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Home My WebLink About039-570-031039-570-031 PERMIT#96-1149 PANKHURST, Kristin & Richard y3 D Marmore Rd., Cpico Cont: John Sample New Single Family 039-570-031 PERMIT#96-23779 bAMbJ RS'F--L=R6S4OPt-u= 0CJRRD 430 MARMORE, CHICO L/ CONT: ADONIS'POOLS NEW PRI SWIMMING POOL 039-57-0-031 _ PANKIAR O RICHARD &9KRISTIN 430 MARMORE ROAD, CHICO (AG EXEMPT PERMIT -HORSE BARN) 11 Im y RESIDENTIAL 039-570-031 PERMIT#96-2379 PANKHURST, Kristin & Richard 430 Marmore, Chico Cont: Adonis Pools New Pri Swimming Pool s {KKK j rqqF S � i:. JOB FINALED (Date)— ` Signature V=OK ' O = Not OK Notble t Ready ' = NoMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements Date 2. Soils.; Special MH Support Sketch Date 3. Sewer, Location -Test -Fall -C/O -Concrete Card B-1 4. Water, Location -Test -Easement Needed (Sketch) Card B-1 'Z - 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / PL'ft. / /Nat. or/ /°LYt./ /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. Can of Occupancy 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; SoilsSize-DepthSpacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS lens OK except #'s etba s -Easements oil • mpaction-Structure Stability ool Structure; Steel -Connections -Thickness Dead en -Linin 4.Elec taele nd Lighting, Distance -GA g olts-GFI Enclosures; Conduit Entries-Terminals=listed LAIrec.; Bonding; Metal WS -Circulating Equip. -Heater ec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit d-9. Health Qgpaftment Approval mb.; Cir. Test -Water Supply Test 17 Date Card B-1 Date Card B-1 'Date r Card B-1 'Z - Date Card B-1 ✓ = OK O = NotOK - = Not Applicable * = Not Ready RESIDENTIAL (Single & Duplex) Date FRAMING (Continued) UNDERFLOOR (Plans) OK except #'s 47. 1. Zoning-Setbacks-Easments-Flood-Slope Fireplace Ties or Type A Flue -Fireplace Throat clearance 2. Ftg., Main; Soils-Elec. Gmd. / I'Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ J' Ftg. Depth 52. 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 5. Stemwalls, Main; Steel-Blockouts-Wrapped 55. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Siding -Nailing Veneer 6a. Hold Downs and Special Anchors 58. 7. Slab, Steel -Wrapped Shear Walls; Nailing -Bolts 8. Piers -Fireplace Ftg.-Steel 61. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Infiltration -Walls -Windows 10. LIE Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Card B-1 Date Card B-1 12. Electric Underground 63. 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. Smoke Detector ' 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 66. 15. Access & Ventilation G.F.I. & Bath Fixtures & Tub Access -Spa 16. Insulation 69. Stairs & Rails 70. Date 71. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance Card B-1 Date Card E-1 Date 74. PLUMBING (Permit) OK except #'s 75. 17. Water Htr.; Vent -Access -Combustion Air Baffle 76. 18. Water Pipe; Test & Anchor -Nail Protection '- Plb., Elec. & Mech. Equip. Listed for Location 19. D.W.V.; Test Fittings & Anchor -Nail Protection 79. 20. Shower Pan; Test, First Floor -Tub Access Guard rails & Deck Construction -Post Caps 21. Test Tub & Shower, Second Floor -Tub Access 82. 22. Gas Pipe; Sixe & Anchors Stucco Brown -Finish Date Card B-1 Date Card�B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnance Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purfin-roff Brac.-Truss-Shting: Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Wall Panels 61. Insulation -Walls -Ceilings 62. 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 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector ' 65. Furnace; Vents -Clearance -Comb, Air Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: N 0.,— Pee-", COUNTY OF BUTTE- DEPARTMENT OF DEVtLOPMENT SERVICES - BUILDING DIVISION • 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 / _ ERM_ I NO APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-570-031 ZONING A10 BUILDING PERMIT OWNER KRISTIN & RICHARD PA KH R TELEPHONE 343-2581 SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS 430 MARMORE -EST, 21,000 CONTRACTOR'S NAME ADONIS POOLS TELEPHONE 891-1197 CONTRACTORS MAIUNG ADDRESS 19 PHRARANT RIJN CT Fireplace CONSTRUCTION LENDER UNIOYOWN Total Valuation Is Filing Fee $ 20,00 LENDER'S MAIUNG ADDRESS Permit Fee $ 216.00 ARCHITECT OR ENGINEER CAL BACHMAN ucENSE No. � plan Checking Fee $ 23.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 430 MARMORE, CHICO PERMITFEE $ 259.00 11 PLUMBINGPERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF�3 Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other M Describe Work: NEW POOL MASTER 94-503 Mobile Home IS I GI W1 @20.00 PERMITFEE $ 35.00 Contractor ELECTRICAL PERMIT Filina Fee 20:00 Main Service000V OR LESS ( 1.0A oR . ) 23.00 Main Service ( z.OA TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full forceand effect._�� ///� License Class Lic. No. G' J 3 4Jc kgo, OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADDNS. ( & ACC. BUDS. ) SO. 3.50 FT. NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( 8 POWER APPARATUS ) SINGLE OUTLET CIR. Ex. Occup.( OUTLET OR FIXTURES) 20 Q 1.00 BAL SO FIXED AP Ex. Occup. (ouTLETsREslo.) R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 30.0 PERMITFEE $ 50.00I Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' c nsa ' n msWAnce c and p lic umber are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE i Contractor Policy Number` (The above sections nee no a compl ted If t e permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compe ation provisions of section 3700 of the Labor Code, I shall forth if Tyco wit o e pr ons. - / Date r /(p_ Sig Contractor ❑ Agent n OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 344.,Q& HAZ. I D. FEES I IMP I FLOOD CDF PARCEL PD I H ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY —Date PERMITEXPIRESON �� •��, 6--) Receipt No. 206249 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT /' COUNTYOF BUTTE -DEPARTMENT O:: ©EV"ELOPMENTSERVICES -BUILDING DIVISION ' R 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER G (Cc -P- l� ,r�1'�'" . No. 039i -!5716-6)3l Proposed Building Use %' c� -� Building Inspector Date /b01,96' At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. 2. 3. 4.. 5. 6. 7. 8. 9. 10. 11. 12. 3. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. All items have been submitted . ...................... ....... ...... Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ...........: . Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. r. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duplicate (required prior to plan check). .... r Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof $........................................ . Impact fees as shown on attached schedule . .............................. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flood) by California Engineer. . '.....I.......... . Sanitation and plot plan approval l" Health Department. ............ City of Chico plumbing permit . ........................................ . Plot plan and business license approval from City of Biggs/Gridley. ............. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. ........... Driveway permit (construction approval required prior to occupancy). .. ;. Preanspe 0 reque Pre -inspection for required. to Building Inspector j (Date) Contractor's license information. (No., Name Style; Classification) . .............. . 0., Certificate of Workmans Compensation Insurance . ........................... Owner -Builder Verification (Given to owner , Mail to owner ............ Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ....................................... . Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . Letter of intent on building use . ......................................... Mobilehome utility clearance . ......................................... . Documentation of legal access . ..................... :.................. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. 1 Existing violations/expired permits . ....................................... Plan check list . ...................................................... -W. When you issue the permit, process as follows: Mail o wner. G]�� Mail to contractor. Telephone and hold for pickup at �� office. Deliver with inspector. Other Parcel Creation/ Acreage Applica Date / Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other't Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: �- Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone_ mail Cuter y _ Date Plans checked by Date Plans approved by Date O .? Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works � ��" � _ _ � + .. r. •moi , J E H. U_ Ski ONLY Plot Plan Attached f/ Floor Phu Attsched (" Seat to B.D. ID TO:- > t Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other 1 Hold final for: Final clearance O.K. for: Health Specialist 8/92 / LL-9co Date COUNTY OF BUTTE BUILDING DIVISION DEP_.ARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA`- (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 - CORRECTION NOTICE Y6 - Z 37; 6MER y PERMIT N 4^� A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matteirr need additional explanation, please contact this office immediately. r, (7l� �F .2p ) j t� Date? Inspector REV 10/92 BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PER 4T O. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure sJ all not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. �3�_ -70 , O I ZONING ` 0 OWNER �� t� n � S� 1 PHONE NO.n ` 3 3- `I OWNER'S ADDRESS 3o rrnDr Cj � LOCATION OF BUILDING �er-J rtA- No a,r-h se, USE OF BUILDING SIZE OF STRUCTURE -22 10 ��, X NO . _ y'6 SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING mi ROOF COVELIG hnJ FLOOR PE h F CONSTRUCTION ESTIMATED COknoc) $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: s5 1 - , - FRONT SIDES / REAR -2'L) AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. J Date �a- �� (p -4) Signature of Owner l Permit Fee - $60.00 The above described AG Building is exempt 1pdm a building permit. Receipt No. 10 b 9 FL PARC P.D/ I ROVOFWd I ISSN Manager Building Divi ion By kff—��Q�Date A77 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant f r COUNTYOFBUTTE -DEPARTMENT OFDEVELOPMENT SERVICES -BUILDING DIVISION R O.1, LE 7 COUNTY CENTER DRIVE - OROVIL, CALIFORNIA95965 -TELEPHONE (916) 538-7541�� D PERMIT APPLICATION DATA SHEET OWNER !�` Rr SrW /�! ,JGt' l2-� �--� A. P. No. 35- s%Q-- 3/ Proposed Buildi'n'g Use S d' �� `�'� e.tt:, Building Inspector C Date At time of p rmit application, I was advised the following data must be submitted prior to permit processing and/or issuance: M DATE RECEIVED BY 1. All items have been submitted ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... - 3. Complete plans, 3/4 sets, signed by preparer of plans. " r 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. P 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... �. 10. Fees of $ . .......... . ............................. . 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer . ................. . 14. Sanitation and plot plan approval Health Department . ............ 15. City of Chico plumbing permit. ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). ...... . 11nspedion request 20. Pre -inspection for required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . ............... 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner Mail to owner. .......... . 24. Recorded copy of Agricultural Acknowledgement Statement . ..... ............. . 25. Letter of signature authorization . .............................. ;.......... 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ........................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ........................ `/ ......................... . 33. 34. When you issue the permit, process as follows: L% Mail to owner. Mail to contractor: Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date t Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by, Date Sets of plans on hold in File cabinet AP folder Copy- - Department of Public Works LONGFELLOW LUMBER CO. ■ Quality Truss Design ■ Roof & Floor Systems 89 Loren Avenue Chico, CA 95928-7434 (916) 893-0112 FAX (916) 893-0140 Customer: I1vC. Job No: , & ,fj:� eduR5-�E7 Address: Alpine Engineered Products, Inc. Christian Chappel 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 AP#: APPROVED INSPECTION Timber Products Ins P.O. Box 20455 a Portland, OR 97220 (503) 254-0204 _ . ��11 / .1 .' M I �y TYP. NOTCH -- @ 24" O.C. 3.5" Max. Max. / SYM >� ABOUT tl� 12" Min. (P1) ^� 24" Max. Jtrongback �e nail to ledger tia 12" O.C.) \ A35 OUTLOOKER Ledger —_-_ CRITERIA (nail to vert. w/2 -10d nails) --Gable - DETAIL 'A' (T) 24" Max. Outlooke / - (S1) / � 1 (S) �— r 16"O.C. I Ledger lTJ) Max. (Si) \ CONTINUOUS SUPPORT (P1) Peak plate to match common trusses. (S1) Splice plate to match common trusses. (ill) Ileel plate to match common trusses. Gable End (M) 2X4 HF h2 or BTR Strongback brace i fl Varies Span to match common trusses * 6 -sod mmol Max. Web Length NAILS 2-0-0 = 0 _ - �• —�3-10.1 HAILS ®1t. OLOOC EACII nn DETAIL '8' Roof Materia)\ Outlllooker Gable end . (G) Gable end design based on 75 MPH Detail "A' wind load, exposure "B11 at 0-25 Ft. mean height. 2X Ledger (C) 1X4 continuous lateral bracing for brace (strongback) member longer than 72". Attach at midpoint of each brace W/2-Ud common nails. Strollc _._. braced at 55" O.C. TRUSSES ,•. Detail \ 1111u (0) Option to web plating: -use (3)-211 BRACING DETAIL wire staples (0.072 Dia./15 GA..) toe - nailed thru chord into web & thru web into chord on one face for a total of 6 staples. (P1), (S1), & (111) must (0) be plated. \ (T) Refer to Simpson Catalog C-9411-1 for \ roduct attachment specification (attach \., A35 in F1 direction). NOTE: This detail may be used for trusses with pitched B.C. also. (K) Spacing for 114 = 56.011 o.c. IJOTE: CHORDS TO BE 2X4 FIR-LARCIi 112 MIN. SEON-- 50006 AI.P IIE EID IIEEPED PPODUCIS, INC. IIIUSSES nfOUlnE I%11IENE CAPE 0 0 0 0 •o o HKIMPORTANTHK Slue lar BE PESPOUSIOLE Fan ANY WARNING IN Se 1""16, f"T"CH1 AID [= o 0 o DEYIAIION FMN IVIS DISICII On IIESE SPECIEICAl101N. On AIIY OnACI16. SEE 1110-0I DY IPI. SEE 11115 nfSICII 0 0 0 o FAILUPE 10 BUILD WE I"USS IN CONFORMANCE M1111 OSIBB BY IN FOR AODIIIOIIAL SPECIAL PEnMAIEIII DnAC IIIC PE o C� [= o ALPIIE COINECIOnS APE MADE Of TOGA GALV. SIEEL MEETING ASIM OUIPEMEIIIS• UNLESS OIIEP%ISE IIOICAIEO. IOP C7 G o o A446 64 A E%ClPT AS IDIEO. APPLY COIOECIOn9 10 EACN FACE Of [WIPO HAIL BE LAIEnALLY OnACEU Milli PnnrEn o ALPINE C� IRUSS AID UILISS O1IIFPMISE LOCATED ON IIIIS OESI6y POSITION LY AIIACIEO PLYWOOD SIEAIIIINP. BOI111N CI%11ro Cm4TOPH M/APPLIcm C=, COI#11CIOQS PE14 CABLE APn0Y1S1011500! 09AfF IPI.AllVIGINEEn'S ALPIIEAA HVIRICAL nLY 11AP0 1E Il/1/911 IGID LTon PnOrEO OQ TRUSS OO SEAL ON "116 DnANI1D APPLIES 10 NE COMPOIIEIII DEPICTED 1EnE OnY%ALL APPLICATION. FUn111511 A COPY Of 11115 UI OILY. AAO SPALL IDI Of PELIEO 1/011 "1 ANY ONEA MAY. DESIGN 10 TIME IOUS9 EnECIION Cm1IP4ClOn, C=J C3 C=3 o [=:) L=3 A --IPI • Imrs PIAIE II15111111E. IDS - 1991 1441101NL 0151fj1 vtCIFICA11011 Fall MIIIm COIKIIBICIIIUI Plate Max. Web Length 1X3* 2-0-0 2x4* 0-1-0 3X4* 1 13-6-0 2X4 F.L. lumber grades Max. Length without bracing (N) Max. Length II/strongback brace (S) STANDARD 5-I1-0 I1-10-0 111 7-9-0 15-6-0 (11 & Better 7-9-0 15-6-0 Hry 30.0.0 ZlL AL.t " U.000 Q%OfIS ro DESIGN CRIT: UBC AEF 4053cRoc TC LL 30.0 PSF DATE 05/06/. DL 15 .0 PSF DRWG' CD109 n11E OL (U) 5.0 ND. C013645 I- i T. LO. 50 .0 51 0/I('LtN& VARAS * 'Ev' 6 309 IA.FAC. ,.PrjTCI!,,VARIES, 'ftp CIVIL �� ;PAC ING — F!P_E' `E At l A nMM.y"N'lli IV - fir r raw v CU rrn --m r, n.rr a nrurucrnATct cun5lrTTrn AV T41TCC NFA PANSAH•14ALK IN SAMPLE CONST NEW - 11 zb• I;Dron ,•,•� "^� .�.^ �� .- - -- - - TOP CHORD 20 FL 91 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE BDT CHORD 2x4 FL 11 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. WEBS 2xd FL Standard ROTE: BC CHECKED FOR 10 PSF ADMIT{ORAL 11YE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 DISC). CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE � 3.3. 111 LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. III AODITIOIi, A RIGID CEILING OR 2xd #3 II.F. OR BETTER CONTIIIUOUS LATERAL BRACING SPACED 0 12.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD- 4 a A 4x4 - i1 +8-0-0 L2 -0-0-J i 12-6-0 { 12-6-0 _I 25-0-0 Over 2 Supports =1 SUl T� t R-879 403.5" rR 9•'• k R=819 113.5"r.Y'J LWWj a.T-'�'::'r"i LO PLT TYP. AI ine Desi n Criteria: UBC 17.3#3 CA - 1 - - - F Scale =.25" Ft. LD N 0 [� l� 0 t7 C7 C� C3 C3 C3 I� M C3 I3 = C 3 C� D C 3 Q O I= E� 1=1ED= o A L PINE O C� T TRR S S © 0 d *+IIMPORTA{IT*� ALPINEETGINMO9R000CTS. INC. SHALL AWT bE RESP=IbLE rob Any DEylAr101 rROH TH1s cFSm OR unc wEC1nctrians. at Ant r,%IwU to WILD, In TOUSS 1N tOHi0RIW10E VITIA TPI wIA.- CA-XVCFWJ au r.AOE OY EOS4 My. STEEL REETING ASTN Ans Our Sum As mro. APPLY COOECTOts TO EA I ►ACE Or TRUSS 4W MISS ODUAVISE LOCATED, CH THIS DESIGN. POSITTOH ce NEU94LS FU MA9A511 ISO. J5D t 140A•Y. DESIGN STANDARDS Vimlicssit PA"ISIoNs gr no A TPi. Air INGIHECR•S SEAL 01 rNIS O.u9RHS APPLIES 1D THE COMPONENT DEPICTED HERE IN plea. 4" V4L1 MEDT BE RELIED VOR IN ANY 0711IR WAY. WARNING TtOSSESAICUIREEXTREME CARE I 1140111m. EP.ECTIGH PHU bRACIN6. SEE m-01 v TP1. SEE TRIS DESIGN POR ADDITIONAL Smut PeRNARERT mcm RE OUIRINTHTS. UNLESS Oni OME T10ICATEO. TOP CRORO SUALL RE LATERAIIt OsACED MIR PRO►Et LY ATTACHED PLYWOOD SHEATHING. ROTTOb CHIRD WITH PROPERLY ATTACHIO RIGID CEILING •• S[C ALPINE TECHNICAL UPDATE Rulr9ry rot PRGrIeTOT. DRYWALL APPLICATION. fWRISH A COPY O► TR13 DESIGN TO THE MUSS LREC7'IOR CONTRACTOR. �y t Ze y � � ^.�q. r �p lwr, i/t 7�S �M• 63491..' TC LL 16.0 PSF TC Di. 10.0 PSF BC DL 5.0 PSF BC LL 0. D PSF LD . 31.0 PSF REF R427--68988 DATE 08/26/96 DRW CAUSR42) 96239009 CA -ENG PBC CWC /FM SEQN - 88614 C j D 11R •FAL • +,•C 25 u FROM I'tD SPACING 2'0.0" •••TPI - ISO$$ Pl4TE INSTITUTE. HOS - I"I NATIONAL DESIGN spICIriCArID9 rat VC00 00RsItottioR PANSAM-WALK IN SAMPLE CONST NEW - T2 25' GIRD TOP CHORD 2x4 FL 13 BOT CHORD 2x8 FL SS WEBS 2x4 FL Standard t` ,CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 1.3.3. SPECIAL LOADS (BY TRUSS MANUFACTURER) TC - from 52 PLF at 0.00 to 52 PLF at 20.92 BC - From 362 PLF at 0.00 to 362 PLF at 3.50 BC - From 424 PLF at 3.50 to 424 PLF at 20.92 BC - 948 L8 Concentrated Load at 3.50 CONVECTOR PLATES MUST BE INSTALLED IH ACCORDANCE WITH THE REQUIREMENTS OF 1.C.B.D. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 U8Q . 7 3X6 (A3)- 5X60 4X6(R)M )� 3X10N 6X6- 6X8- THIS ONG PREPARED FRO14 COMPUTER INPUT (LOADS b DIMENSIONS) SUBMITTED BY TRUSS KFR. 2 Complete Trusses Required NAILING SCHEDULE: (IOd_box—nails) TOP CHORD: 1 RON 0 36' o.c. DOT CHDRD: 1 RON 0 6' o.c. REBS : 1 ROW 0 4' O.C. USE EQUAL SPACING BETI;EE(I R014S AND STAGGER HAILS IN EACH ROH TO AVOID SPLITTIIIG. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLIIIS SPACED Q 24.00' o.c. IH ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. III ADDITION TO NAILING/BOLTING SCHEDULE SHOWN ABOVE, USE (6)-36d NAILS AS SHON11 BY PARENTHESIS FOR FORCE TRANSFER AT CONCENTRATED LOAD POI11T AS EACH LAYER IS APPLIED. 7 r.2- -,- .Z -,- 3X10 LIJ L 12-6-0 _I. 8-5-0 - - - I 20-11-0 Over 2 Supports Ia ZEN -T R-5647 V-3.5" R=5040 sk3.5' 948# APPRO V D Lo m PLT TYP AIDine eslan Criteria: UBC 17.3v3 CA - 1 - - F Scale =.25" Ft. O CO C3 O O **IMPORTANT** PLPIRE EN61"'cuo PRODOCTS. IRC. WARN NG no PS RCOUIRE EX UN[ CARE TC LL 16. D P$F REF R427--68993 N= o o O SHALL 1101 SE RESFONSISLE FIk wr DEVIA110R YIN;% THIS MUCK OR THESE s►EclrlanDNs. at ART Ill wPSL1110. ERECTION AND GRACING. SEE A11a-PI BY TPI. SEE THIS DESISH TC OL //�� 10.0 10 . V PS F DATE 08/26/96 �= O C3 O rAIUME TO OUR➢ THE FRMS IN CONI'MaTC NITS IP1 FOR ADDITIONAL SPECM POINAkM BRACINR TS Q� O C A09111, STEEL �011sast�NOTEo APPLY 8uTERnLYISS RIfeRACED � ''�� UC DL 5.0 P$F DRW CAUSR427 96239014 O M 3 CAST CDNNECTONSTO ILLS MESIR CF MIS AAD Unrss DIHERV1S1 LOCATED ON THIS OESIM PDsfrfe11 CHORDNSH411. w PROPER LV ATTACN:O PL1WC5 SHGTHM. 6Dr1oH awo r 8C. LL 0.0 PSE CA -ENG PBC/CWC/FM m O c"xcrORS PER ouwAms ISD. 160 A im-r. OIsISV SfNp an WITH FRDPEALT ATTM EO PJ030 CEILEA6 -- SEE NY 9 CCM3C3 AL P I N VLPPLICAME PROVISIONS OI WA A Try. LV EgSI14ER'S AL►INE TECKNICAL UPDATE FOA PA-ff TOT . L D • 31.0 PSF SE ON - 88629 O IC3 0 WFOO1 SGL CH THIS ORMAM APPLIES TO TNT CONPORERr OIPICTEO HERE cFnfRIf DRYRALL APPLfCATION. FURNISH A CWr OF RNIf t�t,y� - �•'/'� 63O9I•• DUR FAC 1.25 FROM MD T Rm sS ONLY. An BIKE DDT RE RELILO wo 111 ANf Of KA Va. DESIGN TO THE TRUSS ERECTION CQgRKTC0. slur` CIY3��e� . . 0 � E --3'O • .TPI - TRIMS KIT[ INSi II'JfF_ NITS . 1491 RAT INXLL OESI AY 1.DFC [f ICAi10N L00 YDdJ [GIRTALTifNN SPACING 24.01' PANSAM-NALK IN SAMPLE CONST NEW - 13 "L3• GURN I nAO Dnv rmLrancv r- .— TOP CHORD 2X4 FL #1 CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE BOT CHORD 2X4 FL #1 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 12949. WEBS 2x4 FL Standard i IIO7f: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD 111 ACCORDANCE WITH TABLE JG -B -SPECIAL LOADS (1994 UBC). CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. 1N LIEU OF RIGID SHEATHING: TOP CHORD 70 BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IH ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4- L2-o-c'j 1e2-0-01.1 23-0-0 Over 2 Supports --�� R-817 W=3.5' R=817 W-3.5' 77-3 BMDW0 CEPA 1.1, 'N APPRO PLT TYP. Aloine Desi n Criteria: UBC 17.3v3 CA - 1 - - F Scale —.25" Ft. I= C3 C3 C3 O m 0 C] C3 =3DEVIATION C3 C3 O C3 C3 C3 C3 E3 C3 p p p A L P I N F O C� C33 TR U S <J� O m C3 C7 C3 C3 **IMPORTANT** ALPIIE IrCIDEEIEO FIODOtrs. NSC. SHAU NOT BE RESPOISIALE HA AqIR 00 1112 DESIGN O1 THESE SFECIFICATIDRS, at ANT ►l3LUILE TO rem0 THE IIUSS IN CUIMM tE PITH TPI ALPINE 4MV%ICV= ARE NLCDL OF tM 641. STEEL NEETM ASFN A657 613F EttTPT As NOTED. APPLY ODIMICTORS TO EACH ►LCE CF TRUSS AND MESS OTHMSL LOCATED ON TRIS DEtlrl. tMIT01 CONNELTM IIA GRANIH6S 330. 350 S 16"-r. DES16R STAADARGS COtlFODN YJAPiLICA1LL PIOV1SI013 Or ADT A M. AN CViUQE1•s SEAL 6R TMS CHARING APPLIES TO ENE CC41PORENT DFFICTEO HEIS IN 9RLT. AND SMALL NOT 6E RELIED COCW II ANY OTNEI VAT. WARNING T10sSEs &MUM MWE CAR.[ HANDLESS. EAECTICH AND 1RACIR6. SEE LIR•SJ BY TPI. SEE THIS DESIGN rat ADDITIONAL stttlAL IAAA mAr DNAGIRD 1E GUMENE115. UNLESS DT11E1WSt @MCMEO. TOP WO10 SHALL 1L LAittAll► 61uE0 VIiH PROPER LT ATYACNEO PI.TNDOD MA'r1Ai. BOTTOM CHORD PITH PROPULT ATTACHLD 11610 CEILING -• SEE ALP31E MalltA1 MAIL UfIJ911 FOR PROPER DITRALL APPLICATION. TOIWIIY A COPT OF TRIS DESILN TO TME TAUSS E WEGO; 4"AGTOR. 0 % S f w� lw,C s I^ *- • - ` "' f� clyt� '�%'nr Alms TC LL 16.0 PSF TC DL 10.0 PSF 8C DL 5.0 PSF 8 C L L 0.0 PSF TOT. LD. 31.0 PSF REF R427--68989 OATE 08/26/96 DRW CAOSR427 96239010 CA -ENG PBC C W C/ f h4 SEQN - 88618 0 UR . f AC . 1.25 FROM P1 D SPACING 24. 0" ....rr - ra= PAATr r>nritu, GRN - 10PI NAnava MILE IPr[ulrmoR rat 2116 co"TRUCTION ?ANSAM-WALK IN SAIPLE CONST NtW F HORD 2x4 fl1 HORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. 0-5-3 3X4 (U,.1- 4X49 1n&a unv rnt.r—r-v rnvrt waru tLn rtaru1 %uwnw 4 VIrILOdtV1. •./ CONNECTOR PLATES MUST BE INSTALLED IN ACCDRDANCE WITH 1HE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL. LIVE LOAD IN ACCORDANCE WITH TABLE 16.0 -SPECIAL LOADS (1994 UOC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00' o.c. IH ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY- ATTACHEO TO THE OOTTOH CHORD. 8-0-0 71V Ey 1 L2.0.O-J i I 11-2-12 I_ 11-6-0 J J BUTTE COUNTV Cc 22-8-12 Over 2 Supports- B OM' �FaE S t EN R-695 W=3.5' R-818 W-3.5' v C53!® A P —O Q1PLT TYP. Alaine Desi n Criteria: UBC 17.30 CA - 1 - - - F Scale —.2S"/Ft. cm 0 0 0 0 0 **IMPORTANT*k ALPINIERG3NIEuDs=DODirs.Ile- WAR NINGnwsafsgLwJ711E("To"'el" TC LL 26.0 PSF REF 8427--68990 tv O C3 Ca snitL HOT at AISPOSSIeLI Fan At DERIATIOH IM fns DEs141 Co. THESE SPEtlTICATWRs. CR ABY IN KANCL. b. MCI" IRs eUClHG. SEE 105-93 er TPI. Y1 THIS Smell � TC DL 10.0 PSF DATE D8/26/96 U C� CI ' 0 C7 O C7 C3 M ruwRE TO SunD TRE Twis IN CORTORHANCt VIVO TAI ALPINE CONSKIM ARE JMt OF /OGA RALV. sTTn AIICENS 411% A453 QRST (KEPT AS NOTED. AFFLY COHNECTatS TO EACH FACE CF rob ADD3TIONAL SPECIAL Pv w gre e9ACIND RE 4WR13"n. Lm(SS OnQMSE INDICATED. TOP CHORD SHALL 6E eAACEO WIN PROPER F� BC DL 5.0 PSF DRW CAOSR427 96239011 0 Q Q Q rRUss IHS UVIESS OTeERwst taCATtO OH THIS DESIG4. POSITION LATER11tT LY ATTAMED PLTVW U*AIMW- GOITCH. CHORD Tat (A 8C LL 0.0 PSF CA -ENG PBC CWC m C3W 310. ISO s 360,1•3- OISISA SrA4DAR0s 4.1 RSSID CEILING SEE�438l5Caarom L PINE m CohRECTURS TtA DRATINaS owltCCPHU KRTIItcm 6r HDs 6 391. aV p utws N3TH PRDPL ArrAP;EQ .. xnKE TEamra MATE (3[3193) FOR PROPFAT()T.LD• 3i.4 PSF SEAN - 88622 T R U S „— C3C_3 SEAL ON THl$ WAVING unlRs TO THE CORPOMAT UPICIED HERE "I OHlt1 LRD WAL ROT 61RELIED UPON 34 AVE emu Va. ORTRALL 0KICATIfdt. FURPaSMA COPT Or THIS DESIGH FO TIQ CAU6S ERECT CN C04TRACTOR. *. • - - OUR . FAC. 1.25 FROM MD �tA/�}P CIv�L �1 E3 fl C3 � ••.3P1 .s Pta3r IYLrt103E_ sit - 7091 alalrnru nrsim. C63r3nrarrcw ►GR Woo, M6111IKT15H "'ISA, watA SPACING 24 •Olt 4 •- r PANSAM-WALK TN SAMPLE CONST NEW - fPGEJ 15 27- PGE TOP CHORD 2x4 FL 61 :12 2x6 FL (I2: BOT CHORD 2x4 FL #1 .+ WEBS 2x4 FL Standard DjCONI(ECTOR PLATES OESI6.9E0 FOR GREEN LUMBER PER NDS -91 TATTLE 11 7.3.3. THIS DUG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIORS) SUBHITTEO BY TRUSS MFR. A**LOADIIIG ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR"'*" COHNECTOR PLATES MUST BE INSTALLED IH ACCORDANCE 1(I7II THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ¢2949. NOTE: OC CHECKED FOR 10 PSF AOUII]OINAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24- TOP CHORD IN LIEU OF RIGID SHEATHING: OUTLOOKERS. GABLE AREA TO SUPPORT SIDING LOAD NOT TO TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED EXCEED 10 PSF. REFER TO DRAWING 3,027.999 FOR GABLE @ 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. FILL DETAILS & REQUIRED BRACING. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.D0' o.t. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (0) 15-6-0— -1 4x4t13l)- a.;)A-#tnst-- +8-0-0 L02 -0 - DAJ I 13-2-12 I_ 13-6-0 J BUTTE COUNT'y R-944 if=3.5' 26-8-12 Over 2 Supports J Note: All Plates Are 1.5X4 Except As Shown. m PLT TYP. AlDine Design Criteria: UBC m 3 C3 Q C� O A * IMP ORTAIfT** ALPINE [NOIAE[REO PArAV73. INC. 41ARII I NTA G TRUSSES REOUE EITREAE SALE lD C SHALT NOT OE R[sPONS1OLE rot ANY IN MOULIHO. ERECTION AD 1%1C3 C3 C3 C3 OEFEATIOH ►LUN mt mum W TR(SE S►ECI►ICAriva. OR ANY ORACIHL. SEE NEA -01 BY TPI, SEC THIS DESILt CqC3 M E3 C7 ratt= TO AVILO INR rAUSS It =01MANCE ■1U TPI FOR MOIT[CnL SPECIAL PERHA M BRACINR l£ ¢O C7 C3 C3 CME CONNLCTORN Att RAM CY 360A CAM STUX J%CTINO ASTM OU1R[UENES. IHIL[SS OTNEAYIS[ IATHCATED. TOT C3 C3 p C7 L93 613E FPCEPF AS 113110. APPLY conucToes to too roc[ or CHORD SH" BE LATCRALLT RACED VITO PROPEL C:3 O AVIS AND UNLESS OrPHAVIS4 LOCATED ON TN1S DEMON. POSITION LT ATTACHED PLWCOD SHEATMI16. OOTTON CHOW ALPINE p (mlEc(oes #LLm Ou91Nsi 1». Teo L DFOA•r. DESIGN STANDARDS NITx PLOPEHLT UPDATE win omCFELING rat -• TLE tWFCRb NYLTTL'fLM ►AJECS CONS Or ODS L Tll, Lt ENOINEER's AL%NE tEONNCA LIPOATE (Y/11►I1 ►OR !80,10. T R U S 0 SAL OY THIS 42AVIN3 APILIES TO THE CONPDRENT OSPICTEO HERE ORTNALL APPLICATION. FURNISH 4 COPT OF XIS IN ONLY. AO SHALL 07 OE ACL IED UPON IN LNf OFKS MAY. OESISH TO THE TRUSS ERECr10Y CMTRACTDA. CM C3 C3 C3 C3 C31 4..TPI . TNUSS PLATE INSTITUTE. NON . If TI NAT104Lt OESI4N SPI(IrfCATION rOR HDOD CMTRUCTI" R-470 PLF W-4-3-8 tsUILDNQ N" TC LL 16.0 PSF D Idle, TC DL 10.0 PSF X60 �' BC DL 5.0 PSF No.C1Ja�5 r BC LL 0.0 PSF EIS 63D91- * TOT.LD. 31.0 PSF CIYI1. ��, DUR . FAC . 1.25 fir., -_..A SPACING 24.0" Scale =.25"IFt. REF 8427--68991 DATE 08126/96 DR14 CAUSR427 96239012 CA -ENG PBC/CWC/FM SEAN - 88625 FROM MO - T6 27' COMN) THIS DRG PAEPAREO FROM COMPUTER INPUT (LOADS d DIMEKSIOHS) SUB.-1TTED BY TRUSS MFR. TOP CHORD 2x4 FL ¢1 BOT CHORD 2x4 FL #1 ' WEBS 2x4 FL Standard r•CONNECTOR PLATES DESIGNED FOR GREEN LURBER.PER IIDS-9S TABLE 17.3.3. cD 0-6-3 z H H -C (D C3 4X4•to1J— CONNECTOR PLATES MUST BE INSTALLED III ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. NOTE: OC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IH ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UIIC). 10 LIEU OF RIGID SHEATHING: TOP CHORD TO BE GRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 J3 H.F. OR BETTER CONTINUOUS LATERAL BRACIIIG SPACED 0 72.OD' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4= L2.0-DJ I 13-2-12 I 13-6-0 _1 26-8-12 Over 2 Supports R-820 W-3.5' +B-0-0 tl� 7-4 BULD R=941 W=3.5" r -V ON PLT TYP. AlDine �-.25" Ft. Desi n Criteria: UBC 17.3v3 C - I - - - F SccaieR427--68992 1 � �C3 o [� r-3 Ci C3 m O C 3 EZI A L P I N TR S S [] LiJ m C1 C 3 M E C� C1 O C 3 (� C7 **IMP0RTAt1T** ALPINE BENGINEERED MY BE EESPONSDDOWS.MI Aar otriartcP FROG t9u EEstdl oR TNESt SPECIFJCATID\S. OR AMJ FAT LZIM Ti 991LD TAE TRUSS IN CONFORNANCt BIT" WE ALPIIL C41ILCTOIS LLE PACE OF ROLA GALT. STEEL aEETING ATFY A652 Gall EECEPT AS VOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS ALO MISS DFHIRNISE LOCATED OH 1/1S DESKH. POMT309 CONNECTORS PEI O[191AGS 150, 160 \ ISOA•i. DES1. STANDARDS Co.,.P tJAPPL1CttAE PNOYISIONS Dr YDS R 1P1. Aal EIIGII�R'S 9EAL GR TOTS O"PIH6 APPLIES TO GEE CONmENT GEPLRED N., IN 'LT. ARO 1NALL NOT DE ASttEO %VON 1R W9 OTTER MAY. WAR NING THSSES A1401GE EXTOINE ERECTIOICASE SaulDo. HE HIB -21 BY 1PI. SEE TVIS DESIG.Y Pte ADDITIMUL SPECIAL PEARMENT 011CIIS AE MRENCNTS. LOLESS OFWAVISE INDICATED. TCP (IIID SYAtL BE LATERALLY BRACED SITU t1well LT ATTACYEO PLT%V.O1-mumbi, BUTTON 9"0 VETY PRDPEALY ATTACHED, EIGED CEILING -- SLt ALPINE TECNttUL tPOATE (IJLJRI) rot PA(pEN DNTYALt 1VPLECAT1O11. FM ISO A COPY OF THIS OES16R FO THE TRUSS ESECTIOY CORTtAtFCA. No. t,. *... vM �r CIY�� '�%k „�,,.ae0� 0 l^jy 'rQ y S T - �� TC TC BC BC TOT. LL DL DL LL LD. 16.0 10.0 5. 0 0. D 31.0 PSF PSF PSF PSF PSF REF R42/ - -68992 DATE 08/26/96 DRW CAUSR427 96239013 CA -ENG PBC/CWC/FM SEQN - 86621 DUR . FAC. 1.25 FROM MD 4 , 0" SPACING 24.0"- .... ............. e,.�r iYcrrmrs xee - Baa. ".nem ersHee LFAeHnrATia. reR Reee coaerauertar e+ IN SAMPLE CONST NEW TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL $1 REBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LU14BER ?ER IIDS-93 TABLE 7.3.3. NOTE: BC CHECKED FOk 10 PSFADDITIONAL LIVE LOAD JH ACCORDANCE WITH TABLE 36-B.SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00. O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CORTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X4,0 7 F 2X4(A1)- 1.5X461 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMEMS;ONS) SUBMITTED BY TRUSS HFR, CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.D. RESEARCH REPORT #2949. RIGHT END VERTICAL MAY NOT BE EXPOSED TO 110912. RIND PRESSURE. 1.5 X 4111 2.5X4 X2-0-0" X2 -0-0--3-j 11-0-0 Over 2 Supports --� R-457 W-3.5" R-433 W=3.5" 6-9--5 7l-7 BUTTE COUNTY m PLT TYP. Aloine estan Criteria: UBC 17.3v3 CAI -/I/ -/-]-]F Scale p 75" Ft. 0 (] L= **II4PORTAPLT** ALPIRIWIBEEREDPRODUCTS.IRC. WARNING TRUSSESRECUEREEETRCHCCAIE TC LL 16.0 PSF REF 8427--68994 SRAM NGT BE RESPORSI RIt /01 ABT JM HA9DCI6'O. CRCCi10R AAD to C3 oETIAr(oH FRD+THIS Ou1DI OR 11MSE s2EanuTIOIs. c1 ABT tl9ACltl6. S([ 810•91 bf TP E. SEE TN154ESWT D TC DL 10.0 PSF DATE 08/26/96 £� d FAILURE TO 61410 THE TRUSS I4 CCRTCABAICE MCH EPI FOR ADDITIONAL SPECIAL PERHA9ENT BRACING RE lCy �E3 O Q C 3 ALP16E coEmTaRs ARE MADE of TO;A QALY. STEL HLETIN6 4319 OUJREHEHTS. UBLESS OTP(:RIIISt 1861CATE0. TOP 1 '�o BC DL 5.0 PSF DRIB CAUSR427 96239015 Q 0 D M C7 4M 037 EJCCPT AS R31Fo. AMY CO9BECTUS TO IM FACE OF CHORD SHALL BE LATERAUT BRACED RICH FROPER O a Tau43 AND, MESS OTHIAXISE IOCATCO 031919 01739M. ro6IT 10 LT ATTACHED PLYNODO SHEATHING. BOTTDM CHORD ,fi r. P3 BC LL 0 . b PSF CA -ENG PBC CWC FM A L P I Iii E CCANECTOK PER DRAPINGS 139.150 a 1601-P. WOW STPHOARDS LITH PROPERLY AT1ACKII RIGID MUMS -• SEE 0 CCIQORN 9JAPPLICASLt PHOTman of IDS A TPI. AN E6.ItlEER's ALP3IE 1ECHRICAt 1POATE (213101) Tal PROPER yy �`� TOT . L D . 31.0 PSF SE /O RA - B 8 63 1 L= SM OH ORS DWIVIG APPLIES TO THE CO-WC9ERT OEPICICD HERE ORIUAtt APPLICATICK. FUEIHISH A COPT OF PHIS !a. 6 7- * D UR . FAC . 1.25 F ROM MD TU S I9 ORLT. AAO SHALL Tat eE BELIED Droll ABT OTHIN RAT. R1SIGN To UZ PRUSS COMM COWRACTOR. , /U'Va\`. IM C� A C7 EM M ,,.TPA . TRUSS (LATE IGSTITUTE. ms - IaRI RAnaHn ois(cN wear a((w FOR Pan (CUSIRWIGH .,1..►t0SPACING 24.0" IN SAMPLE CONST__REW - 13 11 - TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #3 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUI4BER PER NDS -91 1ABLE 7.3.3. CONNECTOR PLATES HUNT BE INSTALLED 1N ACCORDANCE WITH THE REQUIREMENTS OF 1.C.B.O. RESEARCH REPORT IT x2949. (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24" TOP CHORD OUTLOOKERS. GABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. REFER TO DRAWING 3.027.999 FOR GABLE FILL DETAILS S REQUIRED BRACING. JIN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00' O.C. III ADDITION, A RIGID CEILING CR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.C- MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. I- (0}4-0-0-- 2.5X -..- ww�w.w�n -n n.r nn..•f .. KtA %...— /. ^Anc R T.TVC6ICI"UC% Icnnmr'TTVA HV TIPIUM P170 "**LOADIIIG ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*"* NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (3994 UBC). RIGHT END VERTICAL MAY PD1• BE EXPOSED 1'0 IIORIZ. WIND PRESSURE. 7 r 6-9-5 -0-0 7-6 W V 2.5X4— BUTTE H Q �2-0-0� �2-0-0-� /`SPD v 11-0-0 Over 2 Supports -- I Co ALL PLATES ARE 1.5X4 EXCEPT AS NOJ07 pLF W-4-3-8 R-305 W=3.5' PLT T P. Al ine Design Cr terim UBC 17.30 CA/ -Il/ -/-/-4F_ Scale =.375° Ft. o c3 Q o o n **IMPORTANT** T►ORS. 1)MT ALE WANC.RNING TC LL 16.0 PSF REF R427--68996 to N Q (:3Q IM SN0.LELPLISERpT6R[EILSrORS:SLERED 0EYl6S1CK FROR THIS DE516N OQ TsESE SrECIr1CLT10TS. Be Atli IMNAENOL1tl0UlAPER[C710RCA9D BRACING. S:E HIR -91 BY TPI. SEE TRIS OES16N v TC DL 10. 0 P S F DATE 08/26/96 (g Q E3 E:3 I] rAluAt TO BUILD THE TRUSS 10 COs►ORBAHCE 9179 7P9 rag AODITIVAL SPECIAL PERNUQHr BRACING EE IAOICATED. TDP •� ��O BC DL 5.0 f A SF DRW CAUSR427 96239016 Q co Q M ALPINE CC6NECTORS ARE MADE 07 IOOA SALT. STEEL SWING ASTR OUISENENTS. [A1.ESS OTIUWSE BRAVO YRH PROPER y E 3 � Q &M&UP EXCEPT AS NOTED. 0AT CONNECTORS TO ELM rACE Of CHORD SHAT; eE LATERALLY FLyh= SHEATH196. ROTTOH CHORD r Cn BC LL 0.0 PSF CA -ENG PBC/CWC/FM C3 TRUSS M UILESS OTHERNISE LOCATED ON THIS OMAN. POSITION SFAADARDS LY AIIACRID PROPIYLT ATTACHED RIGID CLIMB -- SEE IS A !. PINE O CONNELFCYS PER GRANINGX lto. 1» A 160A•r. RESIGN COIVDSN VIAPPLICABLE PR01f1SlONS K ROS t TPI. AN w.INEER'S 9170 ALPINE TECNNIm OPant FTrl►911 rag PROPER 63091 It TOT . L D . 31.0 PSF SEAN - 88635 C 3 co SM ON THIS DRAPING APPLIES TO TUE COHPORENT OIPICTEO 6CRE DRYWALL AMICATION. FAMISH 6 COPY 0► TIIl6 - DU R .FAC . 1 .25 FROM ' O TR U S IN DMX. AND SPALL NOT RE REVTO CPO$ IN ANY OIRI0. VAT. DESIGN TO rK TRUSS ERECTION CMRJICTOR. sj C)�IY a� SP A C i N G q 2 4.0" Ea Q 1=1M 1=1•••tPi - TRUSS PLATE 1NSTIFUII. NOS - IPPR NUIORAL DESIGN SPECIFICATCOM TOR 9000 COMAUCTIOH 0� w "- SAMPLE CONST NEW - 19 11' TOP CHORD 20 FL #1 BOT CHORD 2x4 FL $1 WEBS 2x4 FL Standard III LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. Inca UH6 ratrAJCLU rPtUr. wnrumn mrul LLVAua * uIRLT/alur(a) auDI1z11LV Or Ir(I1aa rlrn. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER UDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE HITII THE REOUIREMENFS OF I.C.11.0. RI:SEARCII REPOR1 92.949. NOTE: OC CHECKED FOR ID PSF ADDITIONAL LIME LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS {1994 UBC). 6X40 Lc -2 - 0 - 0--3-j ide 1-0-0 Over 2 Supports R-336 W=3.5" R-202 W=3.5' CI C:3 d C-3 i] t7 "IMPORTANT" � ALPIRC EN6INUTA(O PRODUCTS. 1HE. WARN 111G TROSSfS REDDIIt EATAEY- CARE SPALL 07 HE AESPDRSI BLC TOR 1RY 1H "AHMIED. EI(CrICB AAD EZI M (Z) I3 DEVIATIG1 FROM THIS OESIU OR THCSC SPEW(CAT TORS• OR ANY BRAITAL. SEE HID•93 fr TPI. ISE THIS CESICR 0 1=1 C3 1] FAILLPE TD m- o TBC TRUIS 1B CGNrORBAN(E Y(Ttl In rDl AOOTTNaAI SPECIAL PEOmmur SBACIATI RE C3 C3 � 13 ALOENi CONNECTORS AAC HAX DF 1061 QALY. STEEL REUSES &SIN QUTALPEDTS. INBESS OfKR9ISC EOOICATEO. TCP (C=31 M C3 Q AMS, 6") EXCEPT AS ROTID. APPLY COMMUTERS TO EACH FACE Or "BAD SHALL BE LATIAILLY BRUCE WIN PROPER O VMS 00 UNLCSS OTHERR(1E LOOTED OS NIS OCSISR. POSITION LF ATTACHED PLrVm SHEATHIMS. BDTTOB CHORD O ALPINE � c3 SECTORS PER ORAR1N6f U0, ISO B EU 4 T J. 0 S6AVOAR'S Y)TN PROPCPJQ 03TUME R(110 CCIURO •• SEE ,F`�I\\�.—,J TORR V/APPLIC/BLC PLOYlfI08f OF tlDf 1 TDI. tV tASiNEE0.'S ALDRs[ iEtIWECAL WDATC (lpl9[) FOR PROPER 0 �� 0 SEAL OH THIS ORARIRR APPLIES TO THE COWQRENT DFPICFEO FARE CRTNALL APPLECAFTOH. ruRmm A COPY Or THIS [H ONLY. AND $MALL RDF BC RELIED Ort% IR ANY OEM VAT. DESIGN TO N1tl• TRUSS ERECTION CONTRACTOR. E� C 3 C� Q O ...Trl - TIOSS P1ATf INSTITUTE_ eW - 1993 NArIONUD. CESIQ SPECIFICATTOB fOR NOD) CONSTAOCTIOR I1o,C138{5 �, 6A9I BUTTE CouNTy *ti's'f A7L1� 1 APr% D 1,mr-FAi-I-i-ir TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0-.0 PSF TOT.LD. 31.0 PSF DUR.FAC. 1.25 SPACING 24.0" Scale =.5"/Ft. REF R427--68997 DATE 08/26/96 DRW CAUSR427 96239017 CA -ENG PBC/CWC/F! SEQN - 88637 FROM MO WALK - 110 26'6-1!4 19UNU TOP CHORD 2x4 FL #I n BOT CHORD 2x6 FL #2 WEBS 2x4 FL Standard L CONNECTOR PLATES OESIGNEO FOR GREEN LUMBER PER LIDS -91 TABLE 7.3.3. (A) 1X4 03 NEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACK WITH (2) 8d RAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT 02949. NOTE: SC CHECKED FOR 30 PSF ADDITIONAL LIVE LOAD III ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). RIGHT END VERTICAL MAY NOT BE EXPOSED TO HORI2. HIND PRESSURE. 4-2.13 3X40 4X4- LR1S UNG PREPARED FRUM GUMPUTER INPUI (LUAUS 3 OIY.ENS)UNS) SUBMITTEO BY TRUSS ?SFR. *"*LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**" SPECIAL LOADS (BY TRUSS MANUFACTURER) -------------------------------------------------- TC - From 52 PLF at 4.65 to 52 PLF aL 26.52 BC - From 114 PLF at 6.65 to 314 PLF at 13.15 BC - From 176 PLF at 33.15 to 176 PLF at 26.52 IH LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENDED CONNECTION FOR 7-0-0 & 31.0-0 SPAN TRUSSES AT 24' O.C. FRAMING TO THE BOTTOM CHORD: SIMPSON LU24. SEE CATALOG C-PT9511-1 FOR NAILING SPECIFICATIONS- [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM HEEL HEIGHT OF SUPPORTING GIRDER.] 30m 5X6- 1.5X410 ,e2 -0-0.j 1_ 4-4-4 _1_ 15-6-4 J 6-5-4 +8- -0 19-10-8 Over 2 Supports R-2038 14=3.5' R-2195 W-3.5' BUTTE COUN,'j N PP��D rLi IYr. Ai )ne uesl n cr(terla: uBG 1/.3v3 CA/ -/11-/-/-/F Scale -.25"/Ft. M CO C3 C3 CO C3 "IMPORTANT" ALFIILEMGIHEAIOP9GOuCTS,1N'- WARN ING'RuSSESAEOU:At"TNEltc"I TC LL 16.0 PSF REF R427--68998 SNAIL ATII 1 UIFCP$IBLE POR AME IN HANDLTMS. Eatama AMI E2 C3 C=1M DETIATION r -M TWS DESIGN OR MTSt SPECIFICATIONS, oilANY IUMU . SEE OLD -91 BY M. SEE THIS BEIM 0 TC DL 10.0 PSF DATE 08/26/96 C] (= C7 C 3 C3 rA1LURE TO I1SLC THE TRUSS Ill COX BRUNIT vliH TPI FOA ADOETtOMAL SPECIAL P1100Mw w BRACIRG SE f C3 I C3 M ALPIHE ov"CTCBS at NIDE Of CGI GALT. STEEL MEETING ASTM QnRENEDTS. MESS OTM(AYISE INDICATED, TOP ` �O y� BC DL 5.0 PSF DRW CAUSR427 96239018 IEMM 0 O 0 AND MY LICEPT AS BUILD. AMY CIRIIMAS TO EACH FACE OF CHORD SMALL BE LATENAL\C ENACED VITO PLDiEI O C7 TRUSS Alp MESS OTHEAMISt LOCATER 01 1913 DESICH, POSIIICR LV ATTACIEW PLYROOD SNEawn. BOTTOM OKDD Cy � BC LL 0.0 PSF CA -ENG PBC CNC Fm UTAZ� ALP CONNECT FEB URIMINit 111. CSO A ]IDA DESIGN STANDAR MIT"PROPERLY ATfAM AtOLD CEILING -- SEET C01 2M/AFFLICISIE PAOEIS101 Of HIS 1 TPI. AM INS MIA'S ALPINE TECHNICAL UPDUe (11119() FOL PACPER 1 0T•L D• 31.0 PSF SEQN - 88644 SEAL 011 VMS ONAMING /PPL IES TO THE 4NWCHENT DEPICTED "ME DRYMALL APPLICATIM FtANLSH A COPY Ol THIS897DUR.FAC. 1.25 FROM MD IN OML1. AA4 SHALL ROT RE NEL[[t DMY fR !NT O1NEl 9A►_ pEf1GM TO THC TRUSS EMECTIOM CONTRI(CCB. �,/� 7-t - GRUEL Ft ATE INSTITHIE• AOS - 1991 AIATI(NAL'OCSIGM SPECIf1CAT10V FCR MOOD CONSTLUMCA' %i n►-.�\t��' SPACING 24.D" IN S41PLE CONST NEW - TII 26.6-1/4 MONO HIP) In9a UN6 rrtPhlctu rKUr. LUMPIJILM IFIrUI (Lunun a ULrtnzoLuNJ) "urnimu DY IMUJJ r&K. TOP CHORD 2x4 FL #1 D BOT CHORD 2x4 FL $1 WEBS 2x4 FL Standard u L CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER UDS -93 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (3994 UBC). RIGHT END VERTICAL 14AY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. 4-2-13 3X40 (A) 1X4 #3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CDIITRACTDR. CONNECTOR PLAIES MUST BE INSTALLED III ACCORDANCE WITH THE REOUIREHENTS OF I.C,B.O. RESEARCH REPORT 42949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED A 72.00' o,t. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. IVA= rv4N 1.5X4111 'ACY A'7A•tw JA4— 2.5X4- 1.2.0 -0.j Le 19-10-8 Over 2 Supports— R-725 W-3.5' R-611 V-3.5* 7-7-4 -0-0 T-1 Y BUILDMP�vPi, MEN` LID :n PLT TYP. AlDine Desi n Criteria: UBC 17.30 CA - 1 - - F Scale =,25" Ft. I= C3 C3 C3 C3 = **IPIPORTAIIT** ALPINIFMIbEISOT ►OPRODUTS.IWC 7 WARNING UmEEIN TC 16.0 PSF REF 8427--69000 N M C3 E3 C3 SULU BE IDA OEYIATIM PROM MIS 0!1946 OR num SP[CIPtCATI0I2, 01 JAY 0LINOmReER[CT10CARE 4 ASID BRACIIIG, SU WO -91 BY TPL. SEE THIS DESEOW O RRLL TC 9L 10.0 PSF DATE 08/26196 VI C] Q 1] C3 C3 C] M d C] FAILURE TO BIULO PME TRL4S 1N COWC29ANC[ SIT& TPJ ALPINE COMCTOU AAS MAC[ OF 20:1 MV. STEL RECII.F] POR ADD1T70YAL SPECIAL PERMANENT BRACING RE '` ��p -�j AST6 OUIRCNENTS. LRLe55 OTVE6Y15E IMDJCATEO. TOP BC DL 5.0 PSF DRW CAUSR427 96239019 1I Q p C3 CD A563 SUI EXCEPT AS BMIC. APPLY CORRECTORS TO [ACV FACE OF TRUSS ETD UNLESS OMRW9S[ LOCATED 0 THIS DESIGN, MtTIOH CHORD SHALL BE LATERALLY DRAC[0 WITH F9CPE4 LT ATTACHED PLYWOOD SHEATHING. Rolm CHORD \ BC LL 0.0 PSF CA -ENG PBC CWC FM 4 O A L P I N E\ p COYNECIORf P!N OL4YINi1 q0, 41; 1 9Es DESIGN 1PMEER's Wf►PPIICAiEE Y)TN P[OPERLY ATTACHED RI ID CtlLIN6 -- SEC TOT. LO . 31.0 PSF SEQN - C] PR411S10YS CC 601 E TPI. ►Y tR:9n[ER s COYFDVI a T SGL 64 THIS DUY[6G APPLIES TO INE CORPONENT DEPICTED HERE AV IM[ 1E(Ps9TCAL UPDATE (F/1ryn FDt PROPER MYNA% APPLICATION. ru"ISH A COPE Cf THIS y * E�6 IN 0911. AND SHELL OT BE RECIEO UPON 111 ANY OMIA VAY. OESWY TO THE TRUSS ERECT]ON COYFAECTOR. R. •- sl{IJr OUR. FAC . ISPAC 1.25 L�88646 FR OI'i fl -- 411 - T101, FLATC INST1TUte. IDS - 3101 HETIONAL DESIGN SPECIFICATION FOR VDD3 COYS9AucTION I NG 24.0" C3 (:] C 3 0 . _114O�� (PANSAM-WALK. IN SAMPLE CONST NEU - T12 39-2.3/4 TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. RIGHT END YERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. IN LIEU OF'RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED s 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00- o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 OIHEUSIOUS) SUBMITTED BY TRUSS HER. (A) 1K4 -L' BRACE. SAME GRADE AS WEB FIEMBER. ATTACH WITH 8d TRAILS @ 6' D.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIR£MENTS OF I.C.B.O. RESEARCH REPORT $2949. NOTE: SC CHECKED FOR 10 PSF AODFTIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). 3X42 3X8=_ U0 3X4s T i 7-9-4 7—/,7— + —/,7--(62_ -0.0 IE2•Q'I� 15-0-0 I 9-2-12 _I_ 2 3-8 _I BUTTE 00UNTY 26-6-4 Over 2 Supports R=I66 PLF W=6-11-4 R-599 W-3.5"P1I. D 3) C: G) ko In Hote: All Plates Are 1.5X4 Except As Shown. PLT TYP. AlDine Oesi n Criteria: UBC 17.3v3 CA - 1 - - - F Scale =.25" Ft. M C:3 C7 l-7 I -:l L -I 1. /ra ED Q Q \� C° E=) �.� M A L P I N 143HUECTall 0 3 T R U S S�-I y .:t m � CD r .1 —1 1:-) "IMPORTANT" ALPINE LNGIAIELED PRGDCc:s, IIIC. SHALL NOT If ALSPONSIBL( FOL ANI DEF UI)ON FROM iNI3 CLS10 C0. TNES4 SPECIFICATIONS. 07 A ufY LCOUMECTCaIO BUILD TA1ETRUSS tARADE OF ZCGA SALT`ESTEEL HEETIA: WIN TPI A561 Buy [SCEPI AS NOTED. APPLT COUDECTOZS TO (ACR FACE 0 "OSS AND UALESS OTIOAN151 LOCAf19 01 MIS DESIGN. POSTTL P1.1. RAMIRGS I)0, ISO I I(ot•F. DESIGN SVAHDAP.D CONFORM V10FLICABLE PROVISIONS OF NOS I TP'*AR E!G1HC[R' SIAL OS F115 WANING APPLIES TO TOE CONPOHENT OSPICTED tlER IN aA:V. A1 -I SHALL NOT 81 L(LI(0 UPON IN ANT OiQ1161T. WARNING TRUSS!$ REQUIRE (LIFENE COT IN RMIX180. 42ECT103 AD9 BRACING. SEE HIB-$1 ST TPI. SEE 1x12 O(SIG FUIRCYINTS.NURLESSAl COTHERNL EIAL +IIC)1CAATEO GTO CHORD SHALL 91 LAII%4LLT 1RACED RITR MOPE T ATTACHED PLTR00) SUEVAIRG. WITCH CHGE IM PtOPERtl ATIACHED RISIO CEILING -- SE ERE TECRRICAL UPDATE IF/I/9L) FCR PSOPE ...A,L APPIICATION. F2UISH A COPT OF TNI CES78N TO THE TRUSS ERECTIOII COHTRACTGR. y pe t r � vo Iio'cA3�5 * �, 61l}91 1R -Pr C11' E nr c►LY`� TC Ll. 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC L L 0.0 PSF TOT • L �. 3 1, D P SF REF R427--69745 DATE 08/28/96 DRW CAUSR427 96241006 CA -ENG PBC /CWC 1 S S E Q N - 88728 D UR .FAC . 1.25 FROM 14D " SPACING 24.0 •_.t>1 . — D -Tr t9ST101- Uhl -111;11 NATIONAL O[Slav SPECIFICATION FOR WOO) COUSTRUCIIOtl +(PARSAM-WALK IV SAMPLE CONST NEW - T13 39'2-3/4 SPEC COHN OP CHORD 2x4 FL #1 OT CHORD 2x4 FL Al WEBS 2x4 FL Standard ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE .3.3. !OTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ,CCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). N LIED OF RIGID SHEATH14G: 'OP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 1 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. IR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. LUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3x44 7 1.5X401 (A2)= (A) IRIS DWG PREPAR£O FROM COMPUTER INPUT (LOADS E DIIIEDSIONS) SUBMITTED BY TRUSS 1f R. (A)BEKEQUALLYHEN-FIR SPACED. BETTER ATTACHCWITHII(2)S8dLATERAL NAILS.BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. RIGHT ENO VERTICAL MAY NOT BE EXPOSED TO HORIZ. NINO PRESSURE. 3X40 3X8= 3X43 4X43 7 1 r� (A) E (A) 7-9-4 U _8-0-0 3X4- 3X8= 2.5X0 5X8 2.5X4•= 7 /3 t.,2-0-D� 15 U Q t 9-2-12 1 2-3.4UTTE oAcqmTy ---- 26-6-4 Over 2 Supports R-940 W-3.5" R-80�)-3Fo ROVED PLT TYP. Alpine Desi n Criteria: UBC 17.3v3 CA - 1 - - F Scale -.25'/Ft. � Lu ED Li t'. �:� Q I I•.. _ _1 ` :. J =1 C3[ _ 1 r7 ISI A L P i N U T R U S S��' •. Q [] 1-3 ..•a E I A*IMPORTANT** AI PI NE fNG1NEER[0 PR01UCT5. IRC. SHALL NOT BE RESPCtSIBLE r00 All CIL•IATIOII FRC.1 IRIS OfSIRR N THESE S9[CIFTGATIGTS. OR AR FAILURE TO B'JnD THE TROSS titCOHf00Ria HITH TPI WINE COAICTORS ARE RARE Or 2OGA GAIT. STEEL R[ETIIIG AST 46M GUI EXCEPT AS 10TED. APPLT COAN6.CTORS TO EACH FACC C TRUSS ARO UNLESS OtRiOHISE LOCATED OH THIS OCS)ATi. POSIT) CGT:CYtM UJAPPLlCA91F PROTSSIORS OF NDS 3 TP[. AN ENO[1iftlALPINE CCIOICCT(SIS PER ORAVIRAS 130. ISO A 16CA•F. 0ES76R Sy"DAVIDISIGII SEA: OY 1H15 DRA\)RO APPL1[S TO TUE COPPO\!9E D[PICfEO HC001VA11 [r OVCY, AHO SwAlt HOT Of RELIED IKON [R AMY OTHER. MAY. WARNING COUSSLf RCOO1[C CStRERE CARE [N HAHOLIES. ERCCF30H AHO [RACIRS. SEE 1I0,4L By tot. SEE IRIS OESIGI FOR AUDITIOHIt SPECIAL FfERANENT 11ACIHO R 4491gitHiNTS. I"$$ 0TPE6HISC IROICATER. TC CHORD SHALL 4E LATERKST BRACED WITH PROPE LT AIrACREO ttTI= WATHI66. AUTTOH CNC[ RITR PEOPEHLT ATTACHE) RIGID ([)LINO -- St TCCK%CAL U1041E 011191) FOR PRO)E APEUGTEOR. FUGH[S11 A COPT OF TRI TO THE TRUSS ERECI(OR CONTRACTCS. f. /II -% 'SAA _ C{ r * �• 6�9 * `. 1r CIV1l "`j `�`�� TC LL 16.0 PSF TC OL 10 . 0 P S F BC 4L 5 . 0 PSF BC LL 0.0 PSF TOT . � D . 31. 0 PSF REF R427--69743 DATE 08128196 DRW CAUS1427 96241016 ' CA -ENG PBC CIBC t S EO N - 88726MCC [ DU R .FAC . .25 f ROM MD SPACING 24.00 •.. TR] - TPHSS 1`14117 1DSTItUrt. 605 - 1991 HATIORAI DE1164 SPECIFICATrOC SO( ROCO CONSTRUCTkC: PANSAM-WALK IN SAMPLE CONST NEW♦ - PGE Tk4 50'8-3 4 TOP CHORD 2x4 FL 41 :T3 2x6 FL #1: BOT CHORD 2x4 FL #1 WEBS 2x4 fL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. (A) 1X4 'L' BRACE. SAME GRADE AS NEB HEmBER. ATTACH WITH 8d NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTION CONTRACTOR. ORT (0) THIS AREA OF TRUSS OUTLOOKERS. GABLE AREA GTODSUPPORT TO P ' SIDING LOAD NOTTOP TO EXCEED 10 PSF. REFER TO DRAWING 3,027.999 FOR GABLE j FILL DETAILS & REQUIRED BRACING. (NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IH ACCORDANCE WITH TABLE 16.8 -SPECIAL LOADS (1994 UBC). 3X4% 7-9-4 i SX 2. THIS DHG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITIEU BY TRUSS`HFR. **"LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR'S** CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. END 'VERTICAL MAY NOT BE EXPOSED TO HORIZONTAL WIND PRESSURE. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00° D.C. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' 0-c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. W— (A9-3-13 2.SX41�, Eva— 2vg- n C t7 m tD In I.� 4-3-8 16-11-12 I 5-1-6 _W ��,3d,'.r3$.S.y-1 �— 26-4-10 Over 2 Supports 2b 4f�'(i VE�.1 R-1539 Wa3.5" Re 22 Note: A)1 Plates Are 1.SX4 Except As Shown- ' Design Criteria: UBC 17.3 PLT TYP. A7 (ne m p Cm C7 (7 (�'? **114PORTAIIT** AIPEAE [X6IXECB[O PRCCUCTS, IHC. WARNING TR.SSES R[C71C[ O(TLERE CAPE O �� SNALI ROT BE RESP OHStILL FOR Atli IR 414HDLIBG. JAECTIGV AHD Cl _ DEVEA[!ON FRCN T81S O[SIOtl O¢ TUGS( IPCCIF[a ICRS. OP. A INCIx6. SEE HIB -91 BY In . SE( THIS Di SIR � "AI�N _I FAILCAE TO BUILD THE TRUSS IC CCSFOTNARCE WITH SPI F4¢ AODITIOHAL SPICIAL PERMANENT DRAMS R WIVE CONRCIMS ALE BALE OF IOSL iALV. STEEL V..IETIMO AS 00[R(NEHTS. USIESS OTHERVISE INDIC1d(0. TO .1 A453 :(SI (1CIPT AS R0T(C. A;;tt CORRECTORS TO SACH FACE CRCAO SHALLBf UTERAIRY BRALiO RITHI PLOPETRUSS ANO L'J1ESS OTNERVISI (OUTEO ON TH[i DESIGN. POSITII LY ATTACHED PLIMOOD MATHI�. BUT[OM CHOP.. I COR.'IECTCRS PIL DRANIMGS 113.150 R 16OA-f. DES14H STWLtO WIN PROPERLY ATTACNEO AMID CEILENS •• SE CO¢FORR V10FLICIIL( P¢OFI510NS OF NOS A TPI. AN EMG[tltR' AI PTHC TECWICAL UPDA[f (1p /9tJ FQl PROPL .I SfAL DM THIS 0[JNIMG APPlICS TO TME GCKTDNLMT OWICTt9 NER CIfRAII A�PA7CATiC1. iURHl3¢ 8CG`OF Th: TRU_ ' IN ONLY. AHD SMJLL L.9F BE RFUED UPON [N ANY OTHER RAT. OESICM TO THE FRUSS E^lECi[OU CODAACTOR. (-=1 -1 U ( 1 1 1 •..TPI - TRUSS PLA[I INSTITUTE. AOS - 1991 NAF10NAl OtSIBH SPEC[FICAYIOM FOT 11000 CONSTRUCTION CA/ -/11-1-1-/F Scale =.1875° Ft. TC LL 16.0 PSF REF 8427--69747 TC OL 10.0 PSF DATE 08/28/96 8C DL 5.0 PSF DRW CAUSR427 96241008 BC LL 0.0 PSF CA -ENG P8C/CWC c TOT.LD. 31.0 PSF SEAN - 88736 DUR.FAC. 1.25 FROM MD SPACING 24.0" -(PANSAM-WALK IN SAMPLE TOP CHORD 2x4 FL #1 BOT CHORD 2xa FL 41 WEBS 2x4 FL Stendard CONST NEW - T15 50'8-3/4 FT C CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 7.3.3. NOTE: BC CHECtGED FOR 10 PSF AOOITIONAL LIVE LOAD IN (ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). END VERTICAL MAY NOT BE EXPOSED TO HORIZONTAL WIND PRESSURE. THIS DWG PREPARED FROM COMPUTER INPUT (LOAUS 6 U]MtFINIUM) bUOMIIICU 01 muaa rim. `A)BEXEQUALLYREM-FIR SPACED. BETTER ATTACHCWITHII(2)S8dLATERAL NAILS.BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, 3X4$ 3X8= 3X4= 3 X 4-'�, 4X40 7 r— - 7 4X4 tt T i I (A) (A) (A) (A) 7-9-4 7-1-12 I 1.SX4�1 3X8- 3X4= 1.5X41[ 3X4= 3X8= 1.5X41'• Tis BUTTE COUNTY 6-4:0 -1 26-4-10 Over 2 Supports 18 W-3.5" R-818 W-3.G5"PTROVED PLT TYP. Alpine Desi n Criteria: UBC 17.30 CA/ -/11-/-/-/F. Scale -.1B75" Ft. [� 7-3 ('�� [� [� :J L=. :..t �_ In J-2 1 1 • (, ;I AL P I N I. r TRU S S� ' ' ' ' o n 1::.1 L:7 i. **jtIPORTAtIT** uP1HE ausxEle[D sao/ucrs. LAT. SHALL ROE LE REric).1 HS roe AAA OETIAIEOR (ROU IRIS DESIGN CR THESE SPLCI FJ CAI:OIi, OR AR FAIL11RE TO 111110 THE TRUSS La COIIrORMRUCE KITH TPI ALPINE C3IUECIoIS ARE 11101 OF ¢OW OMT. STECI REETIR-< AST A651 6117 [ICIPT AS NOTED. APPLY, conm70NS 10 EACH rACC C TRUSS CRD OA;ISS OTHENVCSI Lo"M OR 7113 DESIGN. POSLTEC CC11�rUM Pit DURING$ 750. ISO A 1101'F. OISIGN STAU0.w' CCAFC14 a/ACFLIcABLE PROEFSIOM OF VDS 1 TPL. AN E11:IHEZA' SEAS OR TRIS DURING MrL11S TO Tr [ CORPONIRT DEPICTED 10Ii 4�HIID2]l9lOTHER 1• WARNING TRUSSES REonu ET[A[NC URE IX HRIIOY YPI EATHIS AAT( SPACING. SEE HIO -01 1Y, TPI. SEE FN13 OES[G FOR ADD[:T ORAL S:I CIAL ►ER NAN[tlf LLACIHG R OUIREKNTS. UNLESS UNWISE INDICATED. 94 cwo SMALL BE IATENALLY SLAM MITA PROs Y ATTY 0LO PLYWOOD SHIATN116. 60TTON 001 IT91OPIRLI ATTACHED 01610 CE7LIRG -- SI EKE TECHNICAL OPDAIC (7/1/171 FOR PAOPI YVALL APPLICATION. FUZR1SO A COPY a 10I TRUSS �y y'AA y ��^ x 5 r ^' W,,C� 11� 61097 * C(Yl�•`�0� 'rl.(lE. DEC TC LL TC OL p n 8C 11l p OC LL TOT . LD . 16.0 10. 0 5. 0.0 31.0 PSF PSF PSF PSF PSF REF R477--69753 DATE 08/28/96 DRir CAUSR421 96241010 N CA- -ENG PBC/CWC SEAN - 88742 Iy DUR . FAC . 1.25 FROM MD SPACING 24. Ov C7 PI ?iR:SSAPlAT1uSTITUTE�. RA 1DNAL DEsicH6S:(c1FluFsoR rce111DDotlaAucr«w y (PANSAM-WALK IN SAMPLE CONST NEW - T16 50-8-3/4 FT CONN TOP CHORD 2x4 FL #1 BOT CHORD 2x4 Ft #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LU14BER PER IIDS-91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND(OR SUPPORT ADDITIONAL LOADS AT SPECIFIC 'LOCATIONS. PARTICULAR CARE 1S ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. RIGHT END VERTICAL MAY NOT BE EXPOSED TO HDRIZ. WIND PRESSURE. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN 3X40 - ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). -6-- 4X4e I 3X6' 7 — 5X6 3X6(81)= 2.5X410 5X4- 3X8= THIS UNG PREPARED FROM COMPUTER IUPUT (LOADS L DIKENSIONS) SUB1411TED BY TRUSS 14FR (A)BEXEQUALLYHEM-FIR SPACED. BETTER ATTACHCWITHN`2) LTERAL 8dAMAIL$.BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES 14UST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O.IRES£ARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X8-- 3X4' 3X4 / I (A) (A) (A) 3X6- 1,5X410 3X4= 3XBm 7 5 X 41z� 1.5X,411 17-0-0 - i _ 16-8-12 -1 5 - 4 ,:6,� C3::'VTY Le 39-1-2 Over 2 Supports su .DiN„• R-1568 N-3.5" =959 14-3.5" O I� D C IV m 0) PLT TYP. Al ine Desi n Criteria: UBC 17.30 CA/ -111-/-/-/F Scale =.1875" ft. C_ **IPiPORTANT** 11.1161 Ex61tl[[REo PRomrls, Inc. WARNING IAUSSES R(COIRE CITACMC CATs TC LL 16.0 PSF REF 8427- -69750 C:D CD =fkp 1. 1 : -) SMAL MDT BE RCSPORSIGLI FOR AS MIAT10 14011 fill$ OESIGH OR TBESC SPECIFICAI1011S. 04 Ali 1M MARK IRI, CR CCiICS AND LACING. SEC RES -01 BY TDI. SEC IBIS 0£SIG i(�, TC OL 10.0 PSF DATE 08/28/96 _ Y.1 \ L.7 .—J WITH ALPIk COMHECTORS ABC HIDE Or 14" CLLYTC1 STEEL MECIi(S AST AL SPECIAL EAr 00HEF41ITSPI. FoL OTBS UALESS OTHCP111SElAO1GTCD.10 BC OL 5.0 PSF DRW CAUSR427 96241009 F CD r j :'— AM OB11 EXCEPT AS JMTFO. APPLY 60N11ECTORS TO EAC4 FACE C CRORO WALL RE UTCR)LLf BRACED TATO PAOPC � r �p BC LL 0.0 P S F CA -ENG PBC /CWC F A L P I N 7— ' -7 TRUSS AND UULCSS 0TRIKOISE LCCAI10 ON THIS DESIGN. POSITIS WIDIECFOiS FEB tdAW:ISS t1e. IIo s ISOA•r. otslG6 $7AUDA T ATTACHED FLAN= VEIATMING, IDITCO CHOR HITS AAOPCRLF ATTi[MCO tIOtO CF1L156 •• SE 110 C 6 7 * IIA TOT . L D . 3 1.0 PSF S EO N - 88740 ` ' OUR .FAC . 1.25 FROM MD � CWIFPA.9 WIAPrIIClilt ttOTISIo�3 DI tlO] 8 IPI. AN EMOIIICCN' ICS 10 010ON 01.1 TA110 USAIINHDT ALP(tr1 TCCRNIC L UPDATE (7111 fl) FCB PIOPE JURNISIO A COPY f TIII * ^IYl` SPACING 24.0" TRUSS "-_' 1 1 0THE IM 0% BCIS RVYTO�R MIO DESIGN TAP"�CATTTIONN- IC6 C f c ��. �� r •_, rD1 TRUS1 1101 1DSrmu. Nos — 1991 FATIDHAL 601611 srtCIFICATIOH FCu WOOD C0411RUCFION LJ G �• •1 �- ( 1 �`O� (PARSAM-NALK IR SAMPLE CONST IOP CHORD 2x4 FL #1 I0T CHORD 2x4 FL #1 WEBS 2x4 FL Standard T17 50-8-3/4 TSC) THIS 01111 PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS; SUB141TTED BY TRUSS HFR. (A) 1X4 #3 HEM•FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE ?.3.3. CONTRACTORS WARMING: THIS TRUSS IS DESIGNED TO BEAR AN01DR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 08C). LEFT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. 7x6% 3X4 - 3X8= CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT Q2949. WARNING: THE CONFIGURATION%LENGTH OF THIS TRUSS IS SUCH THAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO NET -80 & HIB -91 FOR RECOM11ENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL PROFESSIONAL ENGINEER. ALSO SEE 'WARNING' NOTE BELOW. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED.PURLINS SPACED ® 24.00' o.c. IM ADOITIO4, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3 X 4`4' 1.5XV 7 r 4X4 3XW (11) / � I(A)(A) I5X6sSX6= J 5 5X4 5 3X45 5X6 3X8w' 3X6m 5X4=2 5X4 7-1-12 2X3- 3X6 (B1)- -F, r7 - 8.0-0 L<--6-1-0 5 4-66-8-1_ �, 17-0-0 F� 5.10 2 8-10-0 I 24-5.0 PP Over -E - - ---------- — 39-1-2 Over 2 Supports - R -961 W-3.5" R-1564 N=3.5'1 m c (V m m PLT TYP. AlDine Desi n Criteria: UBC 17.3v3 CA/ -/11-/-/-/t acaie =.iota irL. Cz] C=1 Cm C.: !--71 I.: 1 **IMPORTAIIT** 111.1111 LUGINECRIDPRCOUCTS. [A -c. WARNING TRUSSES REQUIRE IETRC"E CAPE TC LL 16.0 PSF REF R427--69755 SHAI NOT DE a[SPOAS:LLE rot AN IH HADOlIHO. ILECTFON AND OfA[ACION ERC" THIS DESIGN OR THESE SPECIF)CATIM. OLA GRACING. SEI HIS -91. " TPI. SEI THIS DISIO �`� TC DL 10. 0 PSF DATE 08/28/96 :..� L COV01HARCC XITH TPI FOR AUDIE)ONAL SPECIAL PERERI BRACING P. rAti LIE TO 00140 THE TRUSS 10 KIY y� 8C DL 5. 0 PSF DRN CAUSR427 96241012 C= I \ 1::3 1___ X2IRE CONHCC101f ARE TRADE OF 10A BALM. STEEL MEETINGASi QUIREIERTS. UK" OTHLRN[SE IRDICAIEO. TO. Q � L:3I A(SS GRI? CEEIPT AS A•STEO. APPLY CGIUMCCOES TO EACH fACL CHORD SHALL HE IATUMLT BRACED UIrK PP.OPE SHEATHING, ROTTOH C"ca q r S BC LL 0. 0 PSF CA -ENG POC CWC (V -- A L P I N E `- -AOSS AHD LIEISS OTPIXNISC LOCATED ON 1.11S DESIGN, MITI V A IACHM PLTN000 CORULCiORS /IR OLANIb05 170. )SD G IOOA-F. DES)GR STADCALD U[TH )LOPERLT ATTACKED RIGIP CEILINS •• SI at PRGPE. C✓1384g Na• 9T * (�. TOT . L D . 31. 0 PSF S E Q N p DLIII .FAC . 1 - 25 FROM MD E. TRUSS I CONFORM HIAHLI NIL( PRO'IC SID'S Di NOS t M. N EIGIAEIV AP1NI TECHNICAL OPDATE 1713/9q SIA OII WIS DEAIIFS APPLIES Si Till CONVOIENI OEPICTCD HE ORWALL APPLCCATCON. TURma A COIT Df 110 * !, C11� S PAT I PIG 24.0 N - >> IU ODLT. ATH SNILC sor BC RERITD UPC. IN ANY OTHER DAT. CE SIGH TO TNC TRUSS [RECT110 CCG:AACTCO. sljr .-.701 - uaS2 It AEE INEI±INTI- SOS - )P9I HAfICNIL OCS[GV SPEC IfICATf09 FOR N-01") COOSTAU[TI CY E • •(PANSAM-WALK. IN SAMPLE CONST NEW - T18 50-8-3/4 70P CHORD 2x4 FL Q] BOT CHDRD 2x4 FL #1 NESS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. WARNING: THE CONFIGURATION/LENGTH OF THIS TRUSS 15 SUCH THAT EXTREME CAUTION NA1ST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO HET -80 & HID -91 FOR RECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL PROFESSIONAL ENGINEER. ALSO SEE "WARNING" NOTE BELOW. THIS O31G PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS HFR, (A)BEZEQUALLYI{SPACED. BETTER ATTACHCWITHH(2)S8dANAILS.ERAL BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IK. ACCORDANCE WITH THE REQUIREMENTS OF I,C.8.0. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD 1N ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACEO 9 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED L 72.00' G.C. MOST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 8X80 2.SX4— 3X6= 3X43 1. SM 1 7 ,- /' 4X4 ax6o (a 3 x 6 i ! 11 (A) AI 7 5X6a 5-2-13 SX6� 1 3X6(81)- 5X8 5 3X43 -- • �.•8-0-0 1.5X41° 5X6= 3X8= -3X6 5X4a2.5XV X6-1-0-=2 0-0 _8^7-12 1__ 16-s-12 _ 17-0-0 ----� BUTTE C.L kJTi 9-1-8 8-10-0 _ 24-5-0 1 42-4-8 Over 2 Supports R=1665 14-3.5"'BUILDING >.�;:PkrA 1 eIEN R=lOb6 W=3.5" n C 6) R) CD Ln m PrPR' ED PLT TYP. AlDine Design Criteria: UBC 17.30 CA - i - -[- F Scale -.125" Ft. C m C3 C -7 L_1 **IMPORTANT** A';] HE E%GFREEREO PAJDOCTS, INC. WARNING TRUSSES R(OUIRE ETTALNE At AYJ TC LL 16.0 PSF REF R427--69754 SHALL NIiT It RCS90R51 RI[ fC! 811 IN H6HOLE�i. ERECTION DFVIATIOS 1?O8 THIS *[SIGN CR THESE SPECIFICATIONS, OR A 'RP.ALER8. SEE HEb•91 RY E)1. SEE THIS OESI6 �� Fye T� D L 1 Ct. 0 PSF DATE 08/28/96,_ C (✓ r1 TJ C \ L-3 �--� FAILUR( 10 LOILD TRE FLOSS EA CORFORMIICE HIM TPI FCR ADDITION.H SPECIAL PLLNIBCdf RRACtI6 R TZI ALPTB( COULCTORS AtE RACE 01 CODA WLY. STE(l AIETINGAS CUTAENENTS. UNLESS 01141011E E671CATED, TO y �A BC DL 5.0 PSF DRa( CAUSR427 96241011 G.1 17 ASSS 6tS1 EEC 2T (S NOTED. AFPLT CCURECTORS z0 UCO FACE 0 CICIAD MAIL aE UTERAtIT BRuiO tl1TR 1ADPE = r 8C LL 0.0 P SF CA -ENG PBC CWC C �•• C=' 1-,; TRUSS AND ORLESS OTHERNESS tDCATED OR THIS Df SJCB, POSITIO LY ATTACI--O PLYYOQO SRUTR [A$, ROTT04 ATTACHED RIM CEILIAG •• SE S N0'C TOT L D 31 P S F S E 0 N • 88749 ►' AL P I N _� COYNICIOtI P(P DtANIRGi 330, ESC L 1601-f. OESICR SIAHDARD 711TH PRCFEALT FOIL PROP [�. OVv9 T * . . .0 lzmI T R U S S- COST Ott AJAPi; I[4BL[ PA0%1SIONS OF ImS C T►1. AB CC:IHEEA' IDE TECHNICAL MATE 01/1/913 1 GNT ALL 01 1RIS TORElSi01UPOIHE CI OADITOTPl9CVAT.N`A BRYNCiRJ35 [CCCEIJO CONTRACTOR. * 1 sj C11 D UR .FAC . . 2 5 1.25 " F ROM M D AAC SHALL0-t(IES E6 TYE INAOOIi,L (I(S[G !� t �^�. �`Or SPACING 24.0" C 4 . 0 Cl m C1 1 - 1 1-• 3 . 1 ,..TPI - Tt HSS PLATE ]IISTITCLE. AOS - 1991 v(TIOHAL OLSICN S9(CI►1CAT168 FOR 1.00? CORSIRPCTION arc (PANSAM-WALK IN SAMPLE CONST HER - T19 50-8.3/4 TSC TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL #1 WEBS 2x4 F: Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS tS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 J3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED <9 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 7X6 3X4a 2.5X4 3X8 1.SX410 7 r� THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & OIHENSIONS) SUBMITTED BY TRUSS MFR. (A) 1X4 $3 HEM -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) 8d NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). WARNING: THE CONFIGURATION/LENGTH OF THIS TRUSS IS SUCH THAT EXTREHE CAUTION MUST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO HET -8D 8 HIB -91 FOR RECOMMENDATIONS. WE RECOMMEND SEEKING ADVISE BY LOCAL PROFESSIONAL ENGINEER. ALSO SEE 'WARNING' NOTE BELOW. DR14 CAUSR427 96241013 C G) IV CD W m CS) A r m -D rri3 H Z 4 M rn ;o M Z a) (PANSAM-WAL< III SAMPLE CONST N TOP CHORD 2x6 FL #2 :T3 2x4 FL '1: BOT .CHORD 2x4 FL #1 WEBS 20 FL Standard - T23 50'8-3/4 ST :ONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 1.3.3. :011NECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE IEOUIREMENTS OF I.C,B.O. RESEARCH REPORT #2949. NOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING AND ERECTION OF TRUSSES. SEE "WARNING' NOTE BELOW. LEFT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. (K) 2X4 FL #1 FULL BLOCK. ATPACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES ® 244oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. (0) 2x4 FIR -LARCH STANDARD LET -IN VERTICALS (TVP) @ 16' O.C. WITH 1.5X3 PLATE 6X6- THIS O(IG PREPARED FROM COMPUTER INPUT (LOAOS & DIMENSIONS) SUBMITTED BY TRUSS MFR **ALOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR**' TH (A) 8d4NAILS @ACE. SAME GRADE 6' D.C. BRACING AMATERIALS WEB 'ITOR. ATTACH I BE SUPPLIED BY ERECTION CONTRACTOR. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" O.C. IN AODITION. A RIGID CEILING OR 2X4 #3 H.f. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. NOTE: THIS GABLE TRUSS IS DESIGNED TO BE USED ON AN ENCLOSED BUILDING AND HAS 24' OUTLOOKERS. GABLE FACE TO SUPPORT FILL LOAD NOT TO EXCEED 10 PSF (STUCCO). PIGGYBACK ABOVE 2.5X4 3X6 (R) 3X10@ 7X6= 3 16-11-12 1, 10-9-6-_-• -33-5-2 Over 2 Supports R-2020 W-3.5" R-354 PLF W-14-4-6 Note: All Plates Are 1.5X4 Except As Shown. PLT TVP. AZ ine Desi n Criteria: UBC 17.3v3 I3 o ca ri **IMPORTANT** ALP1pE (AGINEEkCO PRCDII[n, uE WARN ING 111 S93"ABC 0.us. E/IPERE CIRC (] O _ /� _ J r, J ,.� Si(LL 001 6E RESPGNS76LE FOR ARI111 "ABC i1 R5, CP[:TIOD !6C _C_3 Y\ — CEYI&T100 FRON THIS OESIGN CR IQESC SP(CIFICATFCRI, OR A. RRACLAS. SEC 48•91. " TPI. SEE TN1S DESK E, C-3 L3 -J FRILURE TO WILD TPE 1LUSS 11' COBFCRILRRCE NIT" TPL FOR A901TIOFOC. SPECIAL PERRAMT BIACI"G R O C 3 T� --1 AIPIBE CCM005, ALE NADC (s 7DCA SAtT. st(a min"G AS aUMNEUTS. CNLESS OTNLRNISE 4+01CATED. 17 ,o Q p U-2 :_7 ASST GR)T EXCEPT AS NOTED. APPLT CGVLECTGRS TD EACH FACE 0 CPC40 SHALL 6E LATIMLY BRACED UITR PROF[ Z r C3 :•: TRUSS AW UNLESS OTNERNIST IOCATEO ON HIS C(Sn:Y. P07IElISISICE LT ATTACPEO PLTh00D SR(ATNrA:. BUTTON CROL Np,C43M5 AL P I N I- . CI'SAECTOLS PER OIARINGS 119. ESC T 160%-F- CESIGN STAAI)ARY1TR PROPERLY ATTACHED REGIO :EILIB. •- SE [w �91 O \ CCi ON NFAPPL:CARL( PROCISIDOS OF DDS R Til. AN ENGINEERRIPIBE T:CNIIICAL UPDATE (711191) FCR MP E* T1 1 SEAL ON TNIS CAANINO 1J►11ES TO :NI COYDC�E NT pCPICT;O N[JLTBAII APPLI CACiDN. FUATLSH A CCPV O7 TRl U Jr - 'C :N ORLY. AND SNAIL BOT EE MUCO UPON TA ANT OTHER N&V. 10 THE TP USS ERECTION ---TRA:TDR. sly CE41 c3 c3 m i. --i r -:i . 1 .,•TPF - TRUSS 1111 11111 To I(. A05 - 1991 NATIONAL C(SICN SP((IFICATLON FOR 4C=2) CONSIRLCTIOO Dr, �l % 3 T 2-11-13 9-0-0 -8-0-0 BUTTE COUNTY BUi � R I ;gEN-T !"PPI itOI.© GA/ -/1/-1-/-1r_ TC LL 16.0 PSF TC DL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF TOT.LU. 31.0 PSF DUR . FAC . 1.2�5L SPACING 24.0" P G) m Scale.1875" Ft. REF R427--69760 DATE 08/28/96 DRVI CAUSR427 96241022 CA -ENG PBC/CWC ID SEQN - 25285 FROM MD �(PANSAM-WALK IN SAMPLE CONST NEW - TOP CHORD 2x4 FL #1 .BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard -8-3/4_ COHN THIS DIIG PREPARED FROM COMPUTER INPUT (LOADS 1 DIME11S10115) SUBMITTED 4Y TRUSS 11FR. CONNECTOR PLATES DESIG`JED FOR GREEN LUMBER PER ROS -91 TABLE 7.3.3. CONTRACTORS WARNING: THIS TRUSS IS DESIGNED TO BEAR AHD/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC`LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS 1S ERECTED PROPERLY. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). LEFT END VERTICAL MAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. 3X40 3X8- Mm 3X46 44 T r (A) (A A) A) i (A) 1X4 03 HE14-FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WITH (2) Bd NAILS. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION COkTRACTOR. CONNECTOR PLATES MUST BE INSTALLED IN ACCOROARCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. WARNING: THE CONFIGURATION/LENGTH OF THIS TRUSS IS SUCH THAT EXTREME CAUTION MUST BE EXERCISED IN HANDLING AND INSTALLATION TO PREVENT DAMAGE. REFER TO HET -80 & HIB -91 FOR RECOMMENDATIONS. WE RECO14MENO SEEKING ADVISE BY LOCAL PROFESSIONAL ENGINEER. ALSO SEE 'WARNING• NOTE BELOW. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72,00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. U RW CAUSR427 95241014 •(PANSANL•WALK IN SAMPLE CONST tfEW - T2; 508-3/4 COMN TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL Awl WEBS 2x4 FL Standard :4113 2x4 FL #1: CONVECTOR PtATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREREIITS,OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHEC<ED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). (K) WITHF2X41FULL ALPINEBPLATES 0 24CocB1OCK TO THE TOP THROUGHOUT PLCHORD PLUS REEL PLATES AS SHOWN. LEFT ENO VERTICAL HAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. 0 3X48 3X4 3X8 3X4= 40 7 7`a. / c 3X6= (A) t (A A) A) ER1TTE COUNTY A) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS KFR_ **'LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** (A) 1X4 'L" BRACE. SAME GRADE AS WEB MEMBER. ATTACH WITH Bd NAILS 0 6' O.C. BRACING MATERIAL TO BE SUPPLIED BY ERECTIDN CONTRACTOR. CONTRACTORS WARNING: ,HIS TRUSS IS DESIGNED TO BEAR AND/OR SUPPORT ADDITIONAL LOADS AT SPECIFIC LOCATIONS. PARTICULAR CARE IS ADVISED DURING INSTALLATION TO ENSURE THAT THIS TRUSS IS ERECTED PROPERLY. (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24• TOP CHORD OUTLOOKERS. GABLE AREA TO SUPPORT SIDING LOAD NOT TO EXCEED 10 PSF. REFER TO DRAWING 3,027.999 FOR GABLE FILL DETAILS & REQUIRED BRACING. III LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 (t3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED % 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. t-- 9-6-13 4X6--z 4X4 (AA1�� I ,' (K) 3X8- 3X4=3X6= 3X10- 3X10- W13) �-- --29-11-0 J 1-12 t 17-Q-0 _I �- 39-7-12 Over 3 Supports- -I R-811 W-3.5' R-2360 Wa3.5" Note: All Plates Are 1.SX4 Except As Shown. PLT TVP. Alpine Oesi n Criteria: UBC Cj m Q m � CI **IMPORTANT* ALPIBC 015BREERCD PRODUCTS. INC WARNING EN REQUIRE ERECTIO CARE SBiLI W1 RE RESP4ti5161E FrA 4N1 LY dlNDl1H0. ERECTION AHD C&-' C J C(NSLT105 FRCV INIS OfSIG9 0 THESE TfICIFICATMYS. ON A •HR4CM2. SEE HI0-91 BY TP[. SEE 1013 DLSIG. 1-3 °- F4IIUIE TO TJ:C'! THE iRUil IH COHFtlMLNLE Him In FOR ANITTOYAL S°ICIAL PCPJ19RIHT ]RACIER H 0 m r� L A 'UPIIIE COMECTDIS ARE YACs Of 200A :ILP. STEEL MILTING AS 001R(HERTS. UHLESS OTHCRVISE IHDIUITED, T6 C3 Q \ 1-. C_3 A6S3 GR3f IICEPT AS HOT(O. 0PLT COUNfCTORS To FAGI FACE 0 CPARO SBAJ.L BE EATERAIAE {!ACCO VITO PRCPC Q r( TRUSS A30 UNLESS OTHCRV(Sf 11CAT[0 3B THIS D[ShI. POSI TIO LT ATTACk[D PL3V000 IMATHINC. LiTTOE CIKR A L P I N E� r••3 CDSHECTcA; PER DRAVIAGS 130. LSO 3 16OA•F. 01SIM STARDARD VYTB P3C"KI ATTACUTO LIR10 CSILIBG •- SE CWIFCRM IF PL ICAGLE PA6TIS103S Of HOS R TCI. AH EWHEER' 1P1BE TI CIfN[CAl UPCATE (T/ll RI1 fBE PEO[[ T R U S S'—� {` , SEH 0 THIS ORAHIRG APPLIES TO TRf COPIWIERT DEP[C(EO PER OLTRALL APPLEUITIOA- FURNISH A COPT C1 THl `� IB OHLR. AND SHALL X37 BE RCLIIO UPON Itr ANY OTHER VAT. 0!5195 7D IPE TRUSS ILECTI6M CDOTRACt03. .-_TPII . IIHIts #..If INSFlfUlf. ADS - 1991 NATIONAL DISKO SPCCIFLCATIOH TOT WOOD COUSIRUCIlIkU N m m 7`a. / c 3X6= 0.0-4 +8-0-0 ER1TTE COUNTY A S i H OVED R-555 17.30 CA - 1 - - F Scale -.125' Ft. TC LL 16.0 PSF REF R427--69758 ASF TC DL 10.0 PSF DATE 08128/96 �loAy�'Cy BC DL 5.0 PSF DRW CAUSR427 96241021 M BC LL 0.0 PSF CA -ENG PBC CWC Nv.�S If* 81p91 * TOT . LO. 31.0 PSF SEAN - 88761 DUR . FAC . 1.25 IFROM 14D Cl �� SPACING 24.0° T�TFJnreL%A + PANSAM-WALK IN SAMPLE CONST NEW - T22 50'8-3 4 STEP COHII THIS OWG PREPARED FROM COMPUTER INPUT (LOADS E DIHEnSIONS) SUBMITTED BY TRUSS MFR. TOP CHORD 2x4 Flt CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE BOT CHORD 20 Ft 01 REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. 4IEBS 2x4 FL Standard NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). CONNECTOR PLATES DESIGNED FOR GREEN LU:NBER PER ND5-91 TABLE MOTE: SPECIAL HANDLING CARE SHOULD BE TAKEN DURING SHIPPING 7.3.3. AND ERECTION OF TRUSSES. SEE 'WARNING' NOTE BELDW. (A) 1X4 #3 HEN -FIR OR BETTER CONTINUOUS LATERAL BRACING TO BE EQUAtLV SPACED. ATTACH WITH (2) 8d NAILS. BRACING IN LIEU OF RIGID SHEATHING: MATERIAL TO BE SUPPLIED AND ATTACHED AT 80TH ENDS TO A TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED SUITABLE SUPPORT BY ERECTION CONTRACTOR. C 24.00' 0.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' O.C. LEFT END VERTICAL HAY NOT BE EXPOSED TO HORIZ. WIND PRESSURE. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6.9-14 5 3X40 3X8= 3X4= 3X4a 1.5X411 3X10m 4X4= t.bA4'I 1� T 2.11-13 9-0-0 KV 8 0-0 77.22- 5-11-0 zi 5-11 0 I 16-8-12 10-9-6 BUTTE COUNTY 33-5-2 Over 2 Supports BUI'LDM D_: . � i,Ioffq'I R-1036 W-3.5' R=1036 W=3.511 APPRO.D R1 GO Ln` m A -4 13 3 H 4 H H Z M PLT TYP. Algine Desi n Criteria: UBC 17.30 CAI -/11-/-/-/F Scale —.1875" Ft. C:3 =1 p G_ t.:1 "IMPORTANT" ALPINE (HSIHEERCO PRODUCTS. EA:. WARN I14G TRUSSES RCCIARE EATWE CARE TC LL 16.0 PSF REF R427--69759 (J _ ;�, SHALL d0: BE REWASE{LE FCt A% IN MLIIDLERL. EAECTLOM )AD OLAufIOU ►HON TRIS DESIGN OR THESE S4(C1F1CAiICRS. of AN tIACtNG. SEE HI8-41 BY TP(. SEE THIS OESEG (f, TC DL 10.0 PSF DATE 08/28/96 0 i' -_j 1'5 fA(.OAE TO 87[10 TRE TRUSS IB C011M IARCE KITH TPI FOR ACOITICVAL SPECIAL FERHIIENT BEACLRO•R y y� , ED L._I 1_-_ .) A:LIR( CONR(C:O1S ARE MADE OF tOGA G41V. STEEL PZ4TIOG ASI OUIRENEIITS. UIILCSS OTHCR7ISE INDICATED. FO 8C OL 5.0 PSF DR4J causaaz� 96241015 F = M .1 AGS3 StST SICIPT Al. IOTED. APPLT COWECTORS TO EACH FACE c CBORO SHAH BE IATEGLLT ►11U0 NITp PROs( Z �. 8C LL 0.0 PSF CA -ENG PBC CMC Q t� I :] 11US5 AND LALISS 012,401SE LOCATED 09 THIS OESE6i, POSETI LT ATTACHED PLU-000 SF(ATHIRO. BOTTOM GD1 .� (� LPIN �'� t COOUECTORS PEt DRAUtH:S 130. I50 b IGOA-f. OfSI6R STAAOI0! ITN PPAPEIIv Ai1ACHE0 )IIID CEIL[RL -- 6rl91 * TOT . L D . 31.0 PSF S E O N,� - 88763 (] L•, CCUFC90 WIAPPLICABLI PROVISIONS OF RDS A TPI. AR EMMA' ALPINE TKHRICAt UPOALE (I/II9U FO.1 ►ADP( * ` `� DU R .FAC . 1.25 F RQIl HD SGL GR CAIS Dtaill.0 APPLIES TQ ENE CORFO.IEAr O(PICfEO -E1 ORTVALL )=PLICATION. 193HISH A CCF► Or THI TR U S S: , j IN OIIL1. AN) SUAtt NOT BE RELIED UPOU IA ANY OTREt KAT. DESIGH TO THE :LUSS ERECTION CONTRACTOL. fJ CIY1 �`r �i LUSS PLAII INSTITUTE. R0S — LSH KATIONAt OESLC4 SPECIFIC)f1OU fc4 HOOD CORSTRtmosi '� \\� SPACING 24-081 (PANSAM-WALK IN SAMPLE CONST NEW - T24 14' TERM HIP TOP CHORD 2x4 FL #1 BOT CHORD 2x4 FL P WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO.BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' O.C. IN ADDITION. A RIGID CEILING OR 2x4 A3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. 14UST BE PROPERLY ATTACHED TO THE 80TTOM CHORD. THIS Db'G PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS MFR ***LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR*** CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. THIS TERMINAL GIRDER WITH 7•D-0 SETBACK IS DESIGNED TO SUPPORT TWO CONVENTIONALLY FRAMED HIP RAFTERS FRAMING TO THE TOP CHORD AND 7-0.0 CONVENTIONAL FRAMING TO THE BOTTOM CHORD. IN ADDITION THE OPPOSITE FACE SUPPORTS 2-0.0 OF LOAD SPLIT T.C./B.C. THE DESIGN OF ALL CONNECTIONS 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER EXCEPT AS NOTED. CONCENTRATED LOAD FRO14 EACH HIP RAFTER IS 383ff. ' 4X4 1VQ^ 4X4e (PANSAM-WALK IN SAMPLE CONST NEN - T25 14' COHN fOP CHORD 2x4 FL 01 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -9I TABLE 1.3.3. 4X4= THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT ,#2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -0 -SPECIAL LOADS (1994 UBC). IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00' O.c. IN ADDITION, A RIGID CEILING OR 2x4 f3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0!72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD, `-2-0-0-->j L<-2 - 0 - o->' I 7-0-0 I 7-0-0 14-0-0 Over 2 Supports R-538 N-3.5" R-538 W-3.5" 7�Z 5— +B -O -D BU1?E Com--, APv D C R1 m Cn 0 A r r 3 z m 4 H Z H Z 0 PLT TYP. AlDine Desi n Criteria: UBC - 17.3v3 CA - 1 - - F Scale -.375"/Ft. M 0 o C_Y 11 tr: "IMPORTART" ALPIKE EBGFBCCREO PRODUCTS. --NC. WARNING TRUSSES REOUItt CfItM CARE TC LL 16.0 PSF REF R427--69740 L:3 m SHALL NOT RC RESPONSIBLE FOR at ^EYIATIOB FRP" THIS ^[SICK OR 1-154 SPECIFICATIONS• OR A IB BABOLIBG. ERECTION AMC 'BRAcEAG. SEE 919-97 BY TPI. SEC THIS OESFG �`E, TC D L 1 0 . 0 PSF DATE 08/28/96 a E3 1 ` FAILERI TO BOItO THE TRUSS EB LDNIDIA111CC WITH TPI SAS( OF SO FOR AGDITIOMAL SPECIAL PIARABC1tt BRACIMO A yI * -"�iC� BC DL 5.0 P Sf DRW CAUSR427 96241003 A L] E 3 L-1 MADE AS NOTED. APPLYGCONNECTOLSE11. TO EACBIFACE36, AJSS CAST CAGFPTALPINE 6YOD HALL B1 LATERACTFKBtACEO O[SH PROPE \ '0 BC LL 0.0 PSF CA -ENG PBC /CWC =1 I=J IRC -SS ADO UCtESS OTHERWISE LOCATED as THIS OEStGB. POSITIOILT ATTACLYROOD SRIATHtBG, BOTTOM Ch HW P IC45 1� o AC_ p I N :OtBECTORS PER 00MIB.T 1". IGO A LEGA-F. OCStGt SIAXDAR0 W FYN PROPERLY ATTACNEO tiGIO CCILIKO -- SE 611397 * TOT . L D . 31.0 PSF S E O N - 88718 DU R . FAC. 1.25 FROM MD (00910.W;APPLICARtC OAOYISIOKY OF 6)S B TPF. AN CBOT NECK' ALPINE TCCI;RICAL C20ATC (./1/911 FOR PAOPE A COPT GF mCil ,* En SS TRU J rE- 7 ;• I I • ! _ ' 1 SEAL 01 --HIS ORWISG APPLIES TO T\E COHPOH07' OEPIGIED HCR IB Day. AND 39111,$*T BE RIXECO UPON IN ANY OTHER NAY. ORYHALL APPLICATION. FURBISH CY DEVON TO TIIE TRISS ERECTION CTRACFOL. �! l `� SPACING 24.0- —YPt - TRUSS PLAYS IUSTITUFf. 1103 - 1991 N.Al IOVAL OISICH SPCCIIICA7tCiY FOE. H000 COIISILUCIE9I1 _ PANSAM-WALK IN SAMPLE CONST NEW - T26 14' COM11 TOP CHORD 2x4 FL #1 BOT CHORD 20 FL $1 WEBS 2x4 FL Standard :Rt Slider 2x4 FL Standard: BLOCK LENGTH - 3.638' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 TABLE 7.3.3. NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -8 -SPECIAL LOADS (1994 UBC). THIS D116 PREPARED FROM, COMPUTER INPUT (LOADS 3 0114E11SiONS) SUD1111710 BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B:O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' D.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 4X4= CS) a No 3 m ru H Z M 4 M H Z G) L* -2- 0 - O-�Ij 1� 7-0-0 _i 6-3-14 �J E MA TV 13-3-14 Over 2 Supports �I =39 3 5" PARI VE`' R-537 Wm3.5„ 6`--1 �- V D PLT TYP. AlDine Desi n Criteria: UBC 17.30 CA - 1 - - - F Scale a.5° Ft. m 1::1 C n E-,'1 :� **IMPORTANT** Al%RI CNB[AEEACD PRJDUCTI, [NC UTARNING TXUSSCS REQUIRE LSTREHE CARE TC LL 16.0 PSF REF R427--69741 O O IZI .._ _ �� SiMIL HOT RE RESPONSIBLE fCR A11IN HAROUHO, !RECTION AAO DEYIATEOV ELON THIS MSIGH OR TRESS SP[CIf IcAllan. OR A •BP.AC[RR. SEC HEB•9L BY TPI. SIL THIS SES[G TC DL 10.0 P S F ^ DATE OA 128 ( 9 6 0 C=,[ -1 FAILURE TO BUILD TK[ TRUSS IN CL41 ANANCE WITH TPI FOR AODITIOAAL SPECIAL PERPANINT BRACING R ALPINE CONfI[CiORS ltaT PUDE OF IOOA SALT. SVEL PEE:]HG ASI OUIB(H[BTS. Cal E55 OTPd ANISE IHDI CATEO, TO q y BC DL 5.0 PSF DR�1I CAUSR427 96241004 0 \171 :_•.I ABS) GO" EXCEPT AS 40110. APPLECORNECTCIS TO CALM FACE CNORO SBALL BE LCTERALLY BFLMVITA PROM BC LL 0.0 PSF CA -ERG PBC/CWC E o - • A L P I TRUSS AND UNLESS OIHIRV)SC LOCAICO 01 THIS DESIGO'. POSIT[ ILY ACTACRED PLIVOOD SHEATHIAG. BOTTCN C602 COMIC1013 PER DRAVIIAS ISO. ISO s IBOA-f. DESIGN STAND LATH PROPERLY ATTACHED MGM CEILING -• SE 38a5 TOT. LD. 31.0 PSF P SEAN - 88720 v `_ �• b�9? * Q T T R U S Sr Y'� C01SC+TM YJAPPLICA9LE PA0Y1310NS OF HIS; A TPI. Al CR mnNmmo ALPIA[ TECHNICAL UPDAfE• 0/IIP]) FCR PROPC SEAL OU TII15 ORAIf[IL6 it TO rAF COPPOREHT DEPICTED RICA ORTUALL APPMATIOR, M..N13P. A COPT Of TRI * CIV 7 DUR . FAC. 1 . 25 FROM 1-10 1=1 Cm Cm 0 [ E ' 11 Ottf. AHD SHALL My. BE RELIED UPON [H ANY OTHER WAY. DCSIOR TO TRE !PUSS CRICTIGA CONTRACTO1. s l� OFC At�� S SPACING 24 . 0O ...1A1 - 1111,19 PUTT IUSTIIHIL RDS - 1991 1AOOIIAL OES101 SPECirICAT[OH FOR VODD COffiTLIICTION (PANSAH-14ALK III SARPLE TOP CHORD 2x4 FL #1 BOT CHORD 2x8 FL #1 WEBS 2x4 FL Standard CONST NEW - T27 14' CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. (A)BEXEQUALLYHEM-FIR SPACED, BETTER ATTACHCHITHN(2)58dLATERAL NAILS.BRACING O BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' O.C. IN ADDITION, A RIGID CEILING OR 2x4 #3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00° a.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. RECOMMENDED CONNECTION FOR 26-2.0 & 33-2-0 COW40N TRUSSES AT 24' O.C. FRAMIAG TO THE BOTTOM CHORD: SIMPSON L028. SEE CATALOG C-PT95H-1 FOR HAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MINIMUM REEL HEIGHT OF SUP?ORTING GIRDER.] 1.5X411 5X8 - THIS D11G PREPARED FROM C011PUTER INPUT (tOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR A**LOADING ON THIS TRUSS CALCULATED BY TRUSS FABRICATOR''** SPECIAL LOADS (BY TRUSS MANUFACTURER) TC -From 52 PLF at 0.00 to 52 PLF at 12.17 BC From 420 PCF at D.00 to 420 PLF at 8.00 BC - From 520 PLF at 8.00 to 520 ALF at 12.17 CONNECTOR PLATES MUST BE IRSTALLED I8 ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). 6X4= 1.5X41" 2-5-2 8-0-0 6x6= T� 12-2-0 Over 2 Supports R=2943 11-3.5° R-3217 w-3—APPROVED A M ; H Z r� 4 M H Z 0 PLT TYP. AlDine Desi n Criteria: UBC 17.3v3 CA - 1 - - - F Scale =.375' Ft. CD C� CM3 (� C� C� C'1 C� [] A L P I N T R U S_ �] �] [- I [ ] r I77 r-] \ .._1 1_? I:J 1 ;;' t;) [_) �,- , 1 **IIIPORTANT*% AtP1HE EHOERIfAED PRODUCTS. INC!WARPIIiIG SHALL NOT EL AESP0511LE FOR AAF DE7[AfEM4 E904 THIS DES160 Cl THESE SPEUIICAT[OM. OR AN rMLL41 t0 911ILD THE (ROSS EN CON7ORIUMI NITH Try KPIHI CONNECTORs ARE RADE Or raGA GAIT. STEEL LSIEIIHG AST R4S3 OR37 EXCEPT AS 11RTE0. APPLY C,]SQCTORS TO EACH FACE C IMU$$ AUD UNLESS OfEERN[SE LOCATED OW THIS 01151611. PGSI[l CAHNECTORS PER ORAW1Ri5 130. ISO C 160A•r. QE516N STAAOTL7t CONiaRH N./APPLICALL[ PROFI SICXS OF X05 S fPl. AN FNG10 f I' SEAL aN TtlIS O2AW1NG APPLIES CO THE CMUINT DEPICTIO HE III ORL'I, AW SNlll ROT RE RECIED UPON IN ANT OTHER WAP. TRUSIIS REQUIRE IXTLEHE CARE IN SHRDLIK. ERECfICD AM 4LACINt. SEE HID -11 FT TPI. SEE THIS OESIG fDR A01TIOR41. IPICIIL PCRNANCNT RMIKS R IOULRINENTS. UNLESS OTHERWISE INDICATED. TO CRONO SHM BE IATERALLT t�.ACED RIM PAOPE LT ATTACP10 PLYWOOD SHIATHIUG. ROTIOH CHOR GIFU PROGILLT ATTACHED RIGID CEILING •• SE ALPINE TECHNICAL UPDATE plLff 11 FOL IROPE ORTHALt APPLICATION. FURNISH A COPY Or TR[ CESIGN TO THE TRUSS ERECT IDI' (ONTEACTOR. ./( �°.o ty N0 C4 5 Jr t ��. APj�rt C(V j�`to�. /C TC LL TC OL BC DL BC LL TOT. L 0. 16.0 10.0 5.0 0.0 31.0 PSF PSF PSF P S F PSF REF R427- -69742 DATE OB/2 8 9 6 DRW CAUSR427 96241005 Q` CA -ENG POC/CIBC �? SE Q N - 88723 5 D U R .FAC . 1 1.25 FROM PTD SPACING 2'F . 0" .,, TP[ - [o yi5 rLA!E INSIT FIJI E. NOS - 199E RTim, D[s[GU s➢EcIn CATIOR M IIOOD COPST1UCnoN CONST NEVI - T28 15' iTOP CHORD 2x4 FL #1 E'BOT CHORD Zx4 FL #3 WEBS 2x4 FL Standard (CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NDS -91 -CABLE 7.3.3. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACEO BY PROPERLY ATTACHED PURLINS SPACED ® 24.00' o.c. III ADDITION. A RIGID CEILING DR 2x4 (t3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED (1 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 3X 0-0- 7 1 �; 1.5x4ft (K) 3X8- IHIS UW6 I'KtFAAtt) PK09 WPIYUItIC If4YUI (LUAUS A UIPILHSIVfq) SU9PIlIttU UT IKVSS MPK. CONNECTOR PLATES MOST BE IIISTALLED IN ACCORDANCE 111TH THE REQUIREMENTS OF I.C.B.D. RESEARCH REPORT 92949. NOTE: BC CHECKED FOR 10 PSF ADDITIORAL LIVE LOAD IN ACCORDANCE WITH TABLE 16.0-SPCCIAL LOADS (1994 UDC). (K) 2x4 FL #1 FULL BLOCK. ATTACH BLOCK TO THE TOP CHORD WITH 2X4 ALPINE PLATES 0 24"oc. THROUGHOUT PLUS HEEL PLATES AS SHOWN. ROTE: THIS TRUSS IS DESIGNED TO SUPPORT 24" OUTLOOKERS AND SIDING LOAD HOT TO EXCEED 3 PSF TO ONE FACE OF TRUSS ONLY. (K `17 1.5X40 3X6% ,0-4 +8-0-0 I� 7-6-0 _I_ 7-6-0 _I 15-0-0 Over 2 Supports '� TTE MATY R-1020 H-3.5' R-1020 i- I�S� UCCj� i I WEE 'N� PH %—.#V PLT TYP. AlDine Desl n Criterla: UBC 17.3v3 'CA - 1 - - F Scale -.5"fft. 0 C3 E3 C3 1:3 C1 I] ] C:3aEYIAFECN C3 E3\41 C1 C3 r-3RU C3 C3 3 C3 C3 C 3 7 C3 C3 LP I N �\ `CEJ\\��—�JC:MVM fl �aTRU S S C � c3 m O M **IMPORTANT** &P[AE CW%tbE[AtD PRODJCTS. INC. SNALL ROT BE RESPONSIN E F42 ANY PROM THIS U$361 OR THESE SPECIFICAfECei. OR ANY FARM TC BUILD THE TRUSS to COHrORHANC[ vim In ALPIM COMCTan ARE NM v Row QALY. STEEL HEETISO ASTM Aril 4RSI Ilan AS MOVED. APPLY CONNECTORS TD EACs FACE of TRUSS AND WILESS OTH1R1tSE LOCATED ON THIS OISEEB. POSITION CONNICITa15 PER MRA IKS Ito. t5O A 15DA-r. OESEW STANDARDS RJAPPLICABLE PAo[ESIONS Or NOS R [Pt. AM ENSIB[a'S St AL Of THIS DRAHIAS APPLIES TO THE CDMPOHENF DEPICTED HESE IN �Y. AND SMALL for Of R[LIED UPDN IN AAO OTHER RAF. WARN I NG TRUSSES REOIOIl EXTREME CARE IN 14NDL1H6. ERECTION AND SRACIAI. SEE RIB -OL BY TPI. SEE THIS DESILN Fox A7otrimn SPECIAL PttHANM DRAWS RE NUIREMEHIS. UNLESS OTHERWISE UIDICAT[D. TOP CHOLD SHILL DE LATERALLY &%ACED NITN PRDPu LY AITACPED PUNOOD SHE0111h71, BUTTON CHOU o" PRCPEILY A77AC14D R[OLD CEILIRL -- LEE AlPIAE TECHNICAL UPDAFF (I11191) rCi PAWER OAYVALL APPLICATION. A4INESH A COPE Cf 7H[S OESION 7O THE IAUSS E4ECTfON CUMIZALTCN- Ali 1 �o y 4 t- E46TOT.LD. *- 6 '- Orr CIY1L � Ali w....ST�Q- TC LL 16.0 PSF TC D L 10. 0 PSF 8C DL 5.0 PSF BC LL 0.0 PSF 31.0 PSF REFR-R427--69002 t DATE 08 2 6 9 6 08/26196 DRW CAUSR427 96239024 CA -ENG PBC/CWC/FM SEQN - 25151 DnUR/. F}AC . 1.25 FROM MD .--TPI . TRUSS KATE fMSTITUTF_ Am . IRtt HATIaNQ DlSIR1t SPECIf7CAT/0N fat \C® Camna(ffaH SPACING 1 NG 24 . 011 (PANSAM-WALK IN SAMPLE CONST NEW - T29 15 - TOP CI]ORD 2x4 FL #1 ROT CHORD 2x4 FL u1 WEBS 2x4 FL Standard COIINECTOR PLATES OESIGNED FOR GREEIi LUI4BER PER NOS -9I ]ABLE 7.3.3. r 4X4 (R) 19 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS E D)MENSIO11S) SUBMITTED BY TRESS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH TILE REQUIRE14ENTS OF I.C.B.O. RESEARCH REPORT 42949. III LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 24.00" o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED & 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. T -0-0 77Z 01 1-2-0-0--,j L*-2-0-0-50J� i -e-1-6- 7-6-0 _I BUTTE CONN Y kc I 15-0-0 Over 2 Supports "� SLALMOPr- #TMEN1 1 R-569 Wa3.5' 11, R-569 W-3.5" l0 PLT TYP. AlDine Desi n Criteria: UBC 17.3v3 CAI -111 -/-/-IF Scale —.3750/Ft. C3 to o 0 o E3 **IMPORTANT** ALPINE ERSISLEAEOPRODUCTS. IHC. FOR WARNING TROSSES9ECUREEETREIECM AID TC LL 16.0 PSF REF R427--69003 11- N r-3 M C 3 E3 SHALL HOT 0E ►tsars eiE ARI III IAT, 01 FADA THIS DESI61 04 IUESE 3PECIFICATIOU. OR &W9RACIR6. 19 HAMM.. ESECFIDII SEE 119.91 if In. SEE THIS OETIIt: 0 TC DL 10.0 P SF DATE 08/26/96 (� (::3C3 Q = fill LOl, 10 SUIL0 THE 19053 IS CORFMAKE WITO TV) FOR ADDITIONAL SPECIOL FURAeENT WC14 RE l^y Q C 3 M O ALPINE ODTCICTCIS LRE BADE DF IDEA bag. STEM RUJI0 4STH OUIREHEITS. UNLESS MIAMI MIMED. TO '` �I�O C BC OL 5.0 PSF ORW CAUSR427 96239020 Q C [] C3 Am 9qT IKIPT AS NOTED. Arm comifCA3 TO DTII EKE Of u� WXISS OTHERHISE caAFlo nv THIS KSIGH. POSITION CHORD MALI 6E LATERAILT 9RACED 9118 MCPER LT ATTACHED MUDDII WASHING. EDITOR (KRD r t� BC LL 0.0 PSF CA -ENG PBC/CWC/FM T1Ds9 � [� A L, P I N E [2111TOIS KA 011"1163 IID. 150 1 INA -10. HSIG1 STAHDAIDS HIT PAIP1Ru urlcxlo eu1D Ruusa .- stE M7 TOT . LD . 3 1.0 PSF SEO N - 88653 C0R►OR1 VIVPL[CARLE PtOPISEORS 6F POS 6 TPI. AH EHe11E(R•S WINE TICNy!CAL UPDATE (11111-11 FOA FACPER EQ * I3 0 SEAL OR TRIS CR"IRO APPUIS TO W1 CW?CeIAT DEPICTED HIRE' ORTYALL A7MC47E02, fL9e151 4 MY Cl THIS R. •�+M -' DUR ,FAC . 1.25 FRO14 ��D TR U S S 10 ORIF, p1- SN/LL ROI AT ea[Eo IS61 IN AIT OTHER YAP. 0[S16y TO TIE TAUIf ERECT IDI fGyIRMf09. sl /�1y1L `• C� I= C 3 C3 L7 C:31 T1°IR Pull Fxlfcnne_ lel - 1921 1ATTAYI2. DES191 FTACIFKAMN FLY 1000 MIT96[TI9e '�%I �I...aE�Q SPACING 24.0t1 TOP CHORD 2x4 FL #1 :T2 2x6 FL #2: BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER HOS-91 TABLE 1.3.3. 11115 UN6 P8EPAREU FROM COMPUTER INPUT (LOADS E DIMENSIONS) SUBMITTED BY TRUSS Y.FR. 'LOADING ON THIS TRUSS CALCULAIED BY TRUSS FABRICATOR" -- CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16.0 -SPECIAL LOADS (1994 UBC). CALCULATED HORIZONTAL MOYENENT OF 0.15 ' DUE TO LIVE LOAD IH LIEU OF RIGID SHEATHING: AND 0.12 - DUE TO DEAD LOAD. TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 #3 II.F. (0) THIS AREA OF TRUSS DESIGNED TO SUPPORT 24' TOP CHORD OR BETTER CONTINUOUS LATERAL BRACING SPACED ® 72.00' o.c. OUTLOOKERS. GABLE AREA TO SUPPORT SIDING LOAD NDT TO MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. EXCEED 10 PSF. REFER TO DRAWING 3,021,999 FOR GABLE FILL DETAILS b REQUIRED BRACING. (03-11-13 4X4- - - &.JAYLA,,lf- Lr-2.0 -oJ I.2-0.OJ tt 10-9-0 _1_ 10-9-0 I� 7-6-0 'T` 7-5-15 6-6-1 21-6-0 Over 2 Supports R-715 Ns3.5' 8-293 PLF Id=6-9-8 Note: All Plates Are 1.5X4 Except As Shown. 7 --So R �,:� zit .� ' � �.. � •, ML rLi tar. n, Ine coTREME 3 C3 [� C7 C3 D LZI I3 a IM M Q CM C 3 Cm Q Q =1 d C p LFI NE O `LTJ\\�1—JCONFORtl m ju- Q O **11�PORTANT** �� BE REsvo S16LEINEERED TFORI41- ANT OEFIATIOH PLV7 THU DESIGN DA 3"Ine SPECIFIC01011. OR ANY FAILURE TO NUM4 THE TRW IR 10TFORHABCE 9ITM TPI ALPINE CONRECFC,IS A0.[ HAVE O, SDGX QALY. fttEt MEETING ASTM JW53 6131 EICEPT AS NOTED. AMY COXNECTOLf TO EACH FACE OF TRUSS AND UNLESS UTHE1fOSETACATEDON THISCES10M. POSITION COHN[C10LS PER CAARE M 150, 150 A 160A -F. OESFCr ST►BOAt9S R/WLICABI[ PPDYiS[CA7 Oi NDS R iP[. AM ENCIRE[PS SEAL ONtHIS DRAVINS APPLIES TO THE CONMIAT OEPICTEO HIRE IN ONLY. AND SHALL (IOP K REL F[D UPON FH JAT OTN[R NAf. esiqn Lr ter a: UeL CA%E wARiiI11G 34 VJ.%LL'MG. ERECT DR AND MKII16. SEE BIS -9I BY TPI. SEE THIS 0131614 FCB JGOITIONAL SPECFAL PERHAKM Bhw/u RE WIREMENTS. UNLESS OTHERI ISE 1HD)WW. TOP CP6N0 SMALL BE LATERhLLY (RACED R1T1t PACPER LT ATTACHED PUN:oo SHEATHING. /DSFOMCKRD AL1tl E OPI&LITECHNI ATTACHED UPDAT 0.(110 031 FC2 -• SEE ALFlNE TLCHRICAL UPOAi[ (1/IJD1) FC7 PROPER ORTRALL APPLICATION. FM41SH A CCPF OF THIS DES, Otl TO T7k iRUSt tl.[CF[C* CMURACTOR. 11.3V3 ,� Ems^ tIQ.�MSTOT. *Eq,OUR.FAC. JX� CIY)1. ',liC n.-..d�@' CA/ -/I/ -/-/-IF TC LL 16.0 PSF TC OL 10.0 PSF BC DL 5.0 PSF BC LL 0.0 PSF LD. '31.0 PSF Scale —.25" Ft. REF R427--69006 DATE 08/26/96 DRI CAUSR427 96239025 CA -ENG PBC/CWC/FM SEAN - 25154 1.25 L1II��RUSS FROhl MUQ -- •SPI - TRUSS PLAT IRSTITUT. NOS - 1991 NATI6t4 CESICH SPECIFICATION PDX YOM CCI.STRLCTIOII SPACING 24. 0" z z H L9 L2 - 0 -0-J La -0 - DIJ fE10-9-0 � T� H f 7-6-0 7-2-8 6-9-8 21-6-0 Over 2 Supports BIB E oa. R-770 W=3.5' R=170 41=3.5' v v m 0) PLT TYP. Al ine N c� Q PANSAN-WALK IN SAMPLE CONST NEW - T31 21'6 TSC TOP CHORD Zx4 FL #1 BOT CHORD 2x4 FL #1 REBS 2x4 FL Standard C0NNECT0R PLATES DESIGNED FOR GREEN LUMBER PER IIDS-91 TABLE 7.3.3. NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD III ACCORDANCE WITH TABLE. 16 -B -SPECIAL LOADS (1994 UBC). 4K4a TI -IS DNG PREPARED FROM COMPUTER INPUT (LOADS S DIMENSIONS) SUBMITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REOUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CJIORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION. A RIGID CEILING OR 2x4 P3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' O.C. MUST BE PROPERLY ATTACHED TO THE 80TT0M CHORD. nociern Pr+it"ria• 1120' 11 9u9 r 3� +8-0-0 BUTTE COUNTY A' I`A I - FIJ-I_I - FC C-1.- _ nr_.. Ir&. [� M M O ED M C] C7 C3 C3 CM 0 C3 C3 C] O� � Em ALPINE RE I 0 V S S "IMPORTANT" Au"U T BEEEBEOPRODUCTS. ua. DEYIATID9 IRON Ttlli C:S[iS ERASlJIETSPECITIP[AT ONSE PDL AW"if TAILIIRE TO SUILD IME TRUSS IN CDOPCa14UICE NIIH TPI ALPINE LWm(C10R3 ASE MADE OC Itrl DQE. STEEL NEETJRS ASrM TO EACH FATE CF T's AMDUNLESSDDT199VIISELOCATT(DCCKTHISOE1611.PDlI[Cw CWWECCORI PEN ORAVIE43 110.3SO A IGo-r. DESIGN STARD003 CONFORM VIAPPLICAUE PRO1J3103SCF NOS E TPI. AN EMLSAEER-S SEAL CEN THIS 01AYpi APPLIES TO THE COMPONENT OEPJCTIO WERE 1M DV.Y. ANO SSKI Nor !E Nam) UPON 1N ANT OTNER RAY. WARNING �1UJSE5 NEO018[ GTLUI CANE ONACENO. SEE NI3.9T RILTPI. SEE THISJGESIGN FOR—rT1DHAl SPECIAL PERMANENT NLACIw RE OOIHENERTS. DILESS OTRERNISE 1HDIC4EE0. TOP LTORS TAATTM OP:1 OD BE SHEATLLY HING.5017GCCSORO YITN PROPENLI ArrACHEO RIGID CEIIIW, -- SEE ALPINE TE=CIL UPDATE (711191) FOS PROPERt_ ORYRALL APPLICAno. FURNISH A 1097 OF THIS DESIGN TO Re TRUSS ERECTJOH CDITNACTOR. 1 'A �•j ft C4MS 6 1 * * ..... . • --• • � 4 j1 Q TC LL 16.0 PSF TC DL 10 .0 PSF BC OL 5.0 PSF BC LL 0.0 PSF TOT. LD. 31.0 PSF REF -R427--69007 DATE 08/26/96 DRW CAUSR427 96239021 CA -ENG PBC/CWC/FM SEQN - 88662 D{IR .FAC. 1.25 FROM MD ••-►Pr - - TRUSS PLATE I9STJTUIE. 903 - 1991 NAFICNOL DESIGN SPECIFECATTON FOR MOOD C0119F000TION /� S P ACING 24. 0 1' PANSAM-WALK IN SAMPLE CONST NEW - T32 21'6 TSC TOP CHORD 2x4 FL gl CI) SOT CHORD 2x4 FL 11 .� WEBS 2x4 FL Standard :Lt Hedge 2x4 FL Standard: a CONNECTOR PLAIES DESIGNED fDR GRLEM LUNDER PER RDS -91 TABLE 7.3.3. , NOTE: SC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD III ACCORDANCE ?WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). 0-6-5 6X1 4X4 - THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY T USS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITII THE REQUIREMENTS OF I.C.D.O. RESEARCH REPORT $2949. IN LIEU OF RIGID SIIEATHING: TOP.CIIOi1U TO BE BRACED BY PROPERLY AITACMEU PURLINS SPACED 0 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 II.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED 0 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. L2 -o -oJ ii 9-9-0 _1_ 10-9-0 fe 6-6-0 'f` 7-2-8 'i 6-9-8 20-6-0 Over 2 Supports R-621 W-3.5' R-754 W-3.5' Lo m PLT TYP. Al ine Desi n Criteria: 08C 0 0 0 o C3 o **IMPORTANT*' AINA! ESG[DLEREO PLDDUrS. W. WARNING maws RERUJIE LTIAEFF CARE 9LLI1, DLT DE RESPORSIM FOl k4r IN 14varDO. EJECTION AND N E3 C3C3 C3 0611A3103 FRDN 7475 DESIGN OR MESE SPECIrICArItNS. Ql AM O.UCEOG. SEE 1110.41 IT 1P1. AEE THIS DESIGN (.9 C3 ED C3 CJ FAILURE 10 SOr.D ERE TUM 1R CCWFORNANCE RITN TPt F01 AUDIT]ONAL SPECIAL PERRAREAr ZRACIDG RC Qm E3 E1 M ALPINE CONRECMXS CIL V.%= Of IM GILT. STEEL REETIra AITH Cv[RENEITS. 411EM DTNERRISE IfD[CATEO. TOP Q Q ASSS GR31 EfCVr 4S W ED. AP; -0 CONHECTOIS TO EACH FACE Cr 000 SHALL DE LATERALLY OWED VrTN PROM Q O TRUSS AND 040119 OWSIVISE +C:ATED ON THIS DESIGN. PODETICW LT ATTACHED FLTV000 SHEATURS. ROTTUN CHORD ALPINE ��r�-3 CCnnEciDRf rE1 JILvaLz 170. 150 : Igo DLL[GAI STMW !rd Y[TY PROPIAIT ATTACHED R19N CEILING •• SEE CGNFOSH N1APk ICC!lE PROYISIQAS OF MDS S TPJ. AN EK[SIEN•S 11PIN1 T[CR.YICAL UPDATE 4TF1C91J jr. PROPER TEAL ON THIS 04VEAL' APPU1$ TO THE C04PONE]1T CEPICTCO NLRE CSTSALL +Ph RATION. NRNISY A COPY O1 TN19 ,'_RR], IN OMLT. 4W SHA1 SLT OL AEU[0 UPON IN +9T OTPIN NAI. OCSICN TD TPI TRUSS CRCCII61 COIITIGCiOR. E� E��O UES C� Q TRUSS PUT[ INISCTUrr. YNR . 1921 rATineu erfrru co—ne—nm rnn ....-n om-& .•n- 5-0 :0-0-0 % 3 2- Scale—.25"/Ft. REF R427--69009 DATE08/26/96 DR W CAUSR427 96239022 CA -ENG PSC/CK/FM SEQN - 88665 FROM MD TC LL 16.0 PSF D !!. yy TC DL 10.0 PSF '� BC OL 5.0 PSF BC LL 0.0 PSF WC43845 E* 6 47 * TOT.L0. 31.0 PSF CIYI� ! OUR. FAC. 1.25 F,,..,,.,ItOQ� SPACING 24.00 Scale—.25"/Ft. REF R427--69009 DATE08/26/96 DR W CAUSR427 96239022 CA -ENG PSC/CK/FM SEQN - 88665 FROM MD • (PANSAM-14ALX IN SAMPLE CONST NEW - T33 21.6 61 TOP CHORD 2x4 FL #1 BOT CHORD 2x8 FL #1 WEBS 2x4 FL Standard :413 2x4 FL #1: :Lt Slider 2x4 FL Standard: BLOCK LENGTH - 5.475 - CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS -91 TABLE 7.3.3. SPECIAL LOADS (BY TRUSS MANUFACTURER) .......... N ..................... ------------------ TC - From 52 PLF at 1.00 to 52 PLF at 21.50 BC - From 525 PLF at 0.00 to 525 PLF at 21.50 NOTE: BC CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 UBC). RECOMENDED CONNECTION FOR 30-1-0 8 33-5-0 COFJ4011 TRUSSES AT 24' O.C. FRAMING TO THE BOTTOM CHORD: SIMPSON LU28. SEE CATALOG C-PT95H-I FOR NAILING SPECIFICATIONS. [UNLESS OTHERWISE SPECIFIED, SUPPORTED MEMBERS HAVE IDENTICAL LUMBER AND MIHIMUN HEEL HEIGHT OF SUPPORrEur_ r_tnnco T 8X8 (E T 0-11-5 1L1A7 vnv rF%Lrnacv rnvrl 4VIlrVIL. a..rv. tww .. ,,,,,,.....-.. w . ... ..... 2 Complete Trusses Required NAILING SCHEDULE: (10d_box_nails) TOP CHORD: 1 ROW ® 16' o.c. BOT CHORD: 1 ROW @ 6• o.c. WEBS : 1 ROW @ 4" o.c. USE EQUAL SPACING BETWEEN ROHS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. CONNECTOR PLATES }OUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.8.0. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED 0 24.00° O.C. 10 ADDITION, A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. 6XIS 13 )zr- +8-0-0 7_3 3 OJL4w /RC1= Ino— JR1:V-R 3XB(A3)- _ 3 `, BUTTE COU;..- w 10-9.0 1 8UILDIM, L:"». PA-il 1 20-6-0 Over 2 Supports W-5829 W-3.5" R-600 W-3.5" PLT TYP. AlDine Desi n Criteria: UBC 17.3v3 CAI -111-1-1-/F Scale =.25" Ft. EJ M Q Q o 1i —" U o 1� r- I=� r� P1 ` -L I'-� -, I 0 \\' J I- � \ [_: A LPI N L'_I If - C F-•�+v yr '� `�"-� [_] C=1 I'_:1 :'� I_ I **IMPORTANT** AIPIHEfN61HEEREDPNCCUCTS. ENc IIAR14ING To USSES REQUIRE EITRERE CARE SHALL *)I R[ PISPOnS1ttl rOR AH EN WOUND. ERECIIOR AA9 M TIOR FEC" THIS DESIGN 01 TOM SPECUIC01051. OR JL CEA;. SEE NIS -91 DY TPI. SEE THIS TE316 FAIEOIE TO ObILD THE TRUSS IN CORFif1NANCC NITS IPE FOR AD)ITIODAL S:ECIPL PERHA%,LNT ORACING R AAAIHE CONOCC605 ARE ME OF 204\ GALY. STEEL NEGIHO ASI iQUIRE1411113. UDLISS OTHIAHISC INDICATED. f0 ASSS 637 EICIPT As nOriO. APPLY CONNECW S TO EACH FACE CHORO SHALL Bf IATERALtT BRALED METH PRCII FOOSS AND US ISS OtHEOME LOCATED OU THIS DESIGN. POSIT[( Y AFTACHED PL-UDDD SHLATHERs. BOMB CROA COq%ECTORS PER ORAHIRGS 130. ESO 1 16OA•1. OISFGS STA110AR NITN PAOPERLY ATTACRfO RIGID CEILENS .• $1 COSIOAB NIAD711CABLE FROYISIOnS OF NDS I TPI. AN M, E. [ANE T[CNS ICAL UPDATE (F/1/9q FJR Min 1RAI Oil ORlT.ER1 S ARO SIIALLNn07PEEIES TO RRICOCRI UP010IR0ARTTOfBCOCTED khY.MEND IGNLTOPTNCC EAOSS • SUMS" A CUT OF E.fCTIOY COH PACiORTaI �yC O y 4 r = 5 r � � fin. 1;3091 * *s y�y j'�ff t\E�� TC LL TC OL BC DL B C LL TOT . LD . 16.0 10.0 5.0 0.0 31.0 PSF PSF PSF PSF PSF REF R427--69762 DATE 08/28/96 DRW CAUSR427 96241017_N N CA -ENG PBC / C1J C SEQN - 887B4 OUR. FAC. 1.25 /..� FROM 1'ID SPACING 24.0 ..,TPI -TRUSS PLATE 1ILSTITUTC. HOS- 1991 1101011A Of SIGN SPECITICAfIOH FEN WOOD COUSTRIviION PANSAM-WALK IN SAMPLE TOP CHORD 2x4 FL 91 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard NEW - H1 8'8-5/16 HA CONNECTOR PLATES DESISHED FOR GREEN LUMBER PER HOS-91 TABLE 7.3.3. FOR PIGGYBACK DETAILS, REFER TO DRAWINGS 634,016. A625.376, OR 847.045. 1 2X4 () 4X4= THIS OHG PREPARED FROM COMPUTER INPUT (LOADS & 0II1EIISjONS) SUB14ITTED BY TRUSS MFR. CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. IN LIEU OF RIGID SHEATHING: TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00" o.c. IN ADDITION. A RIGID CEILING OR 2x4 p3 H.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED Q 72.00' o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD. (A1)= 0-3-Z 0-3-2 I_ 4-4.2 _I_ 4-4-2 _ �— 8-8-5 Over 2 Supports ----- R=283 W-3.5' R=283 W=3.5" �.. 8-0-0 W/ UU 1 6 E COtj ( 11 sult Dr -q fr-�P� , 'F AAEN-' PROVED TRUSS BELOW PLT TYP. AlDine Desi n Criteria: UBC 17.30 CA - 1 - F Scale =.5° Ft. C= O CI Cj t.- L':.I **IMPORTANT** ALPINE LH6IHECRED PIDDUCTS. IN'- BE WARN ING :BUSSES AIMEE ELTcIHE WE TC LL 16.0 PSF REF R427--69746 L j $HILL 901 RCSIOUSIBLE «* Am LH HANDLIRS. ERICTION AHD u DE'ITAli011 FROM THIS DESIGN OE THESE SPLCTFICATEONS. OR AA RWIN9. SET HIS -91 BY FPI. SEE [HIS OCS1( � �y TC DL 10 .0 PSF DATE 08/28/96 1=1 ci--� ( —1 N FA1Lut 7D BUILD THE TRUSS 10 CONFOANARCE VITH TPI A'.PEXE COHIIECTCQS LLE HAD( OF INA 6ALY. STEEL PIEETINO PSI FOR uDIT1OHAL SPTc1AL sIRHSHEHY EEACtwG A GUIREHl UT$. UAIESS OTHEgWISE 1110IMED. TO y'iOiO BC DL 5 .0 PSF ORW CAUSR427 96241007 i I] C3 r a I i -.I sm St77 ESCEPr AS NOTED. APPLY COXNECTOR3 TO TACH FACE C CHORD SHAII BE LATEPJkt1i BRACED WITH PROPE r A BC LL 0.0 PSF CA -ENG PBC CWC I FA'JSS AIID UHLCSS OTHERRLSL LOCATED 011 THIS OES16U. P07IIIC LT ATTACHED PLY11000 WATHING. SOTTOR CHOI 22 C4n45 r F o ALP I Nr\ L-_ COXNECTOR3 PER WHIM ISD. LSO& IGOA•F. MICH STI39AnC UYfDER U/IPPUCABLE ISIS IPE. 91iklAOPERL' ATTACHED RIOIO CUEING -- SE AIPIA! FlOPC (Jp. 63491 TOT. LD. 31.0 PSF SON - 88730 O I— PROVISIONS OF A 48 EHGINEtA' ML OR THIS N ABING APPLIES TO VHL CC00thF 9EPICTCD A) TCCHNlCAL UPDATE (7/L/3I) FOR OETVAlit APPLICATION. JURHISH A COPT GT THI * D UR 1 FROM MD T R U S Sr ER ONLY. AAO SNAIL NOT SL RELIED UPON IN AVF OTHER RPT. OESIGR TO THE TRUSS EAECTICN COUTRICTOL. C .FAC . .25 " SPACING 24.0 m ED Lj F-1 r� trl 'elf nr nR�\E� .,.iPl tRJis PLATE IN9TIPUIE_ UDS — 1991 HATIC:/AI DESIGS VILIFICATION FCA HBOD CCYSTP.00T[0U v_ • (PANSAM-WALK 1N SAMPLE TOP CHORD 20 FL $1 BOT CHORD 2x4 FL #1 WEBS 2x4 FL Standard NEW - H2 16'2-5115 HAT CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER RDS -91 TABLE 7.3.3. FOR PIGGYBACK DETAILS, REFER TO DRAWINGS 634,016. A625,376, OR 847,045.` 2X4 (A] 4X4E THIS DWG PREPARED FROM COMPUTER INPUT (LOADS A DINEHSIONS) SUBMITTED BY TRUSS RFR. CONNECTOR PLATES MUST BE IIISTAtLED IN ACCOROARCE }PITH THE REQUIREMENTS OF I.C.B.O. RESEARCH REPORT #2949. NOTE: 8C CHECKED FOR 10 PSF ADDITIONAL LIVE LOAD IN ACCORDANCE WITH TABLE 16 -B -SPECIAL LOADS (1994 080. IN LIEU OF RIGID SHEATHING; TOP CHORD TO BE BRACED BY PROPERLY ATTACHED PURLINS SPACED @ 24.00' o.c. IN ADDITION, A RIGID CEILING OR 2x4 #3 N.F. OR BETTER CONTINUOUS LATERAL BRACING SPACED @ 72.00" o.c. MUST BE PROPERLY ATTACHED TO THE BOTTOM CHORD.' I(A1)= 4-8-0-0 0-3.2 0-3-2 x FSU I ! E COU -N T� 8-1-3 _ _h S,- 13 _1 -- 16-2-5 Over 2 Supports > R-516 W-3.5" R-516 W-3.5" TRUSS -BELOW C N m LO m PLT TYP. Alpine Desi n Criteria: UBC 17.30 CA - 1 - - - F Scale =.375" Ft. rJ Cm '— '•'" iI (] _/�;, —?' �--Jl J 'I ..I E� \ U-71 i " .1 .; C3 A L P I N E I / c-✓�TRUSS: _ ::� r� o rn (._) 1:j i , **IMPORTANT** AIPIIIE EMSIREENIO PRODUCTS. [RC. SHILL BOF BE RISPOUSINLE FOI L11% DEIIATI^Y MIR THIS DESIGN CR THESE SPECIFICATIONS. C9 A I'A1LGRi TO BUILD THE TRUSS [+R CORTGRMCHCE WITH TPI ALPIRi [OHUECTCRS ALE BADE Of 20GA 4541.1. STEEL BE[TUG 4$I AM 7,137 EKCiT AS b0T[0. APPLY COYII[Ci01S TO EACH iACt 0 (ROSS ANR OBl[SS OTHERHISE LOCATED DH MIS DrSIOR. POSITIO [ORRECTOIS PIA DRAR10GS 119. L50 i 16OA•1. DESIG7 STANDARD CORTORP rrA-PLICABLE PROWISIM OF BDS E TPI. Ai 1C41RECR' SGL CB PeLS OR4HIBG AfiUES TO SHE CCM70R[BL OI�[CTCO NCR ID ONLY. • uva6FOS WARNING TRUSSES RIOUIRE (IIIERE GLUE IN HAUOLIN6. IAECTION ARE TRACrAG. SEE HER -91 BY iVl. SCI iN1S D[S1' rot )COITIOHX SPECIAL PERNAA'INT BRACH F 14UIREPCHTS. UAIESS Of"ELHISE INDICATED. II CHpIC $HALL aE LATCAAILI BRACED NITA;;LDK I ACTAGIEO ILYNOO9 SHEATHING. DOrrcA[ V[TN PPOPER.I ATTAC911 2LGIO CEILLBl •- SE ALPIRE TEGCICAL WOATE (1)1/911 FOT PR OTIIIALL APYLICATLON. rRR1ISN A CN! 01 IN[; To All SPoP.EBOOIRCORSrRUR10N_ p y� x r A E4, yL� * (� 677++ * C1Y1� elf to �j �� TC LL 16.0 PSF TC DL 10 .0 P S F BC DL 5 .0 PSF B C L L 0.0 P S F TOT. LD . 31.0 PSF REF R427--69761 DATE 08/28/96 _ DRl'1 CRUS 8427 96241016 CA -ENG PBC / CtJC S E O N - 88772 P 0UR . FAC . 1.25 FROM MD SPACING 24.0" -]TRUSS PLAT. INST NTE. .B ISi1PNLTIONAL DESM SPECIFICATICV This safety alert symbol is used to attract your attention) PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibility of the installertbuilder, building contractor, licensed contractor. erectoror erection contractor) to properly receive, unload, store. handle, install and brace metal plate connected wood trusses to protect life and property. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing wiIJ most likely result in serious personal injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in severe personal injury or damage to structures. '494 TRUSS PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 Madison, Wisconsin 53719 (608)833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide forthe use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the based upon the collective experience of leading technical personnel in the wood publisher. Printed in the United States of America. CAUTION: The builder, building contractor, licensed contractor, erector orerection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on -center or less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. TRUSS -STORAGE" s CAUTION: Trusses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be JA - supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 A WARNING: Do not break banding until installation begins. Care should be exercised in banding re- Jto avoid shifting of individual trusses. E WARNING: Do not lift bundled trusses by the bands. Do not use damaged trusses. ADANGER: Do not store bundles upright unless properly braced. Do not break bands until bundles are placed in a stable horizontal position. ADANGER: Walking on trusses which are lying flat is extremely dangerous and should be strictly prohibited. Frame 1 Up to 24' 1 3/12 1 8'1 17 1 12 1/4" Over 24' - 42' 3/12 1 7' 1 10 1 6 nal bracing. Diagonal bracing should be nailed Over 42' - 54' 3/12 1 6' 1 6 4 4' Over 54'. See a registered professional engineer are attached to the topside of the top chord. DF - Douglas Fir -Larch SP - Southern Pine 6' HF - Hem -Fir 1-3/4" SPF - Spruce -Pine -Fir ou 0 � ry 2" 8' 108" 2" 9' �ry Diagonal brace also required on end verticals. PLUMB I I Truss Depth D(in) 12 —� 3 or 9, \realer \ "<S g. All lateral braces lappet at least 2 trusses. Continuous Top Cho -d Lateral Brace Required t 10' or Greater X45° Attachment /� iRequired .—/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser. of D/50 or 2" o" Top chords that are laterally braced can buckle o n' 12" 1/4" togetheran d cause collapse if there fano diago- 24" 117' 2' nal bracing. Diagonal bracing should be nailed 34' 3' 48" to the underside of the top chord when purlins2q� 4' --'701-4-111 1-1/4" are attached to the topside of the top chord. 72" 1-1/2" PLUMB I I Truss Depth D(in) 12 —� 3 or 9, \realer \ "<S g. All lateral braces lappet at least 2 trusses. Continuous Top Cho -d Lateral Brace Required t 10' or Greater X45° Attachment /� iRequired .—/ WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Lesser. of D/50 or 2" o" Q1so'.. o n' 12" 1/4" 1' 24" 117' 2' 36" 34' 3' 48" 1 " 4' 60" . 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' 108" 2" 9' Maximum Plumb Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. BOW 1 T ±y;' L(in) L(In) U200 ;L(ft) 50" 14" 4.2' 100" 12' 8.3' 150" 3/4" 12.5' L(in) P Lesser of 1.1200 or 2" L((n) U200 L(ft) 200"1 " 16.7' 250 1-1 /4" 20.8' 300" 1-1/2' 25.0' OUT -OF -PLANE INSTALLATION TOLERANCES. i DANGER: Under no circumstances should AWARNING: Do not cut trusses. A construction loads of any description be placed W t on unbraced trusses. I Frame 6 Tag Line WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. 11A greater than 30' by the peak. Approximately the lifting device until the ends of the F Approximately '/2 to 3s truss length truss are securely fastened and tempo- 7/j to 3/, truss length Less than or equal to 60' rary bracing is installed. Greater than 60' Tag Line Spreader Bar l Toe In —A �� /--Toe In Tag Line At or above mid -height Approximately \ 1/2 to ins truss length `� Less than or equal to 60' Tag Tag Line Line 10, Approximately _I ?/,to 3/ truss IPnnth CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer If a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's MECHANICAL. i so° Aoess Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood INSTALLATION:;;; Trusses, DSB-89, and in some cases determine that a wider spacing is possible. or less TApproximately Approximately Tag '/truss length '/:truss length line Truss spans less than 30'. Lifting devices should be connected to the truss top chord with a closed-loop Strongback/ Spreader Bar P attachment utilizing materials such as slings, chains, cables, nylon strapping, SpreaderBar Toe In Toe In etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with Approximately the lifting device until the ends of the F Approximately '/2 to 3s truss length truss are securely fastened and tempo- 7/j to 3/, truss length Less than or equal to 60' rary bracing is installed. Greater than 60' Tag Line Spreader Bar l Toe In —A �� /--Toe In Tag Line At or above mid -height Approximately \ 1/2 to ins truss length `� Less than or equal to 60' Tag Tag Line Line 10, Approximately _I ?/,to 3/ truss IPnnth End Wall __SF�i BI / Ground' \�`\\� brace \ t at irusa of braced lateral (L8�\\\ grrtruss" of truss Group brace Ground r End brace (EB) lateral (L " di nals (GBD) Note: 2nd r system shall have ad ate capacity to support ground races. strut Backup (ST) 2nd floor ground stake I Driven Typical horizontal tie member with tat floor ground stakes multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 CAUTION: Temporary bracing shown in this summary sheet is adequate for the installation of Atrusses with similar configurations. Consult a registered professional engineer If a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. End Wall __SF�i BI / Ground' \�`\\� brace \ t at irusa of braced lateral (L8�\\\ grrtruss" of truss Group brace Ground r End brace (EB) lateral (L " di nals (GBD) Note: 2nd r system shall have ad ate capacity to support ground races. strut Backup (ST) 2nd floor ground stake I Driven Typical horizontal tie member with tat floor ground stakes multiple stakes (HT) CAUTION: Ground bracing required for all installations. Frame 2 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 1b �v0 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. 2X472xe PARALLEL.--'---.IllI TOP CHORD;TRUSS TOP CHORD DIAGONAL BRACE i MINIMUM LATERAL BRACE SPACING (DB SPAN DEPTH SPACING #trusses ...... SP/DF ,SPF/.H:F.,'i Up to 32' 30" 8' 16 10 Over 32'- 48' 42 6' 6 1 4 Over 48'- 60' 48" 1 5' 4 1 2 Over 60' 1 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir 0 1b �v0 L The end diagonal brace for cantilevered trusses must be placed on vertical webs in line with the support. All lateral) braces lapped / at least two trusses. End diagonals are essential for stability and must be duplicatesonon both ends of the truss system. =450 ?0'M �OTrueses S% %,_2VPpjN� 2, WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. �45a End diagonals are essential for stability and must be duplicate on s both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required - 31/2a Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 2X472xe PARALLEL.--'---.IllI Continuous CHORD;TRUSS Top chord Lateral Brac Required Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- 10' nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Attachmer Required All lateral) braces lapped / at least two trusses. End diagonals are essential for stability and must be duplicatesonon both ends of the truss system. =450 ?0'M �OTrueses S% %,_2VPpjN� 2, WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. Top chords that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. All lateral braces lapped at least two trusses. �45a End diagonals are essential for stability and must be duplicate on s both ends of the truss system. Frame 5 30" or greater Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required - 31/2a Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. Top chords that are laterally braced can buckle togetherand causecollapse if there fano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. 12 —___1 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord All lateral braces Lateral Brace lapped at least 2 Required trusses. —� 10' or Greater Attachment Required AWARNING: Failure to follow these recommendations could result In severe personal injury or damage to trusses or buildings. A Over 28'- 42' 3.0 1 6' 1 9 1 6 Over 42' - 60' 1 3.0 1 5' 1 S 1 3 Over 60' 1 See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord gyp` �y�jQ Lateral Brace —� yS QQ� All lateral braces Required nal bracing. Diagonal bracing should be nailed lapped at least 2 �— trusses. 10' or Greater Attachment Required 2B'o ♦ /es 3 =4S* A a Frame 3 ti . 00� gyp` �y�jQ Top chords that are laterally braced can buckle yS QQ� togetherand cause collapse ifthere isno diago- nal bracing. Diagonal bracing should be nailed �ry to the underside of the top chord when purlins are attached to the topside of the top chord. 12 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. c�5 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir io5 0 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. �o ass �O. Permanent PS continuous ��, lateral bracing as specified by the truss engineering. -- All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. \ L>7 =45' /_A L,y Frame 4 {, . . . . ..... BOTTOM CHORD ;', . ....... . . BOTTOM CHORD DIAGONALBRACE MINIMUM LATERAL BRACE SPACING (DBS SPAN PITCH SPACING(LB [# trusses] Up to 32' 4/12 15' ;ii. 20 15 Over 32'- 48' 4/12 15' 10 1 7 Over 48'- 60' 4/12 1 15' 6 1 4 Over 60' 1 See a registered professional engineer c�5 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir io5 0 AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. �o ass �O. Permanent PS continuous ��, lateral bracing as specified by the truss engineering. -- All lateral braces lapped at least 2 trusses. Cross bracing repeated at each end of the building and at 20' Intervals. \ L>7 =45' /_A L,y Frame 4 {, ti ��,RE _ID NTIAL ' 039-570-031 PERMIT#96 411 9 PANKHURST, Kristin & Richard Lt)P Marmore Rd., Chico Cont: John Sample New Single Family �JJ 56 % J I { D' I` OFFICE COPY Address GAS Da Meter By ELECTRIC Date Meter By t, \ JOB FINALED (Date) ? Sid "nature '� i V=OK O = Not OK lNotReady MOBILE HOMES . Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements - Setbacks - Easements t 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-Gmd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap; / tUft. / /Nat. or/ /°L"ft./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector 4. Electricity; MH Test-Crossovers-Breakers-Clearances 5. Drain; MH Test-Fall-Flex Connector 6. Water; MH Test-Regulator-Connector 7. Water and Sewer Connected-C/O to Grade-HD Approval 8. Gas and Electricity Tagged 9. Tie Downs-Type-Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 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 - V 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Lendings 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 -GA 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip: w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK - = Not Applicable Not Ready RESIDENTIAL (; = Date UNDERFLOOR (Plans) OK except #'s y/ L, -Setbacks -Easements -Flood -Slope tg., Mai Soils-Elec. Grnd.-/ /" Ftg. Depth age; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth malls, Main; Steel-Blockouts-Wrapped mw Garage; Steel-Blockouts-Wrapped %ellTo-ld Downs and Special Anchors 74. Slab; Steel -Wrapped iers-Fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienum & Ducts; Clearance -Material -Support -Ins. 14. Gird s -Sills -Anchor Bolts -Joists -Vents -Cripples 15. cess & Ventilation ksulation Date Card B-1L2p je4 Date Card B-1 Date Card B-1 V Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle -------------------------------- ------------ - ---- - - - - - --- -- 17. Water Pipe; Test & Anchor -Nail Protection --------------------- ------------ -------- -- - - - - - - - - --- 18. D.W.V.: Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test. First Floor -Tub Access TG ------- ------------------------------ ---------- -- --- - -- -- -- 20. Test Tub & Shower. Second Floor -Tub Access ------------------------------------ -------------------------------------- 21. Gas Pipe: & Anch rs Date4-Z/ v6 Card B-1 Date Card B-1 --------------- -- - - ------- ------- ------- ---- ------ Date -----Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s ` 122. Fixture & Transformer Clearance -Ins. Protection ----- ----_Iec. Receptacles Spacing & -Lights Switches at Doors61 - ---- -- - - ------ht & -itch- -- - -- 2 ze Dowes & No. of Conductors-Sta P led ------------ - - - .. --------------------------------------------- -._._.. 2-Uarn-91 ex_ Installed Close to Edge of Studs & C.J. E�quip Ground made up w/Mech. Fasiners-Bond Gas &- Water 2U!LAppI ce Circuts in Kitchen & Conductor Size,GFI ------------------------------------------- ubfeed Wire Size r rya. Cu or AI -A.0 Wire Size ga Cu r Al -------- - -- -- ---- -- ange Circ jt�' g C or AI -Ove irc. r�0 ga C Or AI. Insulated Neutral � d No --------------------------------------------------------------- ............. .. -36"-!�ervice-Riser Conductors & Ground -Main Disconnect --------------------------------------------------------------- quip. Clearances Panels-Motors-Mech. Equip. ------------ - - - - - ---- ............ 32. Clothe et L.ghl-Shower Light .Spa Light --- - -- - - - --- ............ ... .. 3 moke Detector ------------- ---------._... -------- - - - - -- --- -. Dat . . --- - rd- B . Date . -- ....... ... Card .. .. B- ... 1 .. -- e�l9--j'g Ca -1 Date Card B-1 Date Card B-1 Date MEC iCAL (Permit) OK except #'s A.0 ucts Insulation & Support -------------- -- -- e an: Exhaust above insulation 3 Co nsate Drain & Overflow. --Sze & Grade Furnance. Vent: Access -Comb. Air -Return Air Vent -115 outlet 38 Attic Access & Platform it Furnance in Attic Date j(�111 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA Plans) OK except #'s Sil Oper Material & Anchors Wall suds -Nail ng. Spacing & Bracing -Plates -Sound 4 earing Walls over Girders & Floor Nailing 4 . Draft Stop in Walls (rat proof) Fire Stops. Furred Ceilings -Stags -Chases -Tub ----------- ....._. .. 4 aders & Beam -Size & Bearing 'ingle & Duplex) - .pate FRAM (Continued) Ha ers-Post Caps -Anchors -Connectors Cing. Joist-Rftr. ties -Pu rlin-roof Brac-Truss-Shthng.-Rfng. --------- ----- ------ -- 4 - Fire es or Type A Flue -Fireplace Throat clearance Attic s; Size & Romex Protection -Draft Stop -Ins. Baffles ------------------------ drm. Windows or Exiting Doors -Sill Hgt. & Dimensions ------------ -- - —— 50. Garage Fire Protection Framing L(fdllollc ---------- ------------------- .operty Line Firewall & Openings _ 5 oors-One 3' -Check Garage -3rd Story. 2 Exits -- -- ------------------ -------------------- 93�,tair 'dth-Headroom-Rise-Run-Landin Fire Protection ------------------- -- - - yw on Roof Overhang -Attic Vents -Rafter Outriggers 5 iding-Nailing Veneer ------------ ---------------------------------- ------------ !-rStu esh-Drip Screed -Fd. Vents-Underflr. Access - Glazi Area -Glass Protection=Skylights-Plastic - ar Walls: Nailing -Bolts _ #15 .Insulation -Walls -Ceilings - --niiltration_Walls_Windows----- Date ----l-�---�-�--- C --r-d -B--- Date_ Card B-1 Date nLDate_Card B-1- Date FINAL, (Plans) OK except a's V. 't . Steps -Door & Sidelight Protection -Landings Smoke Detector 3. F ,nate: Vents -Clearance -Comb. Air -Connector - n Garage: Above Floor-Ducts-Mech_Protection - Be room Exrting- 5. F.I. & Bath Fixtures & Tub Access -Spa lec. Trim & Subpanel: Breaker Sizes & Labels ----------------- P. & Rails --- ----- -------------------------------- �iP.Fir place or Stove: Clearances -Hearth iJ lec. Outlets at Wood Panel: Int. & Ext. 0. Fixt. &Appliance; Grnd.-Air Gap -Cooking Clearance ...------------------------------------ -- let. Outlets & Receptacles at Kit. Counter — -- _ !?rage Fire Door Swing -Landing -Closer ----- A.C. Duct in Garage -Damper - -------------- ----------------- 64. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. / In Garage: Above Floor -Meth. Protection .Y75/Insu i, b.. Ele-c & Mech. Equip. _L i-s-t-e- isted for Location ec. Receptacles in Garage: (G.F.I.)-Romex Protection ------------lation-Foam-Looked in Attic 0 Yes -------------------------------------- ---- 78. Guard Rails & Deck Construction -Post Caps 79 Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ----------------- Yes F lowing instld.: Dnv 0 Yes No: Walks Yes 0 No: Planters 0 Yes INo --- --- --------------------------------------- 1. Stucco. Brown -Finish -------------------------------------- A C Unit: Disconnect. Electrical. Plumbing 3. Vents Above Roof. PIbg -Appliance-Fireplace.-Clearance to Openings ........... _- 4 Water Well: Disconnect. Electrical. Plumbing rior Ele.c Trim: -G-F.-I. Receptacle_ Underground -- -- - - -- 2xlentdation Throughout House rIa5S Protection Xdo rrect ions ;rom Previous Inspections ... .-. - -1------ --------------------------------------------------- - �Test-Meters Tagged: Gas Elect, c ater & Sewer Connec ed -C/O to Grade -HD Approval Energy Compliance C rt t tate-Other Certificates . -------------------------------------- — _.. ---- - -- - t Date / /f'j) Card B -I Date Card B-1 - ----------------------- -------- Date Card B-1 Date Card B_1 Date Card B-1 Date Card B-1 Comments at Final: F 0 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-570-031 ZONING A6-10 BUILDING PERMIT OWNER PANKHURST, KRISTIN & RICHARD TELEPHONE 343-2581 SQ. FT. OCC. BUILDING VALUATION 2515 R-3 135 810.00 OWNEA5 MAILING ADDRESS 153 VIA MISSION CHICO 95928 1022 U 18 396.00 CONTRACTOR'S NAME JOHN SAMPLE TELEPHONE 273 C 3 555.50 CONTRACTOR'S MAILING ADDRESS TABLE MEADOW AUBURN CA Fireplace A 3,000.00 CONSTRUCTION LENDER BUTTE COUNTY UNW40WN Total Valuation $-160.761.50 Fling Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 853.00 ARCHITECT OR ENGINEER BOB METZGER LICENSE NO. Plan Checking Fee $ 594-45 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS 113 E WALKER ORLAND 95963 Penalty $ BUILDING ADDRESS 430 MARMORE AVE PERMITFEE $ 1450. 5 PLUMBINGPERMIT Filing Fee 20.00 CHICO 95928 Each Trap 151 7.00 105.00 LOT NO. 82 V SUBDNISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 19,00 USEOFSTRUCTURE SF CK Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 19,00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New EX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 RFT)ROOM S.1-17Contractor Mobile Home ISI GI W 920.00 PERMITFEE g 189-00 ELECTRICAL PERMIT Filinq Fee 20:00 Main ServiceOOOV OR LESS ( 20 A OR LESS ) 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license 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: ❑ 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 NEW CONST. DWELLING OCCUP. OR ADDNs. ( a ACC. BLDs. ) SO. 3.5¢ FT.1 79 19 NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS (&SINGLE OUTLET CIR. ) EX. Occup. ( OUTLET OR FIXTURES) 20 @ 1.00 BAL .50 Ex. Occup. (oFIXEED PES D.) R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s 1$9.79 Contractor 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation 3 PERMITFEE S 70.00 Contractor 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 if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply th those provisions. Date 5 _ �igTQtu_re o Applicant -_1�ner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R3 CONST. TYPE VN I TOTAL FEE $ 1941.24 HAZ. D. FE IMP FLOOD I cDF PARC PD HD SU ✓ This permit is hereby issued under the of the Butte Counft Code and/or ind' a ve f which fees have P, // ^ By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date �3 O �y (Data) ReceiptNo. WHITE-D.D.S.-R.D. NA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 91 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PE IT NO. APPLICATION�AND PERMIT �� ASSESSOR PARCEL NUMBERO3q 03 —II mMNG Iii BUILDINGPERMIT oWN a v('Sf s- c� TELEPHONE 3y3-7S� SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS • 'l LQ CA )D' CONTRACTORS NAME a TELERLONE � 55. S CONTRACTORS MAUNG ADDRESS a u Fireplace 3 0 O •OU CONSTRUCTION LENDER UNa+OWN Total Valuation $ i LENDER'S MAILING ADDRESS Filing Fee $ 20..000 Permit Fee 00 $ ARC ECT OR ENGINEER UCENSE NO. Plan Checking Fee ,446 $ f Energy Plan Checking Fee $ Z3,00 ARCHITECT OR ENWN 7, AnDREss pp 0f -\&01J S 3 Penalty $ eu INGADDRES s R ) PERMITFEE , PLUMBINGPERMIT Fling Fee 20.00 Each Trap 7,00 11)500 LOT NO.�ONISp 8NAME W,v ` "�. PARCEL MAP �J(/�) Solar or heat pump water heater 23.00 USEOFSTRUCTURE �. SF Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 fj ;p0 Each as water heater or vent 9 15.00 �.po Gas piping system 1 - 5 outlets J 15.00 ,Dp Building sewer 15.00 s, ❑(j TYPE OF WORK New Addition O Remodel C3 Utilities ❑ Installation O Other ❑ Describe Work: /-�'�� L Mobile Home S G W @20.00 PERMITFEE Contractor ELECTRICAL PERMIT Filin Fee 20.00 Main Service600v OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and m license is in full force and effect. Y License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, vrill do the work, and the structure is not intended or offered for sale. O I, as owner of the property, am exclusively contracting with licensed contractors �- to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) O 1 certify that in the performance of the work for which this permit is issued, I shallR. 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 forthwith comply with those provisions. n/ Date na ure OfApp�licant Owner O Contractor O Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. NEW CONST. OWEWNG OCCUR so. OR ADONS. ( s BLDS. MULTI- NEW CONST. MULTI.OUTLET NON•RESIO. ( BRANCH CIRCUITS ) 97.50 Z ( FOWER APPARATUS ) a SINGLE uUTLE7 cla EX. Occup. (SAL OR FD(TURES ) 2O @ 1.0° E" "' Ex. Occup. ouxTitTS ((RRESID.°EA ( ) 5.00 Temporary Service 23.00 b� Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating /5,0() Koo Cooling I -v0 I5.010 Hood 6.50 Ventilation , PERMITFEE S Contractor Mobile Home Installation Fee $ Energy Inspection Fee113 2 $ ,O occ ONST TYPE 3 TPTAL FEE $f t4 HAZ. D. FE M —0 CDr C PD MO �UE ` I •v, This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. Date (Daae) Receipt No. /�% G� S flttl G Z�2 L ' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-IriSPECTOR G LDENROO-APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PAes T" OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the ab "ve address and should be corrected. Please notify this office when correction of work is co pleted. If you have any questions pertaining to this matter, or need additional explanation, g, plea a con ect this office immediately. lo�lt ati �2v S G ral� rte. ut ;oc.� U -SGL oS�i � _ "'�• _.� ! -rowi2 A -3 6' /'Z, Kl V5'LL OSTI C -5 v 'tQl 9Zv0i Lrr �r t2f!cf��GG t d .QC. iv vvr opt l " GC �rr�� c� w /�.�Aa'v� uff Date >/(��2��1 (Aa Inspector REV 10/92 fi Ift COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916)-538-7541 f 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE /V 96 - llg� OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. /1_ ---7;0 f Date 1 "" 10-9 10 Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION 'n DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 ) 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, se act this office immediately. ' Dateq 1q Inspector M. REV 10/92 COU,NTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER ! QM� ✓ P. No. O3`3' 5-70 -03 /,%1 Proposed Building Use X4 Building Inspector h Date :5-,a8 I At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ........................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ................................ ........... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings. . 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . Mobilehom da and nufacturer's ins allation instructions, 2 sets. ........... JrV. Fees of $ Zj Z . '-i.� 0 : O.. ...... ... . . . ct fees as shown on attached schedule. ........ .................... . 12. California Department of Forestry plan approval/fees. ....................... . 13 Flood elevation letter (100 year floq�i�by_California Engineer. . . 1� 14. Sanitation and plot plan approval l ''`am Health Department . ............ �L 15. City of Chico plumbing permit . .................... N.................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 'i . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. r 6007- 19. Driveway permit (construction approval required prior to occupancy). %" Pre4nspeclon reque 20. Pre -inspection for 1 required. .. to Building Inspector (Date) 21. Contractor's license information. (No., NaTle Styled lassification). .............. 22. Certificate of Workmans Compensation Insurance. .. ............... . 23. Owner -Builder Verification (Given to On ner , Mail to owner 24. Recorded copy of Agricultural Actino I dgement Statement. ........ .% /�� 25. Letter of signature authorization............................ t ........ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use. .%........................................ 28. Mobilehome utility clearance. ....................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ....................................... 32. Plan check list . ..................................................... 33. 34. ' Whe you issue the ermit, process as follows: Mai owner. Mail to contractor. Telephone 1/.3 • zsS1 and hold for pickup at office. Deliver with inspector. Other - a Parcel Creatio Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior o permit issuance. (Circe new it n t check a ve). 1. Index permit for above items No. ' 2. Additional items required: 9-12-% &11) /9A6"X tr - A,�.IFMuch Contractor, designer, caner was advised of above required data by jZ phone _ mail Counter bytjWDate 5 a--� � Contractor, designer, own r w advised of above required data by _ phone _ ail by _ Date Plans checked by Date 2, 23' Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works �v - TO: FROM: SUBJECT: Owner Building Department Environmental Health Sanitation Clearance Location Plan Approved for: Sewage Disposal Water Supply: Clearance for bedroom bome. Other E.H. USE ONL Q r Plot Pim AtJeched Floor Plan Anschad -0-5 Scw 0- Scw to B.D. AP# Public Private Well l_ --- Hold final for: Final clearance O.K. for: NOTE: " mental Health Specialist ate 8/92 1 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER tq �-h(,-r-S -� A. P. # 035-370-0�/ PROPOSED BUILDING USE ru-L) S DATE REC. # 1. SCHOOL DISTRICT 'FEES0 0,h'l CZ (paid at District Office) NeM -(ee dor 113 (oC'�D FEES (paid at Building Divisio Residential......._x unit amt. Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x #units amt. Commercial (sq.ft.).. x sq.ft. amt. ✓4. RECREATION DISTRICT FEES (paid at District Office) 5. THERMALITO DRAINAGE DISTRICT FEES $400..00 (paid at B��ilding Division) ... . 6. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 8. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 9. OTHER DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE rI AUG - 1 3- 9 G T U E S:17 F A L L O N. ENGINEERING P 0 1 FALLON ENGINEERING 2890 RICHARDSON DRO AUBURN, CALIF. 95603 August 13, 1996 • :; BUTT$ COUNTY .. : S'UILDING DEPT iAROVILLE, CA. .FA% 538-2140 ATTN :. MARTHA REF: PANKHORST RES. :DEAR MARTHA; THYS IS TO SBRVE AS -WRIT EN CONFIRMATION OF THE ITEMS.THAT -LETTER DISCUSSED. CONCERNING THE'.R.EIfr�RRSD .1tl�SIDENCE THIS MORNING; ;:...WE. THE NOTES .WERE ON THE ' IE' i' t SET OF PLANS ARE TO HR ADDED.. TO :::::: . .THAT 'THE.. PLANS . THE SECOND SET OF PLANS INCLUDED DELETIONS OF ITEMS.. THAT :.: • `: WBAB NOT, TO BE ON THE PLAA1. . THANK .YOU FOR. YOUR HELP WITH COMBXNING THIS TWO SETS INTO ONE SRT •...: O1P.: P1GAZiS . PLEASE LST ME KNOW IF YOU NEED ANYTHING FURTHER. IN ERELY, P��11 G 2 Poo. 45670 Exp.12/31/J8 ST V fAl LON P. � :. C-45 7 EX 12-31 $ID CIV, Z. FC INSULATION CERTIFICATE.` SAMPLE CONSTRUCTION ---------- --------- MARMORE CHICO ' h NUMBER AND STREET BUTTE COUNTY SUBDIVISION DESCRIPTION OF INSULATION 1. ROOF MATERIAL THICKNESS (INCHES) 2. CEILING BATT BATT OR BLANKET TYPE 12.00 THICKNESS (INCHES) FIBERGLASS LOOSE FILL TYPE 979 CONTRACTOR'S MIN INSTALLED WEIGHT/FT2 LB El CITY LOT NUMBER BRAND NAME THERMAL RESISTANCE (R -VALUE) CERTAINTEED BRAND NAME 38 THERMAL RESISTANCE (R -VALUE) WESTERN BRAND NAME 17.50 MINIMUM THICKNESS (INCHES) 38 MANUFACTURER'S INSTALLED WEIGHT PER SQUARE FOOT TO ACHIEVE THERMAL RESISTANCE 3. EXTERIOR WALL WOOD FRAME TYPE - BATT, , MATERIAL 3.50 THICKNESS (INCHES) EXTERIOR FOAM SHEATHING MATERIAL THICKNESS (INCHES) 4. RAISED FLOOR BATT MATERIAL 6.25 THICKNESS (INCHES) 5. SLAB FLOOR MATERIAL THICKNESS (INCHES) PERIMETER INSULATION DEPTH (INCHES) 6. FOUNDATION WALL MATERIAL THICKNESS (INCHES) CERTAINTEED BRAND NAME 13 THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) CERTAINTEED BRAND NAME 19 THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) BRAND NAME THERMAL RESISTANCE (R -VALUE) DECLARATION I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE BUILDING AT THE ABOVE LOCATION IN CONFORMANCE WITH THE CURRENT ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL BUILDINGS (TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS) AS INDICATED ON THE CERTIFICATE OF COMPLIANCE, WHERE APPLICABLE. DECEMBER 6, 1996 2, 3, 4 a DATE ITEM #'S DAN HANSEN BRANCH MANAGER V � rs See I'al)ie Ila [Lars .2x bLocking\ Ce* i joist See Table 4.5 2)(- blocking; 1100 f --- o t 5 g"Sc i.�" I .,l.c`��i" i� `,'rte �%^•�.G.5 See e 4.see Table 4.5 Finish material need lot exLend above tol) PIntC DETA 11, DETA I L FLA'F ROOF FRAMIIIG STAIII)ARD ROOF. FRAMING EXIEMOR BEARING WALLS AT nOOF Notes: 1. Finish 'materiels to be fastened per M1,111.1lu"I requirements except a, otherwise noted on plans. ellor finish material directly to Mocking wheii no roof over - 2. Fasten 9M hang occult. lips 2x blocking See Table 11.5 dbl d Pre- Cab :, : DOA d PT 4 ro roof trusses LL N 45670 Exp. 2/31/98 VI\_ OF C k -W d rn 1) ETA 11, 4 rRE-TAB TIMS 'S RoRoofF RAM I IIG {;iso;,:•' ' . cla i 1 an me as-, FI ee Table 4. 51 ' 11 '2x bloc king INTERIOR BFARI11G WAIL ep 1,Ll ..11a f t. c r , c,r f1.as;;eri(I F,Us Ctci' car • jc►i sC - =-- f ►1:"1 A 1 1. /`.� If I11,1'1:Rjml 11011-BEAR111C WAI.t. ' INTERIOR SHEAn WALLS Notes: 1. Finish materials to be fastened per miniinuni requirements except as otherwise noted on pians. 2. Fasten .linlslr material directly to blocking or bambig member when f inish extends to root s►teethin�. DETAIL _T at; exterior ,.;.'. we blocking Ra,ft:er, , ` exposed �x f1r. jsC. FI ee Table 4. 51 ' 11 '2x bloc king INTERIOR BFARI11G WAIL ep 1,Ll ..11a f t. c r , c,r f1.as;;eri(I F,Us Ctci' car • jc►i sC - =-- f ►1:"1 A 1 1. /`.� If I11,1'1:Rjml 11011-BEAR111C WAI.t. ' INTERIOR SHEAn WALLS Notes: 1. Finish materials to be fastened per miniinuni requirements except as otherwise noted on pians. 2. Fasten .linlslr material directly to blocking or bambig member when f inish extends to root s►teethin�. DETAIL _T See Table 2 2x solid bloc in 10 1+j:I {?_ �► x 1011 �xral,t ;ut a:hcho'r bolts @ --�- '--See Table 2 �:tf Ott- 7L End joist k' �� f•f i• 1011 I anclior bolt; C. r f�1 i D ETA I L 2p► ' DETA I L WOOD FLOOR FRAMING TYPICAL FOOTING DETAILS - S LA a ON GRADE it V2" � anchor bolts @ 6'.-0" .max.o.c: See fdi. plan forottier s1zes or s ac in i�— •.4 . - tf embra n e ..6 ..o l it l d = 1 minimwn sand over menf)rane ok Ye Is 2�' 110.C. - -� - 1" minimum sand over membra e D Membrane 0, 811 04 dowels x 12" @ 8'-0" o C. - �na o opt folia 1 ?' '•• ° DETAIL' [L "c:1 0"• i� Membrane ��` .. °• llr. minimum sand over, membrane I11" anchor 'bolts @ 11/211 x 31/2" continuou "' See fdn. key - option el��. max. o.c. :tr z _y /i3ounuary kt!ui5L:/ _ . 1;pecif I e d in 'Table '4.3 or 4 .4 for appropriate material except as otherwise; Interior (Field ( I nailing I.� I•I ,•' I ,� I I.I . Bold -down anchor l s ec if ied on plans ,I ,I �•I when required- Reinforced grade beam required when hold-down anchors AXe used 0 i L1 /2 � anchor .bolts, at q-'-Ut' o.c. max. for all exterior. wal is and as otherwise specified. See 1)1ans for other sizes or spac Ings I TYF,ICAL SIIEAIi WALL INSTALLATION I PLAN SCHEDULF- WAM! COMEMN 1. )Uist tosill or gilder,ttvilail- 241d V :2. Urklghtsto),�W*, F03C"CfW.:_/. A. v'iacbjui A 67. 125 am X 152 mu*J AdUltor k" .3. 1 74 ejrpieal (we Wackimp or Sok Pult to ;Viit a Moikh, J Tcofasw to OWL ew mil . Itic"i) vi, %40ASA I 'Stod 10 a L�...'Stvd 10 a it. 1,Y .'010 0M)GIL joins or tofu= 14 tttp Det kl at A' (l32 atm ar 17- -Rim i6is W 13.* Top pinks -laps and ;n1evirctint". race nail (7 Out mm) o.c. Is. Cuutinutvis hcadcT. t%"' rkm 3 -Ad '44d Continuoult header to %111d. trICTWI 3 -IM I1. Ccilbtg klim..tlitium. race nail . laps ttvcr pat 3-16d I& Ceiling kvismlo -11111el falters. 12PLC stail 3.IW 719. RACI to Pil.1ltc. tucniil iU. 1" (25 inni) In= to each Mud and Ill"Ic- ':K*C nail 21. 1' x 8' t25 inin x 1.03 tum).slWathing or Items III each 1w.11111P. LKr n.ul J.ba 22. Nvidcr thin 1 x R l2S ttttu if 201 mill) 41cathilig its mil Iv.11ing. Like 1 W at 24 (G10 itua) CLC. 23. Built -UP conicr %wd' _,v, I at 1.1 11111) O.C. at top and N. 13uill-up gilder mvJ beams at cWt and 31 each split 2.16d at exhbcx* See 'Jab Le 4.-) -T ss, \End truss 16d @ 1611 O.C. Splice finish material here (except stucco) DETAIL- TRI-- FRAMING See Table 4.5 i L or truss—, 2 - 1 each s tI Solid blocking if SLIJ(j is full 'e height See e DETAIL ---...-STANDAR-D OR TRUSS 1, ( 0 HDAf D HOLOMMS ' Sources of Deflection The following are some of the sources of deflection at the Shearwall that should be evaluated by tile designer, Seejthe illustration, Holdown Connections which applies to other holdown configurations. i SIMPSON NI A. Stud bolt holes — bolt slip can occur at holdown stud bolls. 13. Oversized stud bolt holes — increased boll slip can occur if ovorslzed holes nre dtlllod through Ilio, stud for holdown stud bolls (oversized holes are when the dirnttoler of the holo is growler than the bolt diameter plus 1/16 Incl Lrer 1991 NDS, section 8.1.2.1). n: C. Eccentricity in stud — when a holdown is installed on only one A B side of the stud, an eccentricity exists during loading which can cause additional movement in the shearwall system. C n!u' D. Nut spin - unrestrained anchor bolt nuts can spin loose during f BEARING cyclic loading; the use of steel nylon locking null or thread D E _ _'' PLATES adhesive may prevent nut spin. E. Lack of nut tightening — additional movement can occur when STUD nuts are not lightened sufficiently. H : `C';' J F. Deflection of the holdown — dellec:tion can occur in the holdown j °;x. under load caused by stresses due to earthquake or high wind. G. Vertical deflection at the holdown seat caused by stud rotation— SILL otation—SILL lateral displacement at the top of the wall rotates the stud around • N.ar�.} rte•.,.. y, PLATE Its base causing the holdown base plate to displace vertically. H. Shrinkage — wood shrinkage can occur due to drying of the o sill plate, rim joist, and/or top plate; nuts may require retightening 0• o after wood shrinkage. O 0 4' FOUNDATION I. Localized wood crushing at stud bolt holes — uplift forces on tiie HOL• = . I bolts can cause localized wood crushing at the bolt bearing locations. . o O• ANCHOR R The use of larger bearing plates may prevent this. 0 o O �a �• ANCJ. Localized crushing caused by dead and live loads — wood at the end of the studs (sill plates, rim joists, etc.) may crush under normal dead and live loading; additional compressive forces due to overturn during earthquake and high wind loads add to the deflection. Model No. Material Dimensions Fasteners Anchr Bolts Die Qty Dia vg 1t/, Allowable Loads'.' (133) Length of Bolt 44.1 In Vertical Wood Member 2 21/2 3 3t,� 5r� Holdown 11 Deflection at Highest Allowable. Design Load Body 9G,eGe s HBSB W ' N. B $0 CL i HD2A 7 12 41/2 21/2 21/2 8 21/e 1/4 11/2 6/a 2 s/e 12150 1555 2055 2565 2775 2775 2760 0.058 HD5A 3 10 51/4 3 33/,e '9% 31/2 r/z 21/re s/e or 3/4 2 3/4 20767 1870 2485 3095 3705 4010 3980 0.067 HD6A 3/e 7. 63/le 31/2 31/8 111/10 37/10 1 %e ` 21/10 ; ?/e::' 2 ?/a 27333 2275 2985 3685 4405 5100 5510 0.041 HD8A 3/a :.7., 83/16 31/2 3% 149/, 31/10 ;a/1e 21/10 " 7/e " 3 7/B 28667 3220 4350 5415 6465 7460 7910 •i 0.111 ND10A :3/a 7. 63/je 31/2 3Ye 17�% 31/1e %e 21/ie '/a 4 "/a 28667 3945 5540 6935 8310 9540 9900 b.269 3/9 3 7 4 316 209/16 3% s/9 23/18 1 4 1 51233 — — — — 11080 13380 0.215 rHD14A HD20A 3/a 3 7 4 41/4 203/4 41/8 1/0 23/9 11/4 4 1 51233 — — — — 11080 13380 0.250 HD15 3/a 3 . 7 4 31/2 241/2 41/4 35/e 21/9 11/4 1 5 1 43750 — — — — — 15305 0.082 1. Allowable loads have been increased 33% for wind or earthquake loading with no further increase allowed; reduce where other loads govern. 2. HDI 5 requires a minimum 6x6 nominal post. 3. Use a minimum 06 stud for the HD20A. 4. The wood member must be sized for the bad -carrying capacity at the critical net section, reducing the gross section area for holes or other removed wood as specified In the code. 5.1IB Is the required minimum distance from Ilia and of the stud to the center of the first stud bolt holo. End distance may be Increased as necessary for Installation. 6. The anchor embedment and configuration must be specified. See SSTB Anchor Bolls and Additional Anchor Designs. 7. Leg bolts will not develop the listed loads. 6. Holdowns installed raised off the mudsill may have larger deflection values. 9. Full tension loads apply when the I ID5A is used with a %" anchor bolt. 10. See pngos 6 and 7 for testing informalion rind othor Imporinni Information. 11. Deflection at Highest Allowable Design Load: The deflection of a holdown measured between the anchor boll and [he strap portion of the holdown when loaded to the highest allowable bad listed in Ilia catalog table. This movement is strictly due to the, holdown deformation under a static load lest conducted on a sleet jig. 15 RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX -AND MISCELLANEOUS ONLY OWNER: ki c. and Pa n V,?uv-St BUILDINGPERIVHTNUMBER: q&-110 PLAN CHECKER: I -I„1 (I� A.P. NUMBER: GENERAL: ,41 Zoning requirements: (side yards and number of permitted living units). ; CT Valuation. 1-3'' Plans signed by designer. 14' Proper description of work on application. Existing violations on property. ® Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). R'.' Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. ,% Setbacks, side yards, easements, etc. Other buildings or structures. fY' Grading, fills and/or drainage. Flood hazard. ,Fr: Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). / F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). �! Required room sizes, ceiling heights (Section 310.15). y G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). ig' Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. X Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 1.6' Garage firewall, door size and closer (Section 302.4). ,lam% Minimum of one 3'0" exterior door (Section 1004.6). j-2' Fireplace and wood stove location, alcoves and clearance. J2' Smoke detectors (Section 310.9.1). W. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4)./��ilIeer�n9 r�� 2. Standard bracing or engineered design (Section 2326.11.3). ✓✓ X. Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. .�`-� (l� Oh (A�5i 6. Floor construction details complete enough to construct building. ,,�ppppp =-`" ( Q �,6�( ,R' Elevations and wall construction details complete enough to construct bull th�G✓`ar �O�i.�q ® Roof construction details complete enough to construct building... CKVk6je_ p 40 MC Iec+ +yuSS „ Rafter ties or bearing ridge beam. Fireplace construction details and calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. J.5:' Special Inspection requirements. Header size. 17. Sheetrock nailing inspection required? July 1996 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: Stairway details: landings, rise and run, head clearance, handrails (Section 1006). 12' Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). jf Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). ,Y Foam insulation - protection. r .,8— 36" halls and stairways. JHS Living area over garage - complete I -hour separation required. on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). ,3' Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. ,. . July 1996 3.3 ✓ / � 6 — OP.59 7 7 1 Rec Fee COP / Recdrded I Check Official Records 1 And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 County of Butte Candace J. Grubbs Recorder 2:15pm 10 -Jul -96 I I I PUBL AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT 9.00 1.50 10.50 XX 2 Section 26-8 of the Butte County Code requires 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 including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate -dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessaryfarm operations. 'All that real property situate in the County of Butte, State of California, described as follows: See Schedule "C" attached for legal description Date: Julv 10. 1996 / PROPERTY OWNERS: State of California County of Butte On July 10, 1990before me, Jodie Uecker personally appeared Kristin . Pankhurst and Richard G. Pankhurst personally known to me (or proved to ine on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that Ile/slle/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) un the insti-unlent, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. r_sAulluwntunnunwuuwlnnmuumuunu"wnnuutn. Signature OFFICIAL SEAL _ 969358 N °f, JODIE DECKER NOTARY PUBLIC CALIFORNIA 0 Sell: COUNTYOF BUTTE a My Commission Expires JuLY 12, 1996 YIIIIIIItI111111111t1111t1I11tt111111111IIIIHIIIItItllllllltlltlll11n1ti A.P.# -(!)<39 -:5'70 .. 0f) �A W1. 0, personally appeared Kristin . Pankhurst and Richard G. Pankhurst personally known to me (or proved to ine on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that Ile/slle/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) un the insti-unlent, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. r_sAulluwntunnunwuuwlnnmuumuunu"wnnuutn. Signature OFFICIAL SEAL _ 969358 N °f, JODIE DECKER NOTARY PUBLIC CALIFORNIA 0 Sell: COUNTYOF BUTTE a My Commission Expires JuLY 12, 1996 YIIIIIIItI111111111t1111t1I11tt111111111IIIIHIIIItItllllllltlltlll11n1ti A.P.# -(!)<39 -:5'70 .. 0f) �A �- Order No. 2-175014 A SCIJEDULE C The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: Lot 82, of the SECOND SUBDIVISION OF THE MOREHEAD RANCH, according to the Official Map thereof, filed in the office of the Recorder of Butte County, in Map Book 10, at page 8, on February 5, 1926. AP No. 039-570-031 EXEL:tJ�b COMP. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District r\ -k Building Department No. a\ A.P. Number 0�39-596-631 Jurisdiction: 0 City County Property Owner COUNTY OF BUTTE 13UILDWG nFOT AUG 19 1996 Property Location/Address Subdivison Lot No. �' a Residential Development 0 0 Sq. Footage ) f No. of Living MHI Adition (Group R) Units 19W '7-0 Commercial/Industrial 0 Sq, Footage New Addition (Including Exterior Roofed Areas) Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. 9 r%40g? tQ School District certifies that (Applicant) (Street Address) (Phone Number)n (City) (State) (Zip Code) has complied with the requirements of Resolution No. ��9'%/ by payment of $ !Nz 6 representing square feet. AB.2926 $ FULL MITIGATION $ School District Representative Date Paid by Check # Remarks: Bank Number Paid by Cash I 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) feeformmkl (11/94)dmm } , 7 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (6ne,FormrPer,3uilding) School District Building Department No. A.P. Number (29 -5*30' 03 i . Jurisdiction: . = City F] County Property Owner Property Location/Address MXIUW14L.Q 0�_ Subdivison R aNj, -7 -7 1 Lot No. Residential Development F] 0 Sq. Footage g cl Di No. of Living MHI Addition (Group R) ' Units Commercial/Industrial.. New Addition (Including Exterior f Roofed Areas) \ Building Department Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. /C) 7 i I School District certifies that has complied with the requirements of Resolution No. representing r .- square feet: s School District r jn Olt 11Vhur_4-_ (Applicant) c oiI (0 5V�Z�� 1 Number) (Zip Code) 4 -+ by payment of $ AB 2926$� FULL MITIGATION $ Date Paid by Check # / Remarks: -Bank Number f�. .... ...., Paid by Cash 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 (CEOA), 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) e feeform.wkl (11l94)dmm �i+�'t+�w�4`,''�-•'ya,�:`�s"'4"�r'+ysi:''�,a'+"`�1NY'�.;:�:.::�'y�%G"w�^tic� , .. _-t.�. ^_ -�_ ._ -, � 1 BUTTE COUNTY PARRS DEVELOPMENT FEE CERTIFICATION FORK CHICO AREA RECREATIONAND,PARK DISTRICT Assessor Parcel Number (s)Q�q' C)3 1 Property Owner P0JVJ&VLA I Project Location/Address 1 1 �Q/lrY�gt;t Subdivision M wyr,, . plLot .Numbed ( s ) 8 2 .Residential Development: (check one) X New Development Alteration/Addition Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units Comment: Building Department Representative Date Chico Area Recreation and Park District(CARD) certifies that 1 (,V J h S�el L Applicant Name) (Phone Number) (Street Address) ,141 C 0 (City) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for, total payment of $ CARD a rR pp eseAa— tive Date PAID BY CHECK NO. REMARKS: BANK NO. Id PAID BY CASH RECEIPT NO. 7' y tD Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. LAND DEVELOPMENT v 'BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. 'Alrd OWNERS efl',S'--"Ct4t NUMBER: D NAME: PRINT LAST NAME FIRST COUNTY ZONING •. —L-) DESIGNATION: A 10 FLOOD ZONE: X FLOOD MAP: Z OD !3 APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: DEED INFORMATION: DATE OF CREATION: PARCEL CREATION BY DEEDS OR MAP M A -W M c2.e R0, / v. G sr. /h -c ) 5 ,q. e DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: 1-rZ,-0eA-O etVC-N- 7* 2 DATE OF RECORDING Z 2 6 LOT S 2- BOOK /0 PAGE 8 9 COMPLIANCE WITH OLD SU D ION LOT ORDINANCE REQUIRED? (MAP RECORDED .PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Maintain a ft.building setback from right-of-way/centerline of 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from _ 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the 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 Fire Department specifications, serves the parcel. — 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 18. 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. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. — 21. 22. 23. 24. 25. r 'AI41N3Wd013A30 aN1f1 3.11118 30 AiNf100 t. 9661 5 0 N n r LD 9/95 . C:\WP5IWORMS.K\BLDGPERM.CLR i /l Y911 •�� lie� ,oma I, And when recorded mail to: Building Division #7 County Center Drive I � 96-0259991 Rec Fee 9.00 I COP 1.50 Recorded I Check 10.50 Official Records I County of I Butte I !. Candace J. Grubbs I Recorder I Oroville, Ca. 95965 2: 15pm 10 -Jul -96 1 PUBL XX 2 � i AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires 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 including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte. County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary -farm operations. All that real property situate in the County of Butte, State of California, described as follows: See Schedule "C" attached for legal description PitOPERTY State of California ) County of Butte ) On July 10, 199ebefore ine, Jodie Uecker PrEvii.1 ERMA personally appeared Kristin 1. Pankhurst and Richard G. Pankhurst personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. iKtll[1[l,IIIIIIIIIIIIIBIIHIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIBIIIIv WITNESS my hand and ol'tici:i) seal. Mj OFFICIAL SEAL _ 989358 rtn 1°, JODIE DECKER y� NOTARY PULIC - CALIFORNIA Signature Sell: Q COUNTBY OF BUTTE W My Commission Expires JuLV 12, 1996 = �[IIIHI,1111lIIIIIIIIIIIItII[111►IttHtt111HttIIIIIlllll[IIIIIH1111"i� A.P.# OZc7 5.70 —03 NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A.- I ~ ::....:..::AGRICULTURAL STATEMENYOF ACI0NQWI EDGEME Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the .deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized 3. Make a copy of the form and then take the original and copy to. the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). OVER + Order No. 2-175014 SCHEDULE C h The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: Lot 82, of the SECOND SUBDIVISION OF THE MOREHEAD RANCH, according to the Official Map thereof, filed in the office of the Recorder of Butte County, in Map Book 10, at page 8, on February. 5, 1926. { AP No. 039-570-031 EXEC, COMP.ml M ..�, .... _Suite ount BUILDING DIVISION Kristen & Richard Pankhurst DEPARTMENT OF DEVELOPMENT SERVICES 153 Via Mission 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 Chico, CA 95928 FAX: (916) 530-2140 Re: New Single Family Residence Date: 8/6/96 A.P. No. 039-570-031 Permit #96-1149 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested [x] Resubmit calculations with revisions as requested [x] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, eorge R. Kellogg Plan Check Engineer cc: Steven Fallon Fallon Engineering 2890 Richardson Drive Auburn, CA 95603 9(c (V70 UP CPP`f x-7.26 SUPPLIMENTARY PLAN CHECK LIST Permit Applicant: Kristen & Richard Pankhurst Permit #96-1149 Date: 8/6/96 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Regarding the lateral analysis (dated 8/2/96): a) Show how all lateral forces are transfered to intefior design shear walls or brace wall panels used in the engineered desig i om the roof diaphragm. Provide details for the plans as necessary: b) Page 1 of the calculations: Are P,l,�& P2 transposed on the drawing? c) Page 1 of the calculations�l'edse explain the method of obtain the various horizonal tributary areas us - Account for the transfer of all lateral loads to the foundation. d) Page 2, Wall A�: Shorte brace panels, type 3, are used on the plans instead of those called out'in thelcalculations. Check over turning. e) Page 2, WW111 B: Design shear wall is not provided on the plans. f) Page 2, Wall 1/Check over turning on 2 1/2 & 3 1/2 walls g) Page 3, Wall' F: Check over turning on 3' wall. Provide design/details for the system transfering lateral loads from the roof diaphragm to the shear walls in the front porch area. Provide design/details were needed to allow lateral load transfer in simular areas of the building. / Eliminate location conflicts between original design and engineered design where thet exist. a A SUPPLIMENTARY PLAN CHECK LIST Permit Applicant: Kristen &i Richard Pankhurst Date: 8/6/96 Permit #96-1149 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: �1" Regarding the lateral analysis (dated 8/2/96): tow how all lateral forces are transfered from the roof diaphragm to interior design shear walls or brace panels used in the engineering. Provide details for the plans as necessary. 1 of the calculations: Are P1 & P2 transposed on the drawing? �V' 'ay 1 of the calculations: Please explain the method used to obtain the oushorizonal tributary areas used in determining the lateral forces. For example (8) in P1 equation and (7) in the P2 equation and so 'on. The calculations should account for all significant tributary areas. t get, Wall A: Shorter brace panels, type 3, are used on the plans instead of those called out in the calculations. Check over turning. e) P ge 2, Wall B: Design shear wall is not provided on the plans. / Page 2, Wall E: Check over turning on 2 1/2' & 3 1/2' walls g) Page 3, Wall F: Check over turning on 3' wall. 2. Provide design/details for the system transfering lateral loads from the roof diaphragm to the shear walls in the front porch area. Provide design/details were needed to allow lateral load transfer in simular areas of the building. 3. Eliminate location conflicts between original design and engineered design where thet exist. // 0 0 P BUILDING DIVISION Kristen & Richard Pankhurst DEPARTMENT OF DEVELOPMENT SERVICES 153 Via Mission 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 Chico, CA 95928 FAX: (916) 538-2140 Re: New Single Family Residence Date: 8/6/96 A.P. No. 039-570-031 Permit #96-1149 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as requested [x] Resubmit calculations with revisions as requested [x] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday. Sincerely, George R. Kellogg Plan Check Engineer cc: Steven Fallon Fallon Engineering 2890 Richardson Drive Auburn, CA 95603 SUPPLIMENTARY PLAN CHECK LIST el'— . Y/,5' /"" —, Permit Applicant: Kristen & Richard Pankhurst Date: 8/6/96 Permit #96-1149 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: 1. Regarding the lateral analysis (dated 8/2/96): a) Show how all lateral forces are transfered to interior design shear walls or brace wall panels used in the engineered design from the roof diaphragm. Provide details for the plans as necessary. b) Page 1 of the calculations: Are P1 & P2 transposed on the drawing? c) Page 1 of the calculations: Please explain the method of obtain the various horizonal tributary areas used. Account for the transfer of all lateral loads to the foundation. d) Page 2, Wall A: Shorter brace panels, type 3, are used on the plans instead of those called out in the calculations. Check over turning. e) Page.2, Wall B: Design shear wall is not provided on the plans. f) Page 2, Wall E, Check over turning on 2 1/2' & 3 1/2' walls g) Page 3, Wall F: Check over turning on 3' wall. 2. Provide design/details for the system transfering lateral loads from the roof diaphragm to the shear walls in the front porch area. Provide design/details were needed to allow lateral load transfer in simular areas of the building. 3. Eliminate location conflicts between original design and engineered .design where thet exist. CERTIFICATE OF COMPLIANCE: Residential Page l CF -1R Project Title: PANKHURST 2402n (BASE CASE) Run: 631 24 -May -96 Project Address: PARCEL 32, PANKHURST 2402n (BASE CASE) CHICO, CA. 95928 Building Title: PANIJIURST 2402n (BASE CASE) Building Permit # Document Author: . BOB METZGER O.D.S. Telephoner 86579688 or 342-9688 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Climate Zone: ' 11 GENERAL INFORMATIONaS1.� Conditioned Floor Area: 240- ft2 Building Type: SFD Single Family Detached Building Front Orientation: 28 deg (North) Number of Dwelling Units: 1.00 Floor Construction Type: Raised floor BUILDING SHELL INSULATION Component Insul Assembly . Type R -value U -value Location/Comments ------------------------------------------------------------ Field Check / Date Door 0 0.330 Outside Door 0 0.330 Unconditioned Wall 18 0.058 Outside Wall 15 0.081 Unconditioned Floor 19 0.037 Crawlspace Floor 0 0.295 Grade Ceiling 38 0.025 Attic Slab Perimeter WdDr/Div 0 0.720 Outside FENESTRATION Bug Screen Area U- Interior Exterior Overhang Frame Orientation ----------------- (fft2) ----- value Panes Shading Shading and Fins Type ----- ----- ---------- ---------- -------- -------- Window North 99.8 0.550 Window East 95.5 0.550 Window South' 152.3 0.550 Window West 58.0 0.550 Window West 16.7 0.550 Window West 12.5 0.550 Skylight 30.0 0.800 2 Skylight 8.0 0.800 2 THERMAL MASS Area Type Exposed? (ft2) (in) Floor No •286.0 3.5 Intmassl Yes 125.0. 1. 2 Std Drape Bug Screen Overhang Vinyl 2 Std Drape Bug Screen Overhang Vinyl 2 Std Drape Bug Screen Overhang Vinyl 2 Std Drape Bug Screen Overhang Vinyl 2 Std Drape Bug Screen Overhang WdDr/Div 2 Std Drape Bug Screen OH+Fins Vinyl None None None Metal Lgt Blind None None Metal Thick Location/Comments Grade 0 Interior BUTTE COUNTY BUILD -M.- mmus1 "Mu rP"`VED qcP — i i f d CERTIFICATE OF COMPLIANCE: Residential Page 2 CF -1R Project Title: PANKHURST 2402n (BASE CASE) Run: 631 24 -May -96 HVAC SYSTEMS Duct Location Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.90 AFUE Crawl, R-4.2 Air cond. --central split 10.00 SEER Crawl R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ 50GALW/H Standard 50W/H Storage gas WATER HEATER/BOILER DETAILS Rated Pilot 1 0.60 ' -50 0 Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) 50W/H 76% -- 40.00 -- -- -- CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: PANKHURST 2402n (BASE CASE) Run: 631 24 -May -96 COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts 1 and 6, of the California Code of Regulations, and the Administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features, Remarks, and Notes section. DESIGNER OR OWNER RICHARD & KRISTIN PANKHURST 153 VIA MISSION DR. CHICO, CA. 95928 343-2581 Lic #: Signed ENFORCEMENT AGENCY Name: Title: Agency: Date DOCUMENTATION .AUTHOR BOB METZGER O.D.S.. 113 E. WALKER ORLAND, CA. 95963 865-9688 or 342-96 8 6 -'Z5 -4-Y Signed - Date BUTTE COUVT�y BUR -MM DEPARTMENI - Telephone: Signed Date COMPUTER METHOD SUMMARY Page .1 C -2R -------------------------------------------------------------------------------- Project Title: PANKHURST 2402n (BASE CASE) Run: 631 24 -May -96 Project Address: PARCEL 32, PANKHURST 2402n (BASE C CHICO, CA. 95928 Building Title: PANKHURST 2402n (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: 865-9688 or 342-9688 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Date Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Proposed Design ------------------------------ --------------- Space Heating 16.43 13.68 Space Cooling 13.83 16.17 Water Heating 10.68 10.26 -------- -------- Complies Total 40.95 40.11 Yes GENERAL INFORMATION Conditioned Floor Area: 2402 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 28 deg (North) Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 24420 ft3 Conditioned Footprint Area: 2402 ft2 Ground Floor Area: 2402 ft2 BUILDING ZONE INFORMATION Floor Vent Vent Zone Area Volume Thermostat Height Area Name (ft2) (ft3) Type Type (ft) (ft2) ---------------------------------------- ------------ --------- House 2402 24420 Conditioned CEC_Standard 2'0" 32.4 OPAQUE SURFACES Surface Area U- Insl Tru Slr Construction Type (ft2) value Rval Azm Tlt .Gns Type Location/Comments ---------- ------ ----- ---- --- --- --------------- -------------------------- Zone = House BUTTE COUNTY BUIL.DM DEERAMMM V E D Door 20.0 0.330 0 28 90 Yes 30 -Wood Outside Door 17.8 0.330 0 28 90 No 28x68 -Wood Unconditioned Door 15.6 0.330 0 208 90 Yes 24x68 -Wood Outside Wall 405.2"0.058 18 28 90 Yes W 19.EQ4 Outside Wall 319.2 0.081 15 28 90 No W 15.2x4.16 Unconditioned Wall 377.5 0.058 18 118 90 Yes W 19.EQ4 Outside Wall 38.0 0.058 18 163 90 Yes W19.EQ4 Outside Wall 499.2 0.058- 18 208 90 Yes W 19.EQ4 Outside Wall 43.0 0.058 18 253 90 Yes W19.EQ4 Outside COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: PANKHURST 2402n (BASE CASE) Run: 631 24 -May -96 OPAQUE SURFACES continued Surface Area U- Insl Tru Sir Construction Type (ft2) value Rval Azm Tit Gns Type Location/Comments ---------- ------ ----- ---- --- --- --------------- -------------------------- Wall 743.8 0.058 18 298 90 Yes W 19.EQ4 Outside Floor 2116.0 0.037 19 -- 180 No FC 19.2x8.16 Crawlspace Floor 286.0 -- 0 -- 180 No Slabl40C Grade Ceiling 2364.0 0.025 38 -- 0 Yes R38.2x4.24 Attic PERIMETER LOSSES Insul Perimeter Length F2 Insul Depth Type (ft) Factor R-val (in) Location/Comments ------------------- ------ ----- ------ ---------------------------------- Zone = House Covered 13'0" 0.720 0 0 Outside FENESTRATION SURFACES Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tit Type Type Name Comments -------------- Zone = ---- ----- House --- --- --------------- ------------ ----- F11 Wind 10.0 28 90 Slider Vinyl OPER/std F12 Wind 15.0 28 90 Fixed Vinyl OPER/std F13 Wind 10.0 28 90 Slider Vinyl OPER/std F14 Wind 14.0 28 90 Fixed Vinyl OPER/std F21 Wind 8.9 28 90 Fixed Vinyl OPER/std F22 Wind 8.9 28 90 Fixed Vinyl OPER/std F23 Wind 3.0 28 90 Fixed - Vinyl OPER/std F24 Wind 15.0 28 90 Slider Vinyl OPER/std F25 Wind 15.0 28 90 Slider Vinyl OPER/std L11 Wind 15.0 118 90 Slider Vinyl OPER/std L21 Wind 6.0 118 90 Slider Vinyl OPER/std L31 Wind 12.0 118 90 Slider Vinyl OPER/std BUTTE CNS A L41 Wind 22.5 118 90 Slider Vinyl OPER/std L51 SGD Wind 40.0 118 90 Slider Vinyl OPER/std BL11 Wind 15.0 163 90 Slider Vinyl OPER/std BL21 Wind 10.0 163 90 Slider . Vinyl OPER/std B l l Wind 15.0208 90 Slider Vinyl OPER/std B21 Wind 12.0208 90 Slider Vinyl OPER/std B31 Wind 26.3208 90 Slider Vinyl OPER/std B41 Wind 15.0208 90 Slider Vinyl OPER/std B42 Wind 24.0208 90 Fixed Vinyl OPER/std B43 Wind 15.0208 90 Slider Vinyl OPER/std B51 Wind 20.0208 90 Fixed Vinyl OPER/std BRI 1 Wind 10.0 253 90 Slider Vinyl OPER/std BR21 Wind 10.0 253 90 Slider Vinyl OPER/std R1 IFRCH Wind 16.7 298 90 Fixed WdDr/Div OPER/std R2A1 Wind 10.0 298 90 Slider Vinyl OPER/std R21 Wind 12.0 298 90 Slider Vinyl OPER/std COMPUTER METHOD SUMMARY Page 3 C -2R Project Title: PANKHURST 2402n (BASE CASE) Run: 631 24 -May -96 FENESTRATION SURFACES continued Glazing Fenestration Area Tru Open Frame Charactr Name Type (ft2) Azm Tlt Type Type Name Comments. R22 Wind 16.0 298 90 Slider Vinyl OPER/std R31 Wind 12.5 298 90 Slider Vinyl OPER/std SLI Skyl 6.0 -- 0 Fixed Metal DblSkylt SL2 Skyl 8.0 -- 0 Fixed Metal DblSkylt SL3 Sky] 8.0 -- 0 Fixed Metal DblSkylt ' SL4 Skyl 8.0 -- 0 Fixed Metal DblSkylt SL5 Skyl . 8.0 -- 0 Fixed Metal DblSkyltSHD GLAZING CHARACTERISTICS Glazing Charactr Glazing # of U- SC GIs Interior SC Int Exterior SC Ext Name Type Panes value Only Shade Type Shade Shade Type Shade --------------------- -- OPER/std Clear DblSkylt Clear DblSkyltSHD Clear OVERHANGS Fenestration ------ ---------------- ---------------- ------ 2 0.550 0.880 Std Drape 0.780 Bug Screen 0.870 2 0.800 0.880 None 1.000 None 1.000 2 0.800 0.880 Lgt Blind 0.580 None 1.000 -------------------------- Above Left Right Name Height Width Depth Glazing Extension Extension F 11 510" 210" 210" 51411 7810" 910" Surre COL� o e F12 5'0" 310" 210" 514" 7510;' 11'0" F13 510" 210" 2'0" 514" 7310" 1410" F 1 4 210" 710" 210" 210" 7310" 910" F21 68" 114" 8'0" 114" 7210" 318" F22 618" 114" 810" 114" 67811 810" F23 1'0" 3'0" 810" 010" 6910" 510" F24 510" 310" 810" 114" 6210" 1210" F25 510" 310" 810" 114" 5910" 1510" L11' 510" 310" 610" 114" 316" 3616" L21 310" 210" 216" 314" 316" 4316" L31 410" 310" 216" 2110" 316" 5816" L41 716" 310" 210" 010" 316" 7216" L51 SGD 618" 610" 216" 414" 410" 5810" BL 1 1 716" 210" 216" 110" 410" 410" BL21 510" 210" 210" 11$" 310" 6610" B11 510" 310" 118" 2110" 5014" 318" B21 410" 310" 118" 3110" 4014" 318" B31 716" 316" 206" 2'0" 4218" 5110" B41 610" 216" 1210" 016" 3310" 1616" B42 610" 410" 1210" 010" 2910" 1910" B43 610" 21611 1210" - 0'0" 2710" 2216" B51 510" 410" 210" 118" 810" 810" BRI 1 510" 210" 314" 114" 5710" 410" COMPUTER METHOD SUMMARY Page 4 C -2R Project Title: PANKHURST 2402n (BASE CASE) Run: 631 24 -May -96 OVERHANGS continued Fenestration -------------------------- Above' Left Right . Name Height Width Depth Glazing Extension Extension ------------ BR21 ------ 510" ------ 210" --------------- 210" --------- 1'8" 2610" --------- 410" RIIFRCH 618" 216" 3710" 1'4" 5814" 1012" R2A1 510" 210" 216" 114" 5110" 2'8" R21 410" 310" 216" 114" 1318" 2018" R22 410" 41011 216" 114" 5'8" 2718" R31 5'0" 216" 118" 514" 1216" 3910" FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin • above to Name ' Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ----- R31 510" 216" -- -- -- -- 410" 1110" 414" 210" THERMAL MASS A PP A4%7 Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- Zone = House Slab -Covered 286.0 3.5 28 0.98 Slab 140C 2.92 Grade Tile 125.0 1.0 19 1.04 Tile 0 Interior HVAC SYSTEMS Duct Location System Name System Type Efficiency and R-value --------------------------------------------------------------- Zone = House GasFurn.90 Furnace 0.90 AFUE Crawl R-4.2 ACsplit 10 Air cond. -- central split 10.00 SEER Crawl R-4.2 Distrib Water Water # of Energy Volume Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------------------------------------------- ---- ------ ------ ----- 50GALW/H Standard 50W/H Storage gas 1 0.60 50 0 WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh) Loss R -value (Btuh) ---------------------- ---------=--------------- ------ 50W/H 76% -- 40.00 -- -- -- MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 A /L MF -1R ---------- Project Title.......... MASTER PLAN Date........ 01/01/93 --------------------- Project Address........ MASTER PLAN CHICO, CA. ' Documentation Author... BOB METZGER 865-9688 ; Building Permit # ; Company ................ BOB METZGER 0 D S Telephone .............. 865-9688 or 342-9688 , Plan Check / Date , Compliance Method...... MICROPAS4 by Enercomp, Inc. ; Field Check/ Date ; Climate Zone........... 11 --------------------- --------------------------------- MICROPAS4 v4.01 File-. Wth-CTZ11S92 Program -FORM MF -1R ' User#-MP1000 User -BOB METZGER 0 D S Run-- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere -in the documents or on this checklist oy. BUILDING ENVELOPE MEASURES I Lo G -------------------------- I 6AA --A esign- nforce- er went *150(a): Minimum R-19 ceiling insulation. 1 d R -Value " i150(b): Loose fill insulation manufacturers labe e *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. i1 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality E -I standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls Doors and windows between conditioned and unconditioned a. spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints r �� and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs j 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door C c b. Outside air intake with damper and control ►_ ! c. Flue damper and control E `O L 2. No continuous burning gas pilots allowed. - - at ITT CT"'f A tIj D 110-13: HVAC equipment, water heaters, showerheaas ana faucets _ certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect C-� hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation �l�n pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance alb with pilot t 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er went 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures. IC (insulation cover) approved. Be aware that glazing units (including doors with glass') -must have permanent NFRC labels. Glazing labels will•be "-'checked against the Title 24 calculations at the time of framing ` inspection. If the installed U -value is of a lesser value, the Title 24 calculations must be redone, and appropriate changes made to the structure (e.g., this may include additional insulation, addition of screening devices, reduction of window sizes, etc.). Note that an Installation Certification Form CF -6R is requwn l_ •posted at the residence proper to the issuance of a Ce tificateof" - Occupancy. This is in addition to the Insulation Cert1Wc;y PPRO IF APPLIES GENERAL NOTES ISHEET E 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)Tb 6F CAULKED, SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS. OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. .EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT ACCESSABLE FROM INSIDE F.P. AREA c) FLUE.DAMPER.TIGHT-FITTING 8 READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. 6. A/C DUCTS TO BE INSTALLED PER MA' U.M.C. 8 INSULATED (1" INSUL.- GAS EQUIP.) & (2" INSUL.-HEATPUMP EQUIP.) 15# DENSITY TYP. .•� U: • 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 4.0 LUMENS/WATTS OR GRATER. 8. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) 1'-6" HIGHT PLATFORM. b) . VENT T HRU ROOF. _ c) ADEQUATED CONBUSTABLE AIR VENTING_ d) R-4 INSULATION 5'-0" TO 8 FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING. f) R-4 INSULATION ON CIRCULATING SYSTEM. g) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED 8 CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO. PERTAINING TO THE OPERATION. OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WOOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY . 1 WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. 17. USE ELECT. OUTLET GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E.C. CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL. ROVeD 1 1. _ -