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021-160-118
"'ira.rR3es� Aw. 021-160-118 99-2634 ♦ CAMPOS, GUILERMO �1 , 04, / o/GDEWSNUP, GRIDLEY CONTR: INTERWEST HOMES NEW SINGLE FAMILY 021-160-118 00-0130 CAMPOS, GU'ILERMO 1016 DE WSNUP RD. a.. GRIDLEY/ CONTR: FOX COMPANY FIRE SP _ s► . SPRINKLERS BP# 99-2634 f •A \ � s ♦ r r ; S COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: • Interwest Homes ADDRESS: 469 Century Park Dr. CITY & STATE: Yuba City, CA 95991 DATE OF CLAIM: 03/30/2000 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES IMPORTANT. - SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Clerical error, overcharged. (APX021-160-118, BPN99-2634, Receipt 11286210, dated 03/17/00 & Receipt #280862, dated 11/17/99, owner: Guilermo Campos.) Totai amount paid $2,220.73 Total amount to be retained $2,194.73 Total amount to be refunded $ 26.00 TOTAL $ 26. 00 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day oq0JDfj 2000 , at VLj-bQ P1 I 'Lt-bCalif. i m Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles cified above Jbave en performed or delivered and that there is a Budget Appropriations [ I or Specific Board Approval [ I (Check one) for the /07Dated this �day of A Q1—, 2000 , at 00 V IU Calif. De artment Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONSTR CTION PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. ` NOTES RESIDENTIAL ` 021-160-118 00-013.0 PERMIT NO. _CAMPOS;-GUILERMO , 1016 DEWSNUP RD., GRIDLEY CONTR: FOX COMPANY Ij FIRE SPRINKLERS BP# 99-2634 k f SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER } JOB FINALED (Date Signature uu CERTIFICATION OF INSULATION SIC -303 FILE COPY INSTALLATION_CERTIF_ICATE _ _ _ _ CF -GR U•• of Ohl• form to eellety the requirements of the Administrative Code Is optlonel. but the Inlormetlon must be provided and posted. Site Address t Permit Number An installatlon certificate Is required to be posted at the building site prior to the Issuance of the occupancy permit: this form may be used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the efficiency and typo of the appliance Installed must be equivalent or better than the appliance speclllod on the certificate of compliance (Form CF -1 R). This certificate (or its equivalent) shall be prepared and signed by the person(s) assuming overall responsibility for the appliance Installation. Refer to Ilio reverso side of this certificate for an explanation of Information required. I, Ilse undersigned, verily that the equipment listed In Ilia category above my signature Is the actual equipment installed and that Ilia equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verifled that the equipment Is equivalent to or more efficient than the equipment specified on the Cerlilicale of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. I-IVAC SYSTEMS: Heating Equipment llnaling Equip. CEC Certified Actual Distribution Dud or Heating Load Heating Typq (Packaged Manul. Make & Efficiency Type and Piping Before Over- Equipment Or a n•: 1 • ••, �i l.e '►.ILS % Cooling Equipment Cooling Equipment Actual Typo (Pnckagad CEC Certified Compressor Unit Efficiency Dud Duct O, Q r Manuf. Make BModel Number (S Ql j_ncatl� Nad- VLTT 50MOMOMAh 5-24-3-160 alur♦ ANDY'S HEATING & A/C CO., INC. Q�Id�J Sig re, D. ayHVAC Subcontractor (Co. Name) OR General Contractor OR Owner WATER HEATING SYSTEMS Distrib. Water CEC Certiliod . Energy Tank Insul Internal Pilot Rated Solar/ Systom I Inatnr Mantel. M e & Fndor/ Volume Wrap Insul. Standby Light Input Wood IYpv nein t�s1 L-.11l'.c,_ — Laallonsl R -value _ l✓A R--xalua� �� kWIBlu Credits N�- 3roob FAUCETS & SHOWER HEADS: All faurnis and shownrhnads Installed are listed In the Commissions Directory Of Certified Faucets And Showerheads, pursuant to Title -24, Part G, Subchapter 2, Sedan 111. 1- C) rh / 13o f � U iM Signalurn, 0,19 Plumbinq Subcontractor (Co. Name) 0(i General Contractor OR Owner f1pviSM Dfty.Mher t9p7, V=OK. - 0 = Not OK - = Not Applicable, = Not Ready o WBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. 2. Soils; Special MH Support Sketch Gas; MH Test -Demand -Valve -Connector 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) Water; MH Test -Regulator -Connector 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 8. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG Tie Downs -Type -Installation Cert. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances -- 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ r Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s P MBING (Permit) OK except #'s 63. 1 . Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Gas Pipe; Sixe & Anchors Yk Date Date Date FV Card B-1 Date Card B-1 Card B-1 Date Card B-1 ELECTRICAL (Permit) OK except #'s 70. 23. Fixture & Transformer Clearance -Ins. Protection 71. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 72. 25. Size Boxes & No. of Conductors Stapled 73. 26. Romex Installed Close to Edge of Studs & C.J. 74. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 75. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 76. 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 77. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No 78. 31. Service -Riser Conductors & Ground Main Disconnect 79. 32. Equip. Clearances Panels-Motors-Mech. Equip. 80. 33. Clothes Closet Light -Shower Light -Spa Light 81. 34. Smoke Detector Clearance Looked under Floor Q Yes Date Following Instld./Drive J Yes Q No/Walks 0 Yes 7 No/Planters ] Yes J No Card B-1 Date Card B-1 Date Stucco Brown -Finish Card B-1 Date Card B-1 Date A.C. Unit Disconnect, Electrical -Plumbing MECHANICAL (Permit) OK except #'s 85. 35. A.C. Ducts Insulation & Support 86. 36. Vent Fan, Exhaust above insulation 87. 37. Condensate Drain & Overflow, Size & Grade 88. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 89. 39. Attic Access & Platform if Furnace in Attic 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric Date Water & Sewer Connected -C/O to Grade -HD Approval Card B-1 Date Card B-1 Date Energy Compliance Certificate -Other Certificates Card B-1 Date Card B-1 Date Address Posted FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors Card B-1 Date Card B-1 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound Date 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 >ingle & Duplex) f Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting.-Ring. 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 Ht. & 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 Interior/Exterior 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 -Connector - In Garage; Above Floor-Ducts-Mech. 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 & Receptacles 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-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Ramex 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 Q Yes 82. Following Instld./Drive J Yes Q No/Walks 0 Yes 7 No/Planters ] Yes J 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 Throughout 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 94. Address Posted 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: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION _ .7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER GUILERMO CAMPOS TELEPHONE SO. FT. OCC. BUILDING VALUATI 1970 3,152 .OWNERS MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 63-00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS It? 10 DF1A15;N1JR Energy Plan Checking Fee $ ROAD, GRIDLEY $ PERMIT FEE $ 19 Q9 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation 13 _.,Other V( Describe Work: �iQE���iQ/�d�LOe _/itnwLLA7l�PAI Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G W 920.00 PERMIT FEE S 99-2634 ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LESS Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 0— /6 Lic. No. �,30.S36S OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zoOA TO tOooA 46.00 NEW CONST. OW ,"NG OCCUP. OR ADDNS. ( a Acc. Bens. SO 3.5QFT: T. NON-pESID. MULTLOUTLET @7,50 POWEPUS a SINGLER AOUTLETPARATCIR. EX. OCCU . oLmET OR FIXTURES .00 BAL O I. 0 Ex. Occup. oFlxuTls Aa ORS 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ 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. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier sJat7,E I(%AZO Policy Number 272 UAI 2.3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation 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 th p ovisions. ` X Date 1 O 0 Signature of Appli t ❑er Contractor ❑ r xcAge An OSHA permit is required foavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 3.95 HAZ. P D. FEES IMFLOOD cDF PAR PD HD _ ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been Q By PERMIT EXPIRES ON I IT provisions to do work paid. to — / /10 / ReceiptNo. o C _ le3W6 Z/ WHITE-D.D.S.-B.D. CANARY -A ESSOR PINK -INSPECTOR G LDEN OD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NC (Rev.l"1 ) APPLICATION AND PERMIT N!C!!OR PAACQ NUleEil Mme-+ d d --/60— 0W""a"Wi 25 OW14As MALO O ADORES! CONTRACTORS MME _ COWRAC sAODRE48 3 d�vF CONSTRUCTION EENOER EENOER'! 10"M ADORER! ARCHITECT OR ENo1f ARCWMCT OR ENGNEERS UNUNO ADDRESS ADORES! SO. FT BUILDING PERMIT OCC. BUILDING VALUATION Total valuation Fling Fee Permit Fee Plan Checking Fel J a Energy Plan Checking Fee 0-4 t V PERMIT FEI LOT NO. sueDIVe IONSIM►! PARCEL WP PLUMBING PERMIT USEOFSTRUCTURE Each Trap Solar or heat pump water heater SF 0 Duplex 0 Mobilehome O Other Water piping specory Each as water heater or vent TYPE OF WORK Gas piping system 1 - 5 outlets New 0 Addition ❑ Rhe -model 0 Lthes 0 Instaktion ❑ Other Building sewer Describe Work: Mobile Home I S I G I WT— PERMIT FEE $ ELECTRICAL PERMIT Main Service xw 00OV ooR" uNS. u¢ss Main Service 200A TO 1000A NEW CONST. D.ML q OCCUP. OR ADDNS. a $ 20.00 S i S t Fling Fee 20.00 7.00 23.00 15.00 15.00 15.00 15.00 920.00 ig Fee 20.00 23.00 46.00 3.500. @7.50 Ex. OCCU OUTLET OR PoCTmEs so 0 1.00 BAL a .70 EX. OCCU FIXEO ��' oR OVRETS ESIo. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heatino I 6.50 Ventilation PERMIT FEt S Mobile Home Installation Fee S Energy Inspection Fee S occ coNST. ivo�TO �ALLF!E�E�$!� -Z. 0. FEACEL Po /O 1 ISSUE 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 �J3 B PERMIT EXPIRES ON Date -� ;COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7'COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: _1��i/pOS _ ASSESSOR PARCEL[JWER:/60 =/P-?tl,GVd Proposed Building Use: Building Inspector: � Date: At time of permit application, I was a v__ ed the following data must be submitted prior to pe it oce sing/and/or issuance: u( All items have been submitted. 02. Plot plans, 3/4 set-, signed by the preparer of plans. 11 ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. ❑7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8. Hazardous Material Form. ❑9.ufactured/H�ome data installation instructions including Tie Down Specifications. 041 Fees of $ C� ❑ 11. Impact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. ❑ 13. Flood elevation certificate. ❑ 14. Sanitation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection for required. 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ❑27. Manufactured Home utility clearance. 028. Existing violations and/or expired permits. 029. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1:130. Other: When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to tractor. al ❑'Telephone rJ�' c�J_D ' and hold for pickup at ffice. 11 inspector. F31- ' %� —/4-6 X % /1J.ai9/V01 Applicant: Date: � �0 _ EXPIRATION OF APPLICA " Applications for which a permit has not been issued, will expire by limitation one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required: FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant FOX Company 3995 Olive Highway, Oroville CA 95966 * 916-533-2730 / 916-533-1825 FAX Lic. #305365 C-10, C=162 C-2% C-364 C-43 Residential Fire Sprinkler with Pump &Holding Tank 1. Sprinkler Head 2. Spring Loaded Check Valve 3. Gate Valve 4. 3 -Way Globe Valve 5. 3001b Gauge 6. 2 Pole Flow Switch 7. Alarm Bell 8.. Drain Ball Valve .9. Spare Head .Cabinet 10. Booster Pump 11.. , Pressure Switch 12. Pump Control / Low Water C 13. Holding Tank V9 r �� Model -LF Low Flow Residential Fast Response Pendent and Recessed Pendent Glass Bulb Automatic Sprinklers for Smooth, Flat, Horizontal & Sloped Ceilings Manufactured by: Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Description The Central Model LF Residential Pendent and Recessed Pendent Sprinklers have the ability to cover large areas with very low flow and pressure requirements. This, combined with the aesthetics of the recessed glass bulb design, provide a sprinkler that is attractive and cost effective. The Model LF is U.L. Listed for use in sloped ceilings with pitches up to 8:12. Refer to the Sprinkler Design Requirements Table on Page 3 for specific flows and pressures for sloped ceilings, and Page 2 of this Data Sheet for further sloped ceiling design guidelines. The Model LF is Listed for both 1550F/680C and 1750F/790C. The 1:750F/790C Listing can accommodate ambient temperatures up to 150°F/ 68°C. This is an advantage in areas where high ambient temperature is expected. The Model LF is Listed for up to 8" (203.2 mm) below the ceiling which can provide a significant advantage when encountering ceiling obstructions. Please note the flow changes slightly for installations over 4"(101.6 mm) up to 8" (203.2 mm) below the ceiling and for the 1750F/790C temperature. The Central Model LF Automatic Sprinklers incorporate the latest in glass bulb technology, which results in a much smaller more attractive sprinkler. The operating mechanism consists of a liquid -filled quick response frangible capsule that is only 20 mm in length. The Model LF Automatic Sprinklers are intended for residential applications in accordance with current NFPA 13, NFPA 13D and NFPA 13R Standards and Central's Residential Installation Guide. Operation: The glass bulb capsule operating mechanism contains a heat -sensitive liquid that expands upon application of heat. Upon reaching the rated temperature, the frangible capsule ruptures thereby releasing the orifice seal. The sprinkler then discharges water in a pre -designed spray pattern to control or extinguish the fire. % 11 (9.5mm') Orif ice Automatic aft E rinlcler Standard Finishes: Sprinkler. brass, chrome plated, Technical white and off-white painted DataEscutcheon: brass plated, chrome plated, white and off - Model: LF white painted Style: Pendent and Recessed Pendent Length: 21/6" (53.9 mm) Escutcheon: Model GB Res./QR Width: 13/16" (30.2 mm) Wrench: GB -20 (Part #1125) Weight: 21/2 oz. (7o grams) Orifice Size: 3/6" (9.5 mm) K -Factor: 3.0 (43.3 metric) Thread Size: 1/z" N.P.T. (15 mm) Temp. Ratings: 1550F/680C 175OF179°C Approvals: U.L., cUL . Maximum Working Pressure: 175 psi (12.1 bar) Factory Hydro Test: 100% at 500 psi (34.5 bar) No. 4.1.0 Old Cat. No. 4-4.0 LF Sloped Ceiling Design Guidelines ..COPE 8:12 (33.70) Pendents Located Along Multiple Slopes • Spacing is measured along the slope. • Maximum number of sprinklers located in a compartment is unlimited. • Number of heads to be hydraulically calcu- lated shall conform to the appropriate NFPA standard being designed to. • See notes below if loft condition exists. • Cathedral ceiling applications: An 8" minimum beam or lintel is required. • a: minimum:4"(ioi.6mm) maximum: one-half the maximum calculated spacing • b: minimum: 8'-0" (2.4 m) maximum: 20'-0" (6.1 m) NOTES: The above design guidelines are based on actual testing performed at U.L. for slopes up to and including 8:12 pitch (33.70). For slopes greater than 8:12 pitch, refer to Central Sprinkler Company's "Residential Installation Guide" for proper placement and spacing criteria. • One row of sprinklers shown on the sloping ceiling for clarity. Actual number of sprinklers within a compartment is unlimited. • If a loft adjoins the sloped ceiling compartment, a minimum 8" deep lintel is required. • For ceilings with lofts, calculate a minimum of three sprinklers. All other hydraulic requirements shall conform to be appropriate NFPA standard being used for design. rAinstaiGation All Central Model LF Automatic Sprinklers must be installed according to current NFPA 13, NFPA 13D and NFPA 13R requirements and Central's Residential Installation Guide. Deviations from these requirements and standards or any alteration to the sprinkler itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local government provisions, codes, and standards as applicable. The system piping must be properly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size, and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe .joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the Pendent position. Step 2. Use only a non -hardening pipe joint compound or Teflon' tape. Apply only to male threads. Teflon is a trademark of the DuPont Corp. Step 3. Install the sprinkler according to the dimensions shown in the installation diagrams on page two. Install the escutcheon skirt onto the sprinkler prior to its engagement into the reducing fitting. For recessed applications, do not use the push -on escutcheon plate to hold the unit in position. The sprinkler will only function properly when anchored to the building structure. GB -20 Sprinkler Wrench (Part #1125) Figure 1 Model LF Pendent (bottom view) 1 1 1 1 1 1 1 1 r � 1 I I ! Face of Reducing _ling i 2 1/8' 1 11/16' i (54 mm) (42.9 mm) Ref. ` I CuJi 1 3/16' (30.2 mm) Diameter Note: Central's Model 65 or 401 escutcheons may be used. When using Central's Model 65 ceiling escutcheon, the face of the reducing coupling should be '/a" t'hs" below ceiling line. LF 3/a" Residential Pendent and Recessed Pendent Sprinkler Design Requirements 155°F Deflector distance from recessed up to 4'(101.6 mm) below ceiling. LF 3/6" Residential Pendent and Recessed Pendent Sprinkler Design Requirements 1750F Minimum Design Flow . Two or More Coverage Area One Sprinkler Sprinklers 12' x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) (3.7 x 3.7m) 37.9 torn (0.8 bar) 30.3 Ipm (0.5 bar) (Horiz. & Sloped Ceilings) 12 GPM (16.0 psi) 8.5 GPM (8.0 psi) 14'x 14' 10 GPM (11.1 psi) 8 GPM (7.1 psi) (4.3 x 4.3m) 37.9 torn (0.8 bar) 30.31pm (0.5 bar) (Horizontal Ceilings) 45.5 Ipm (1.1 bar) 32.21pm (0.6 bar) 14'x 14' 12 GPM (16.0 psi) 6 GPM (7.1 psi) (4.3 x 4.3m) 45.5 Ipm (1.1 bar) 30.31pm (0.5 bar) (Sloped Ceilings) 16 GPM (28.4 psi) 13.5 GPM (20.3 psi) 16'x 16' 10 GPM (11.1 psi) 8 GPM (7.1 psi) (4.9'x 4.9m) ` 37.9 Ipm (0.8 bar) 30.3 Ipm (0.5 bar) (Horizontal Ceilings) 16' x16, 12 GPM (16.0 psi) 8 GPM (7.1 psi) (4.9 x 4.9m) 45.5 Ipm (1.1 bar) 30.3 Ipm (0.5 bar) (Sloped Ceilings) . 18'x 18' 14 GPM (21.8 psi) 10.5 GPM (12.3 psi) (5.5 x 5.5m) 53.1 Ipm (1.5 bar) 39.8 Ipm (0.8 bar) (Horizontal Ceilings) 18' x 18' 18 GPM (36 psi) 13 GPM (18.8 ps) (5.5 x 5.5m) 68.2 Ipm (2.5 bar) 49.31pm (1.3 bar) (Sloped Ceilings) 20'x 20' 16 GPM (28.4 psi) 13.5 GPM (20.3 psi) (6.1 x 6.1 m) 60.6 Ipm (2.0 bar) 51.2 Ipm (1.4 bar) (Horizontal Ceilings) 20' x 20' 20 GPM (44.4 psi) 16 GPM (28.4 psi) (6.1 x 6.1m) 75.8 Ipm (3.1 bar) 60.6 Ipm (2.0 bar) L. (Sloped Ceilings) Deflector distance from recessed up to 4'(101.6 mm) below ceiling. LF 3/6" Residential Pendent and Recessed Pendent Sprinkler Design Requirements 1750F Deflector distance from recessed up to 4'(101.6 mm) below ceiling. Figure 2 Model LF Recessed Pendent 2'(50.emm) 1 Minimum Diameter r 2 114' (57.2-) 1 1 Maximum Diameter 1 i � 1 � 1 I Model G8 ResJOR 1 !ecessed Eswtchmn I ) ! Face of ( „ { Reducing 2 716'(73.0 mm) Note: Only the Model GB Res./QR Recessed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. Figure 3 Model LF Extended Pendent . 3 1/2' (8e.9mm) Max. I 2 1/4'(57.2mm) Min. Finished Ceiling Une Minimum Design Flow . Two or More Coverage Area One Sprinkler Sprinklers 12'x 12' 10 GPM (11.1 psi) 8 GPM (7.1 psi) (3.7 x 3.7m) 37.9 Ipm (0.8 bar) 30.3 Ipm (0.5 bar) 14'x 14' 12 GPM (16.0 psi) 8.5 GPM (8.0 psi) (4.3 x 4.3m) 45.51pm (1.1 bar) 32.2 Ipm (0.6 bar) 16'x 16' 12 GPM (16.0 psi) 8.5 GPM (8.0 psi) (4.9 x 4.9m) 45.5 Ipm (1.1 bar) 32.21pm (0.6 bar) 18'x 18' 15 GPM (25.0 psi) 12 GPM (12.3 psi) (5.5 x 5.5m) 56.9 Ipm (1.7 bar) 39.8 Ipm (0.8 bar) 20'x 20' 16 GPM (28.4 psi) 13.5 GPM (20.3 psi) (6.1 x 6.1m) 60.6 Ipm (2.0 bar) 51.2Ipm (1.4 bar) Deflector distance from recessed up to 4'(101.6 mm) below ceiling. Figure 2 Model LF Recessed Pendent 2'(50.emm) 1 Minimum Diameter r 2 114' (57.2-) 1 1 Maximum Diameter 1 i � 1 � 1 I Model G8 ResJOR 1 !ecessed Eswtchmn I ) ! Face of ( „ { Reducing 2 716'(73.0 mm) Note: Only the Model GB Res./QR Recessed Escutcheon may be used. Substitution of other "recessed" escutcheons may impair the operating sensitivity and distribution pattern. Figure 3 Model LF Extended Pendent . 3 1/2' (8e.9mm) Max. I 2 1/4'(57.2mm) Min. Finished Ceiling Une 6'(t52.4mm) Max. 3 3/4'(95.3mm) Min. Face of Reducing Coupling 1 1 11/16' (42) LF 3/e" Residential Extended Pendent Sprinkler Design Requirements 155°F and 175°F 399 Escutcheon 399 Escutcheon Finish Part# Brass 1287 Chrome 1286 White 1288 _ Off -White 1290 6'(t52.4mm) Max. 3 3/4'(95.3mm) Min. Face of Reducing Coupling 1 1 11/16' (42) LF 3/e" Residential Extended Pendent Sprinkler Design Requirements 155°F and 175°F Deflector distance extended 4' to 8' below ceiling. Minimum Design Flow Two or More Coverage Area One Sprinkler Sprinklers 12'x 12' 11 GPM (13.4 psi) 8 GPM (7.1 psi) (3.7 x 3.7m) 41.7 Ipm (0.9 bar) 30.3 Ipm (0.5 bar) 14'x 14' 12 GPM (16.0 psi) 9 GPM (9.0 psi) (4.3 x 4.3m) . 45.51pm (1.1 bar) 34.1 Ipm (0.6 bar) 16'x 16' 14 GPM (21.8 psi) 10.5 GPM (12.3 psi) (4.9 x 4.9m) 53.1 Ipm (1.5 bar) 39.81pm (0.8 bar) 18'x 18' 14 GPM (21.8 psi) 12 GPM (16.0 psi) (5.5 x 5.5m) 53.1 Ipm (1.5 bar) 45.5 Ipm (1.1 bar) 20'x 20' 16 GPM (28.4 psi) 15 GPM (25.0 psi) (6.1 x 6.1 m) 60.6 Ipm (2.0 bar) 56.91pm (1.7 bar) Deflector distance extended 4' to 8' below ceiling. Step 4. Hand tighten the sprinkler into the fitting. Then use a Central GB -20 Wrench to tighten the unit intothe fitting. A leak -tight joint requires only 7 to 14 ft.-Ibs.(9.5 to 19.0 Nm) of torque; a tangential force of 14 to 28 Ibs.(62.3 to 124.5 N) delivered through a 6"(150 mm) handle will deliver adequate torque. Torque levels over 21 ft. -lbs. (28.6 Nm) may distort the orifice seal, resulting in leakage. Caution: Special care must be taken when installing sprinklers with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system. Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corrosion and in extreme cases can impair proper sprinkler operation. Care Maintenance Sprinklers must be handled care- fully. They must not be transported or stored where ambient temperature may exceed 10011F/380C. For best results, store them in a cool, dry location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers should never be painted, coated, plated, or altered in any other way from manufactured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Maintenance of Water -Based Fire Protection Systems", contains guidelines and ©1998 Central Sprinkler Company Printed in U.S.A. minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have addi- tional regulations and requirements for maintenance, testing, and inspec- tion that must be obeyed. It is recommended that sprinkler systems be inspected regularly by a qualified inspection service. Length of time between such inspections can vary due to accessibility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibiting corrosion or damage; always use new sprinklers of the same type and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions Must be removed. In the event that construction has altered the original configuration, additional sprinklers may need to be installed to maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be certain to secure permission from all Authorities Having Jurisdiction, and notify all personnel who may be affected during system shutdown. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode, first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 PHONE (215) 362-0700 FAX (215) 362-5385 only the special sprinkler wrench. Be certain to match model, style, orifice, and temperature rating. A fire protection system that has been shut off after an activation should be returned to service immediately. Inspect the entire system for damage and replace or repair as necessary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Company will repair and/or replace any products found to be defective in material or workmanship within a period of one year from the elate of shipment. Please refer to the current Price List for further details of the warranty. Ordering informati®n Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, type of finish or coating, and sprinkler wrench. Availability and Service: Central sprinklers, valves, accessories, and other products are available through- out the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call (215) 362- 0700 for the distributor nearest you. Patents: Patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 M 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. LF PEND.4 Grinnell, t -- Cn W J Q LU N Z O Bronze Spring Loaded Check Valve %"-2" Figure No. 3600 w/Teflon Disc. Figure No. 3600SJ w/Teflon Disc Figure No. 3615 w/Buna-N Disc Figure No. 3615SJ w/Buna-N Disc 125 PSI Saturated Steam, with TFE Disc Buna-N Disc Rated at 250 PSI 250 PSI Non -Shock Cold Water, Oil, or Gas Fluid Pressure, Non -Shock W.O.G. lure No. 3600 lure No. 3615 Threaded Grinnell check valves may be installed in vertical lines with upward flow or In any intermediate position. Do Not Use For Reciprocating Air Compressor Service. Do Not Use as a Footvalve. Q) Figure No. 3600SJ Figure No. 3615SJ Copper to Copper I�j1.L�I�Type, F�ij ...a.t yt:��,� ... }h`.•-:'_11@>fllletl� 3@HI 8110 Y{5G✓�.,..; 4" .�J� pa?q��{ Qj� -ti.� alsrlal Lls� Ditnen§lolls —Weights Nominal Size Part Specification 1. Body -Bronze ASTM B-584 Alloy C84400 2. Stem Stainless Steel ASTM A-582 Alloy S30300 3. Spring 316 Stainless Steel 4. Disc Holder Stainless Steel Type 301 S. Disc Teflon. Fig. 3600 SA. Disc Buna-N, Fig. 3615 6. Seat Ring Teflon 7. 8. Seat Screw Body End Stainless Steel ASTM A-276 Alloy S43000 Bronze ASTM B-584 Alloy C84400 Nominal Size Dimensions Approx. et Wt. Fig. 3600 Approx. Net Wt. Fig.3600SJ A B 3/e 2 13/8 11/16 .4 .4 '/z 2'/16 13/6 13/16 .4 .4 31, 21/e 15/6 15/16 .5 .5 1 25/e 2 1'/z .8 .9 1'/a 215/16 23/a 111/16 1.2 1.3 1'/: 35h 23/4 2 1.6 1.9 2 33/4 331e 25h 6 2.4 2 7 1; i Figure No. 3010* 125# Bronze Gate Valve 1/41"-311 Figure No. 3010 SJ 125# Bronze Gate Valve 1/211-3l.1 12t PSI SAIturated Stearn,' 200 PSI Non -Shock Cold Water, Oil, or Gas Rif Ing Stem open Uri , nnell ' S. Bonnet 9. Body, 10. Wedge Bronze ASTM B 815.03 4/z 10 12 1 hs JU �13.3 kii Bronze ASTM 13-62 i;d:pgcd 6nly j A A Bronze ASTM B-62 4 f-igure ryo. juju Threaded Figure No. 3010SJ Confotnis to Federal Specification: WW -V-54 Class A, Type 11 & MSS -SP -80 Copper to Copper Screwed Bon6' i Rising stem Solid Wedge Disc' MMerial List Dimenti6ha*77 W61 his Part Specification Nominal Dimensions Approx. M. A ;Fept W: 1. Han&hecl Nut Zinc Plated Steel with 2 Size A e C et Flq:.LO�q E!%: �0`10S.J. L Clear Chromate 2. Idenlill'atlon Plate Aluminum '/4t 1"/,e 45/a 3. Han wheel Aluminum ASTM B-85 0!9 ,/it .6 Alloy A03800 i'sAG 47/9 314 .7 .6 4. St4 Silicon Bronze ASTM B.371 Alloy C69400 or B-99 - 3/4 2'lir 513116 ale 1.0 .9 I Alloy C65100 H04 . _ 2'/IG 71/�,2 1 1.7 1.5 1 5. PaWng Nut Bronze ASTM 8-62 or L ASTM 8-584 Alloy C84400 1114 25/0 8,18 1311, 2.4 2,1 6. PacklIng Gland Bronze ASTM 8-62 or 1,12 2T/B 9,3116 11/4 3.3 3.1 ASTM B-$84 Alloy 084400 4 or ASTM B-282 or B-16 2 3'/,6 119116 15N 5.0 4.7 T. Pack!lnq Non-Asb�_sjos/Graphite/ 2112 41/6 14e/,e 113/16. i0.5 9.4 Aramid Fiber ' S. Bonnet 9. Body, 10. Wedge Bronze ASTM B 815.03 4/z 10 12 1 hs JU �13.3 kii Bronze ASTM 13-62 i;d:pgcd 6nly j A A Bronze ASTM B-62 4 3 -Way Globe Valves Y Inch Central Sprinkler Company 451 North Cannon Avenue. Lansdale, Pennsylvania 19446 2.45 1.69.—: 3 -Way7 Pro nze Globe.-.---,. Valves Bill of Materials Item Description Material resistance. The hand EDProductcorrosion Description wheel is manufactured from cast iron materials to t or exceed he Bronze requirements ofeUnderwn Underwriters The Central Model F17 3 -Way Laboratories. Inc., Factory Mutual, Bronze Globe Valves are designed The American Water Works for general service as shut-off. Association C-509 and ASTM A-126, throttling, or drain valves. Class B Standards. The Central Model F17 3 -Way The Central Model F17 3 -Way Bronze Giobe Valves provide positive Bronze Globe Valves are rated with shut-off under normal operating cold water at 200 psi, non -shock for conditions. They are recommended cold water service, and are tested for water service only. twice. air under water for consistent The Central Model F17 3 -Way quality. Bronze Globe Valves are of cast The Central Model F17 3 -Way bronze construction in strict Bronze Globe Valves have a soft accordance with ASTM B-62 rubber seat for tight shut-off under all specifications 85-5-5-5 for superior operating conditions. (Mfg. Source: Non -Domestic) 2.45 1.69.—: 3 -Way7 Pro nze Globe.-.---,. Valves Bill of Materials Item Description Material Specification 1 Body Bronze ASTM B-62 2 Hand Wheel Cast Iron ASTM A -126-B 3 Hand Wheel Nut Steel Commercial 4 Packing Non -Asbestos Commercial 5 Packing Gland Brass ASTM B-16 6 Packing Nut Brass ASTM B-16 7 Stem Brass ASTM B-16 No. 27.3.0 pormwirn cm3nf"d, 1 800 854-1015 FIRE SPRINKLER PRESSURE GAUGES U.S. GUAG8, AMETEK Use on wet or dry sprinkler systems • Solid brass backed! • '/, " A .NTP -LM brass .fitting; 3'/2 n diameter 300 lb./sq. In.. Capacity tioo 200 , Ys tN 2zs so 2v 2s , 275 Sao SLISTED rM APPROVEC, vsR-SF TT VANE TYPE WATERFLOW e FOR SMALL PIPE ALARM SWITCH WITH RETARD Potter Elechle Signal Company potter Eleatrle Signal dr Mfg. LTD 2081 Craig Road a P.O. Box 28480 1987 Leslie Street St. Louis, MO 631464161 Don Mills, Ontario, Cahada M302M3 (314) 878.4321 6 (800) 325.3936 (416) 441.1833 STK. NO. 1113000 U.S, PAT. NO, 3921989, CANADIAN PAT. NO. 1009880 OTHER PATENTS PENDING. UL. ULC, CSFM LteTF-b and NYMEA ACCEPTED Service Assure: Up to 250 PSI Minimum Flow Rate for Alsrm: 10 GPM Maximum Sur": 18 FPS Enolosurs: Die-cast, red enamel finish. Cover held In place wfth tamper resistant spews Contact Ratings: Two sets of SPDT (Form C) 16.0 Amps at 125250 VAC 2.0 Amps at D-30 VDC Conduit Entrancss: Two Knockouts provided for 12' oondult Usage. Usted Plastic. Copper and Schedule 40 Iron Pipe Fite pipe sizes - 1', 1 1/4', and 1 12' Note: 8 paddies are furnished with each unit one for each pipe size of threaded or sweat TEE, one for 1' CPVC, and one for 1 1/2' polybutylene (CTS -Copper tubing size) Environmental Specifications: Suitable for Indoor or outdoor use wtth factory Installed gasket and die-cast housing NEMA 4 Rated Enclosure - use with appropriate conduit fitting Temperature Ranga: 40' F/120° F (4.5' C/48° C) Caution: This device is not Intended for appik:aticns In exploelve environments Servios UM: Automatic Sprinkler NFPA-13 One or two family dwelling NFPA-13D Residential occupancy up to four stories NFPA-13R National Fire Alarm Code NFPA-72 Optional: Cover Temper Switch, order Stk. No. 0090018 The Model VSA -SF is a vane type waterfiow switch for use on wet eprinWer The vane must not rub the Inside of the TEE or bili In any way. The Stern systems that use 1 ". 1 1/41, or 1 1/2" pipe size. The unit may also be used should move freely when operated by hand, as a seotional waterflow detector on large Systeme. The dwtea can also be used in copper or plaatle pipe Instltllatkxu with the The unit contains two single pole double throw snap action switches and proper adapters so that the epee IW TEE Mttng may be Instelb4 on the an adjustable pneumatic retard. The switches are actuated when a Now of pipe run. 10 gallons per minute or more occurs downstream of the device. The flow condition must exlat for a period of time necessary to overcome the INSPECTION AND TESTING: Check the oparstlon of the unit by opening selected fetard period. , I the Inspector'teat valve at the end of rite sprinkler %ne or the drain and test common, N an Inspector's test valve is not provided. INSTAILLAT1,0M. These devices may be mounted In horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be sccessibie. The units should not be Installed wbin 8' of a valve, draln or fitting wtfth changes the direction of the watsr low. The unit has a 1' NPT bushing for threading Into a noncorrosive TEE, See Fig. 2 for proper TEE size, type and iratallotion. 8crewthe device Into the TEE fitting as shown In Fig.2. Cara mustbetaken to property orient the device for the direction of waterflow. If there ars no provisions for testing the operation of the flow detection device on the system, application of the VSR-3F to not recommended or 'advisable Ths frsquancy of the inepection and testing and Its associated protective monitor" system should be in accordance Wth tfa applicable NEPA Codes and Standards and/or authority having )urfadtcdon (manufacturer recommends quarterly or more frequently). CAUTION: There are 8 paddles furnlshed with each unit. These paddles have raised lettering that shows the pipe size and type of TEE that they are to be used with. The proper paddle I] sal be used. The screw that holds the paddle must be securely tightened. PRINTED Si USA MKT. 0640N J2 - REV I PAGE / OF 2 MRO.S$40OB04.3A6 -QELLS ®P PBA AC & PBD-DC Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, MO 63146 Don Mills, Ontario, Canada M3B2M3 (314)878-4321 / (800) 325-3936 (416) 441-1833 UL LISTED, FM APPROVED 6" BELL SHOWN Sizes Available: 6", 8", and 10" Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or Outdoor Use (See Note 1) -400 to 150°F (outdoor use require weatherproof backbox) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar, or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" square electrical box for indoor use, or on a model BBK-1 weatherproof backbox for outdoor applications. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB ® 10 FT. MINIMUM d8 @ 10 FT. 6 12VDC PBD126 1706012 .12A 85 75 8 12VDC PBD128 1708012 .12A 90 75 10 12VDC PBD1210 1710012 .12A 92 75 6 24VDC PBD246 1706024 .06A 87 75 8 24VDC PBD248 1708024 .06A 91 79 10 24VDC PBD2410 1710024 .06A 94 79 6 24VAC PBA246 1806024 .17A 91 75 8 24VAC PBA248 1808024 .17A 94 75 10 24VAC PBA2410 1810024 .17A 94 75 6 120VAC PBA1206 1806120 .05A 92 82 8 120VAC PBA1208 1808120 .05A 99 82 10 120VAC PBA12010 1810120 .05A 99 85 Weatherproof backbox model BBK-1 Stk. No. 1500001. Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -30" to 150°F. 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. PRINTED IN USA MKT. #8850001- REV K PAGE 1 OF 2 MFG. #5400776 - 4/94 Ball Valves Standard Port 150 PSI Saturated Steam 400 W.O.G. Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 E�Product Description The Central Model F19 Ball Valves are recommended primarily for shut- off service or throttling flow where desired. Central Ball Valves are of high-quality construction and are rated at 150 psi with saturated steam, 400 psi with water, oil or gas, non - shock, well in excess of normal operating requirements in fire protection service. The Central Model F19 Ball Valves are constructed of forged brass which ensures that there are no pin holes which may occur in alternate. processes. A large port size ensures good flow characteristics. Teflon' seats ensure smooth operation under normal operating conditions. Each Ball Valve is tested twice with air under water to assure consistent quality. Central Ball Valves include a vinyl covered handle for a comfortable, smooth grip: (Mfg. Source: Non - Domestic) �a� Ball Valves Dimensions (inches) Nom. Size A B C Bore Size (D) '/4" 1.65 1.50 3.31 0.320 W" 1.90 1.60 3.31 0.396 3/4" 2.20 1.70 3.31 0.591 1.1 2.64 2.01 4.65 0.787 11/4" 3.00 ' 2.17 4.65 1.050 1'/2" 3.35 2.60 5.28 1.260 2" 3.82 2.80 5.28 1.500 'Teflon is a trademark of the DuPont Corp. No. 27.4.0 I MOM IIS: Sprinkler Head Cabinet Central Sprinkler Company 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 Product Technical Description Data Central Sprinkler Head Cabinets are constructed of a metal enclosure with a triple -hinged cover designed to provide on-site storage of an emergency supply of sprinkler heads and a sprinkle"r head wrench. NFPA 13 requires a representative number of each type of sprinkler head used in a sprinkler system to be _ stored in a cabinet on-site to allow for immediate removal and replacement of sprinklers which may have operated or become damaged. _ _Central Sprinkler -Head Cabinets are manufactured of heavy gauge steel with -knock -outs to accommodate either 1/2" or 3/4'_ N.P.T. threaded sprinkler heads and are painted an attractive red enamel. They are available in six (6) or twelve (12) head capacity. Model: Sprinkler Head Cabinet Style: 6 head or 12 head Standard Finish: Red enamel Mfgr. Source: Non-domestic Capacity: 6 sprinkler heads 12 sprinkler heads Dimensions: -6 head - 5" high x 14" long x 31/4" deep 12 head - 5" high x 14" long x. — 4" deep Weight: 6 head - 2.3 lbs. 12 head - 3.5 lbs. Goulds IRRI-G'TM s.r 1 R - ��';,'=> • •• � �� � :.:: �" �-.: _' ^ .` .SELF PRIMER —.MODEL GN T t APPLICATIONS -Specifically designed:for the following uses: • Lawn sprinkling • Irrigation • Air conditioning systems • Heat pumps • Water transfer • Dewatering SPECIFICATIONS Pump: • Pipe connections: 1'/2" suction 1'/z" discharge • Capacities: to 110 GPM:at 5 foot suction lift. • Heads: to 128 feet. • Reprime capabilities: to 25 foot suction lift. • Maximum working pressure: 125 PSIG. • Maximum water temperature: 160°F (710C.). • Rotation: right hand ie; clockwise when viewed from motor end. Motor: • NEMA standard open drip proof. . • 60 Hz, 3500 RPM. • Stainless.steel shaft. • Single phase: 3/A-2 HP, 115/230 V; 3 HP, 230 V only. Built-in over -load with automatic reset. • Three phase: 230/460 V. Overload protection must be provided in starter unit. Starter and heaters (3) must be ordered separately. 0 1997 -Goulds Pumps FEATURES ■Self -Priming Design: When.pump is primed it never needs priming again even if water -level drops below end of the foot valve. It resumes pumping as soon as water level rises again. Gas or air in the water will not airbind the pump. ■ Serviceable: • Back pullout design allows disassembly of pump for service without disturbing piping. • Two compartment motor for easy access to motor wiring and replaceable components. ■ Diff user.(Guide Vane): Bolt down diffuser provides positive alignment with impeller. Diffuser also has stainless wear ring for extended performance in abrasive conditions. F.D.A. compliant, injection molded, food grade, glass filled Lexan® for durability and abrasion resistance. ■ Impeller: F.D.A. compli- ant, glass filled Noryl®. Corrosion and abrasion resistant. ■ Corrosion Resistant: Electro -coated paint process is applied inside and out, then baked on. m Casing: Cast iron construction. 4 bolt, back pull-out design. Tapped openings provided for vacuum gauge and casing drain. ■ Powered for Continuous Operation: Pump ratings are within the motor manu- facturer's recommended working limits. Can be operated continuously without damage. ■ Mechanical Seal: Carbon/ceramic faces, BUNA elastomers. 300 series stainless steel metal parts. Exclusive casing design prevents the seal from running dry. SELF -PRIMING MODELS AVAILABLE Model HP Phase GT07 % 1 GT10 1 GT15 1'/: GT20 2 GT30 3 GT073 % 3 GT103 1 GT153 1'/2 GT203 2 GT303 3 Water recirculates, Arrows show flow of but during re -priming water after all air has operation only. been exhausted from Air is exhausted from suction line. suction line through discharge pipe. Effective October, 1997 BGT COMPONENTS.. .. DIMENSIONS AND. WEIGHTS ItemNo. Descrl tion .. Suction Lift J. Disch. in' Feet GT153 SealAnp='diffuser': 4 Diaphragm 5 Machine screw 6 Diffuser 7 Impeller 8 Mechanical seal 9 Foot 10 Bolt — foot to adapter 11 1 Motor adapter 12 Bolt — casing to adapter 13 Bolt—. adapter to moto(. 14 Deflector 7. PERFORMANCE RATINGS Goulds IRRI-GATOR TM SELF .. MODEL GT - 10 Model...: -GT07 . PSI Suction Lift Model Disch. in' Feet GT153 Pressure 5 10115 120125 GT303 20 44 41136 31 24 GT07 GT073 30 34 31126 22 14 F 1 71'/x 40 10 4 `O 0 0 :3 20 53 61149 46 41 GT10 30 43 41138 36 32 GT103 20'/,e 209% 21'/6 40 29 22116 8 0 20 63 59154 49 39 GT15 GTI 5 3 30 60 55151 46 37 Height 40 45 38133 20 14 9'/4 20 86 77170 59 46 GT20 GT203 30 80 72167 57 44 40 65 60 57 50 43 1 76 1 49 20 105100 88 76 60 GT30/ ..30 ' 92 90 84 75 57 GT303 40 73 67 62 55 50 Three Goulds IRRI-GATOR TM SELF .. MODEL GT - 10 Model...: -GT07 . GT10 `GT15 GT20 GT30 GT073 GT103 GT153 GT203 GT303 2 3 '/ F 1 71'/x 2 :3 206 21'% 19 19'/ 20'/,e 209% 21'/6 8'/4 Height 9'/4 Wt. (lbs.) 48 52 60 1 65 1 76 1 49 52 1 55 1 69 71 Phase Single I Three .(All dimensions are in inches and weights in lbs. Do not use for construction purposes.) V/2' NPT DISCHARGE 1'/i SUCTION PERFORMANCE CURVE METERS FEET 40 120 301 100 80 x U_ M za 20 0 60 a 0 40 10 20 0 Performance ratings arp in GPM. C�7GOU:LDS PUMPS ITT industries 00 10 20 30 40 50 60 70 80 90 100 110 120 U.S. GPM .v 0 5 10 15 20 25 m3/hr. GALLONS PER MINUTE (0) Single and three phase have same performance. Water Technologies .Seneca Falls, NY 13148 SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. PRINTED IN U.S.A. ' JUNE, 1980 Supersedes page P3 PUMPTROVI PRESSURE SWITCHES Dated 3/76 TYPE FSG ' MORE ABOUT THE PUMPTROL PRESSURE SWITCH WITH FORM M4 LOW PRESSURE CUT-OFF. The Class 9013 type FSG Form M4 switch includes all the features of the standard type FSG Pumptrol pressure switch. In addition, the Form M4 low pressure cut-off feature aids in preserving the life -of the pump. When pressure in the system drops to approximately 10 P.S.I. below the set cut -in point for any reason, such as a low water condition, the switch will open ikvt to turn off the pump.* When the condition has been relieved, lever the manual is turned to the start position and, if pressurekk.?: is restored while holding there, the switch resumes normal operation.. i_ The Form M4 manual lever also has an off position for com- plete pump shutdown. " IMPORTANT: The cut -in point must not be set lower than 19 P.S.I.: consequently, the cut-out point on rising pressure must ";a<•<_;.::, grr not be lower than 30 P.S.I. Electrical Ratings — See preceding page. 1 -- NOTE: Form M4 is not available on FYG types. *Example: Switch set 20-40, low water cut-out = 10 a rox. PP Type FSG. Form GS Ma (Sno-no C4mprotion o1 Pita Light and Low Pressure Cut -o'" Mwinicauons) Switch set 30-50. low water cut-out = 2(1 approx Switch set 40-60. low water cut-out = 10 appiox -ICV 0 LL U) F - z Z) z tom. w z a. 0 C U .•L FOR PRICES AND ORDERING INFORMATION SEE PRECEDING PAGES 3.93 100 1.1 309 dl 2.34 I. 59 SWWG wtntuS IS 2.25 w. D'_"""' SgUIigHD COMPANY 2.78 CO I 71 Type FSG-2.Fonn u4 UNDERWRITERS LABORATORIES LISTED 2.05 4._ 1.39 52 35 }' Nl:Hc.• Dual Oimnns, •• Mechanically -activated switch designed to directly control pumps and activate pump control panels, alarn}s, solenoids, and relays. UJ- basod rt.. s oereot a s,u> to cGe s..et� v.ata � Applications SJE PumpMaster® pump/control switch provides automatic control of pumps in water and sewage applications: Because this switch is not sensitive to rotation or turbulence, it can be used in both calm and turbulent applicatitim. The SJE PumpMasterl can also be used as a pilot duty control switch to reliably monitor liquid levels in sewage and water applications. Contact SJE regarding specific intrinsically safe applications. Cables flexible 16 gauge, 2 conductor SJOW-A (UL), SJOW (CSA), water-resistant, neoprene (CPE) FIoats 3.05 inch diameter x 3.56 inch long (7.75 cm x 9.07 cm), impact resistant, non -corrosive, PVC plastic for use in liquids up to 140°F (601,C). Pump Switch ilectricalt Voltage 6014z, 4laiimum Pomp Locked Rotors Reenmmended Single Phase Running Current Amps Pump HP 120 VAC 13 amps 25 amps IR fill or less 230 VAr. 13 Rmpi 85 amps 1 Irr or 1e» '7bsta4 wr VG $00 Industrial Caawl Equipment Control Switch Eloctricais 1%inalmum rtrrrenL 13 AmpA Lower Limit: 12 VAC / 30 milliamps Notes This switch must be uycd with lwmpq that provide integral thermal overload protection. 0�JE 273/ Features • Heavy-duty contacts • UL Listed for use in water and sewage • CSA Certified • Two-year limited warranty Pump swilehs • Controls pumps up to 1/2 HP at 120 V and 1 HP at 230 V • Adjustable pumping range of 7 to 36 inches central switahs • Pmvidea pilot duty action with on-off differential as low as 3.5 inches above or below horizontal Options This switch is available: • in standard cable lengths of 10, 15, 20, or 30 feet Pump switchs • for pump down or pump up applications • with a 120 V or 230 V piggy -back plug • without a plug for direct wiring in 120 V or 230 V applications • with standard mounting strap Control Switehs (order without plug option) • for normally open or normally closed applications • with two mounting options (mounting strap or cable weight) Pump Down / Normally Open / OFF position contacts open '15�16' AXM%11 bail:.. '�t a+i,-:=t: ramp, .i{ Pomp Up / Normally Open / ON position contncts closed a on/olt rnsnp;:•. v, March 30, 2000 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Interwest Homes RE: Request for refund 469 Century Park Drive (A.P. #021-160-118) Yuba. City, CA 95991 Owner: Guilermo Campos Dear Sirs: Your request for a refund was received by our office. Please find attached a general claim form. ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, Mic el C.. V eira Manager, Building Inspection MCV : aam attachment s , utte county �. suo LAND OF NATURAL W E A L T H AND BEAUTY March 30, 2000 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530)538-2140 Interwest Homes RE: Request for refund 469 Century Park Drive (A.P. #021-160-118) Yuba. City, CA 95991 Owner: Guilermo Campos Dear Sirs: Your request for a refund was received by our office. Please find attached a general claim form. ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, Mic el C.. V eira Manager, Building Inspection MCV : aam attachment COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: Interwest Homes ADDRESS: 469 Century Park Dr. CITY & STATE: Yuba City, CA 95991 DATE OF CLAIM: 03/30/2000 IMPORTANT. - SEE INSTRUCTIONS SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Clerical error, overcharged. (AP#021-160-118, BP#99-2634, Receipt #286210, dated 03/17/00 & Receipt #280862, dated 11 /17/99, owner: Guilermo Campos.) Total amount paid $2,220.73 Total amount to be retained $2,194.73 Total amount to be refunded $ 26.00 TOTAL $ 26. 1 00 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correct as stated. Dated this day of , 2000 , at Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or delivered and that there is a Budget Appropriation [ I or Specific Board Approval [ ) (Check one) for the same. Dated this day of , 2000 , at Calif. Department Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 PAYABLE FROM CONSTRUCTION PERMITS FUND Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM 'FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILD/Nd DIVISION USE: Receipt Information: Number: Date: �J 6 1 j I h Issued To: _ Amount: Fees Retained: Processing Fee: $ Bldg Filing Fee: $ Plbg Filing Feer $ coElec Filing Fee: $ �v Mech Filing Fee: $ Energy P/C Fee: $ Plan Check Fee: $ Inspection Fee: $ Total Amount Retained $ TOTAL REFUND DUE , CLAIMANT'S NAME MAILING ADDRESS REFUND CLAIM APPLICATION ASSESSOR PARCEL #: U -toe'- -C -1 J RECEIPT NUMBER(S) Request a refuno of fees paip on the bove receipt number(s) for the f (lowing reasons: (vCo Please refund any applicable fees in the following categories: (Check those. categor`�ies which you wish to have refunded.) .f ( ) Building Permit Fees ( ) Sheriff Fees (~ } SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: Plans returned to me at counter (.) Please mail plans to meat above address. ( ) Please dispose of plans. SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. t NOTES t r t RESIDENTIAL 021-160-118 99-2634 PERMIT NO. _ CAMPOS, GULL-ERMO - — --- — - -- / 016 DEWSNUP, GRIDLEY CONTR: INTERWEST HOMES NEW SINGLE FAMILY �l C 'L a, SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS , # SUB -STANDARD HOUSING LETTER • e� ' OFFICE COPY Address I GAS S Meter By D t ELECTR Meter By at .y t JOB FINALED (Date) \� Signature I i CUNTYtOF BUTTE�� ..�. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE WNI-WrIP471 �► itiif�Z • A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. / ^.^ // / .n / /"0% V ' Date f REV 10/92 f s' ti r 4 V ' Date f REV 10/92 COUNTY OF BUTTE BUILDING DIVISION , DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE f6WNER / PERMIT NO. �a A routine inspection indicates that the following violations of butte county Ordinances exist at the :t above address and should be corrected. Please notice this office when correction of work is . completed. If you have any questions pertaining to this matter, or need additional explanation, :z please contact this office immediately. g k X N +a ft a A Date Inspector ic` REV 10/92 ,/ = OK 0 = Not OK t s �► - = Not Applicable . MOBILE DOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete 5. 4. Water; Location -Test -Easement Needed (Sketch) 6. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 7. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 8. 7. Well Clearance & Discorinect 9. 8. Utility Clearance 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings i 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date. -'Underfloor (Plans) OK except #'s (/ ni g -Setbacks -Easements -Flood -Slope j Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Date FRAMING (Continued) Hangers -Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Fi�pl 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Attic A 5. Stemwalls, Main; Steel-Blockouts-Wrapped drm. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 5 6a. Hold Downs and Special Anchors Proper 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Ins ted Neutral O Yes ❑ No JV-`§eryjce,9iser Conductors & Grountf Main Disconnect 3 quip. Clearances Panels-Motors-Mech. Equip. 33. Clogips Closet Light -Shower Light -Spa Light Smoke Detector Date 7. Slab, Steel -Wrapped Date 8.,Piers-Fireplace Ftg.-Steel Date L,1119'. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12" Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date'- and B- Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Water Htr.; Vent -Access -Combustion Air Baffle -,& -Water Pipe; Test & Anchor -Nail Protection `1 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Tes Tub & Shower, Second Floor -Tub Access 2 as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date IELECTRICAL (Permit) OK except M's ure & Transformer Clearance -Ins. Protection 4. Elg eceptacles Spacing -Lights & Switches at Doors Size xes & No. of Conductors Stapled _ o x'Installed Close to Edge of Studs & C.J. 2 Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size/ / ga. Cu or M-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At Ins ted Neutral O Yes ❑ No JV-`§eryjce,9iser Conductors & Grountf Main Disconnect 3 quip. Clearances Panels-Motors-Mech. Equip. 33. Clogips Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Mgf.KANICAL (Permit) OK except #'s ADucts Insulation & Support Vent Fan, Exhaust above insulation 37. C nsate Drain & Overflow, Size & Grade Furn -Vent Access -Comb. Air -Return Air Vent 115 outlet P tttc Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date RAMING (Permit) OK except #'s is Proper Materials & Anchors rIL Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. BearingWalls over Girders & Floor Nailing '%� Dr top in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing ace Ties or Type A Flue -Fireplace Throat Clearance ccess; Size & Romex Protection -Draft Stop -Ins. Baffles Windows or Exiting Doors -Sill Ht. & Dimensions Fire Protection I Line Firewall & Lam- Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Sidin - ailing Veneer to esh- Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -P astic 9. ear Walls; Nailing -Bolts Br a Interior/Exterior Wall Panels U V —LL4WE_ ns iron -Walls -Ceilings Infiltration -Walls -Windows Date -UQCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AL (Plans) OK except It's 07 E Ceps -Door & Sidelight Protection -Landings Smoke D ctor 6 rnace Vents -clearance -Comb, Air -Connector - In Ga ; Above Floor -Ducts -Mach. Protection edroom Exiting ath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels ails 79,aca eF6levt Clearance -Hearth . EI -lets at Wood Panel, Int. & Ext. Kit. Appliance; Ground -Air Gap -Cooking Clearance Ele ets & Receptacles at Kit. Counter Ga re Door; Swing -Landing -Closure JS A.C. Duct in Garage -Damper Z tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 7.Z— I . & Mech. Equip. Listed for Location EI .Receptacles in Garage (F.F.I.)-Romex Protection .74'Ins ation-Foam-Looked in Attic 8 Guard Rails & Deck Construction -Post Caps 8t--Fan-7 e6 nts & Crawl Hole Door Drainage & Wood -Earth Clear Looked under Floor ❑ Yes ollowing Instld. riy Yes ] No/Walks — es Q No/Planters 0 Yes No t 8 ini A.C. it Disconnect, Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing xter'or Ele- Trim, G.F.I. Receptacle -Underground Ve tilation Throughout House ,iffrGlass Protection 9Q,.e6-rwtions from Previous Inspections Gas -Electric ., Wat & Sewer Connected -C/O to Grade -HD Approval nelgy Compliance Certificate -Other Certificates /r/_ ddress Posted Card B-1 Date Card B-1 Date v Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: -., COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 CoLnty Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 021-160-ZWL3 ZONING BUILDING PERMIT OWNER CAMPOS, GUILERMO TELEPHONE SO. FT. OCC. BUILDING VALUATION R 106,350 OWNERS MAIUNG ADDRESS 161 SAGE STREET, GRIDLEY 95948 420 7,560 CONTRACTOR'S NAME INTERWEST HOMES TE 671NE4600 CONTRACTOR'S 11111 ADDR4S69 CENTURY PARK DR., YUBA CITY 95991 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 115,422 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 695.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS (�! / Q DEWSNUP, GRIDLEY Energy Plan Checking Fee $ 211 00 $ PERMIT FEE $ LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling ree 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap7.00 56.00 Solar or heat um water heater 23.00 Water piping 15.00 5.00 Each gas water heater or vent 15.00 TYPE OF WORK New ft Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY DWELLING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 ' QQ Mobile Home IS I G w @20.00 ' PERMIT FEE $ 143.00 ELECTRICAL PERMIT Fling Fee 20.00 a00V OR LESS Main Service 20OAORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is I II force and effect.` /� 5'9 O License Class Lic. No. ) LJ OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 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' com . ensation insurance carrier and policy number are: Carrier `jy- W� E;, hQ(. Policy Number (7 (o 02 - (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'. compensation 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. X Date 11-/ 7- g �_ Si nat re App (cant - wner ❑ Contractor Agent An OSHA ermit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO 46.00so WEE200A CCU000A NEW CONST. DWELLING OCCUP. ADDNs- ( & ACC. 3.5¢F°; 83.65 NOR EW CONST. uBUDS. NON -REBID. @7.50 POWER APPARATUs 6 SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 Q 1.00 Ex. Occu BAL @ ,50 Ex. Occup. "E' RESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE = 126..65 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 2 9.00 PERMIT FEE $ 65.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occCONST. 3 PE W TO FEE $ • T , 71.7/4 D. IM FLOOD I cDF PARC PD HD ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By D / PERMIT EXPIRES ON ( Dete provisions to do work paid. e j l / Q ReceiptNo. 280862/$555.08 WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK-INSFFCTOR GOLDENROD -APPLICANT i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NC (Rev. 12/96) APPLICATION AND PERMIT -,I-� AaaasoR rARCeL t4l�61'— 02. 160 ^ 1 BUILDING PERMIT owNer, w-0,4 SO. FT. OCC. BUILDING VALUATION r O owTuels wuNO oResa � O - � b .3 � o ` �- �.�7�- yLao n - w ��C,t - - C011�TRUCTION LAMM IF-ieE1,ce Total Valual Filing Fee Permit Fee Plan Checkir Energy Plan IZINIOR a W1NM0 ADOREas � OR �M UCEIbF NO. ARCWMCT OR 0401NUR7 1WLJN0 ADORE7s BULOPMAWRESS •�-w < f AF=2 T Filing Fee 20.00 Main Service 20 OR LESS 23.00 2_3,CV Main $eNICe 30tH TO IOOOA 46.00 IOTN0. alAON�lOT11NI1M! rARC� MAP PLUMI USEOFSTRUCTURE �q � SF lex O Nbbilehome O Other aPE+csv Each Trap Solar or heat Water piping TYPE OF WORK New �Add O Remodel O UtlWes O installation O Other O Describe Work: Each gas wa Ga i in Busdin sew) Mobile Home o, —/91?2 - Jng Fee S 20.00 S 2,3,yy S PERMIT FEE S ©, PERMIT Filing Fee 20.00 Main Service 20 OR LESS 23.00 2_3,CV Main $eNICe 30tH TO IOOOA 46.00 7.00 water heater 23.00 EX. OCCU OVnEr OR POMAES 30 0 1.00 aw .00 15.00 Iter or vent 15.00 1 - 5 outlet 15.00 s, CV --H 15.00 , G W 020.00 PERMIT FEE S 17 amr% ELECTRICAL PERMIT Filing Fee 20.00 . _ ........ _ —.. __—.—.-- ' I •� - • O8 Sb1j\ 6 S I (`% l •HAL. 0 ,p 1 Main Service 20 OR LESS 23.00 2_3,CV Main $eNICe 30tH TO IOOOA 46.00 NEW CONST. Dw ( CJI Q� OR ADONs. ACG`, OODcc r• 3.5Cso:is CONST.NEW YUITFOVTtEi Q7.5 NON -MID. 0 POWER A un." c" Z 9MOLJ<OVTLET 010. EX. OCCU OVnEr OR POMAES 30 0 1.00 aw .00 EX. OCCU O�Ty'1MESPPL4SEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Msc.'Wirinq 23.00 PERMIT FEE S 124. MECHANICAL PERMIT Fling Fee 20.00 Heating /s 0'1 Coolin S, 00 Hood /, 6.50 %o So Ventilation PERMIT FEL S s Sd Nbbile Home Installation Fee i Energy Inspection Fee $ (xj oc co T. PE T TAL FEE $ PEES IWFLG 0 C� AAc ,dQJ W 651,E This permit is hereby issued under theable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date PERMIT EXPIRES ON •ral - r. y-t ''"i.1"J'^`1� .un-'I�`-�'w _..,.-�, x'.,��r•,,�ty,,-yh,,.j j. iii » ✓ -.-r..: r CO, UNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION '7 COUNTY CENTER DRIVE - OROVI LLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 0. (Q"as ASSESSOR PARCEL NUMBER: 0 2f -- /9 (,3 —&8 Proposed Building Use:/co Building Inspector: if Date: i 1h 7 Z 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 the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ 00. anufactured Home data and installation instructions including Tie Down Specifications.------------------ feesof $ /040. ------------------------------------------------------------------------------------ �1.,Impact fees as shown on the attached schedule. ---------------------------------------------------------------- Z2. California Department of Forestry plan approval/fees. ------------------------------------------- .�� 3. Flood elevation certificate. ---------------------------------------------------------------------------------------- / 4. Sanitation and plot plan approval t�,� Health Department. ------------------------------------------- 15. City of Chico plumbing permit------------------------------------------------------------------------------------ ❑ 16. Plot plan and business license approval from the City of Biggs. JrA ❑ 7. Planning approval for (A) Use: (B) Parking: -------------------------- Contact Land Development about Improvements, ❑ Drainage, Legal Parcel. ----------------------- ,f 4eq Encroachment Permit for driveway (construction approval prior to occupancy). - 7 OQ O.2- Z ------- Ov GG�� z for a required.. Request to Building Inspector on s license information. (Number, Name Style, Classification). orkers' Compensation carrier and policy number. -Builder Verification (Given to owner ❑, Mailed to owner ❑). Letter of signature authorization. ------------------------------ Recorded copy of Agricultural Acknowledgment Statement. ❑ 26. Letter of intent on building use. ------------ 027. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. ❑ 9 0433 A, ❑Grant Other: t1 r„Q_ ❑ M.H.-Title, ❑ Check to H.C.D $ (Date) ►�/L�9 % I � !v�L g,,,pr`youhissue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. Telephone 6 7�' / b �f! and hold for pickup at ©/`a office. ❑ Deliver ith inspector 'Applicant f Copy of Haz-Mat form sent ❑ Health Department, ❑Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ►. Ian Check List 2. Additional items required: W Contractor, designer, owner, was advised of the above required by phone, ❑ mail, ❑ uilding Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ ph , ❑ mail, ❑ Building Division counter, by Date: Contractor, d�� owner, was advised of the above required data by phone, ❑ mail, ❑ Building Division counter, by Date:2 t •Op Contractor, designer, owner, was sl�ed ove required data b ❑ phone, ❑ mail, ❑ Building Divisi unter, by Date: . Plans reviewed by: T`=�1 � ate: Z• • � Plans approved by: r� Date: �- 4 OOO Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date:_ Yellow Copy - Department of Development Services, Building Division. ate: TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance i �rnD dosIon Owner Plan Approved for: Sewage Disposal Clearance for dwelling. Other L �. k.H. USE ONLY Plot n Attached Floor Plan Attached Sent to B.D. I - -, '� Z1 ((C)-11 1� Lobation AP# Water Su ply: Public Private Well J t �,Jd Hold final for: S lAII V Final clearance O.K. for: (VOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER / - PROPOSED BUILDING USE Z5BUILDING PERMIT FEES -- Balance Due ................ $ D i"T' -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ / 2CHOOL DISTRICT FEES -ni G'/ le i Z (paid at District Office) HERIFF FEES (paid at Building Division) o0 esidential ........ x $360.00 = $ j ®, Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK 9.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # 02 /— /Z b — DATE RECEIPT # DATE REC �(6 -R-cm At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. ky\APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days fr m the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original=Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) ,INTERWEST TEL:1-916-751-3199 Marceline I, - Ron Scott Mar 17?00 14:13 No.004 P.01 ci'�t 1;j i'ORP. has permission to pick up permits. 468 Century Park Drive 0 Yu l A City, CA 95991 916.6714600 8 . FAX 9 . 16 -751-3199 A ALI �3 - �� - 6-Q) 11 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District GY (d I e N ' Building Department No. A.P. Number O p�,' ff b ' 11E, • Jurisdiction:0 Citf Coun - Y .. � tY Property Owner v (.(-' erwo Property Location/Address Subdivision i Lot No. (Floor Plans reviewed by School District Per District Identification No.. School District certifies that (Street Address) _ nnel) 9sv (Applicant), (Phone Number) 9ssTa (City) (State) (Zip Code) +`has complied with the requirements of Resolution No. 7— by payment of $ representing 19 *74t5i square feet. AB 2926 $ ul FULL MITIGATION $ 'Y School 9 strict Represe ative Date Paid by Check q Remarks` rs s Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, incompliance -with., Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a,timely written protest will prohibit' s - you from challenging the imposition of the fees ip any court action. *' If, subsequent to the School District Representative signing'this:Butti County Schools Impact Fee Certification: 'Form;,the School Districtis notified by .the applicable Local Planning Agency that thins project, is being reviewed•undir the California•EnVironrriental Quelily -Act (CEQA), } this project may be subject to additional school fees to full miii ate its impact on the school district's schools..' P 1 Y 1 Y• 9 P " White (applicant), Yellow (building department),. Pink (school district) teeiorm.x!s I10/981dmm .................:.........................................................:.....................................: Residential Development Sq. Footage /97y No of Living Mobile Home Addition/ 'Supplemental to (Group R) E Units Installation i fConversion ................_ ...... Permit #! .... ...(Nofound6ti, n.inspecIion) `t C (`7 Commercial/Industrial O Sq. Footage New Addition (Including Exterior Roofed Areas) is 9 Bdilding Deparfiment R,eq esentative Date (Floor Plans reviewed by School District Per District Identification No.. School District certifies that (Street Address) _ nnel) 9sv (Applicant), (Phone Number) 9ssTa (City) (State) (Zip Code) +`has complied with the requirements of Resolution No. 7— by payment of $ representing 19 *74t5i square feet. AB 2926 $ ul FULL MITIGATION $ 'Y School 9 strict Represe ative Date Paid by Check q Remarks` rs s Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, incompliance -with., Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a,timely written protest will prohibit' s - you from challenging the imposition of the fees ip any court action. *' If, subsequent to the School District Representative signing'this:Butti County Schools Impact Fee Certification: 'Form;,the School Districtis notified by .the applicable Local Planning Agency that thins project, is being reviewed•undir the California•EnVironrriental Quelily -Act (CEQA), } this project may be subject to additional school fees to full miii ate its impact on the school district's schools..' P 1 Y 1 Y• 9 P " White (applicant), Yellow (building department),. Pink (school district) teeiorm.x!s I10/981dmm AND WI:'r.:V RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 14 -Feb -2000 2000-0005349 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations 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: Co ►n^fv�-Cd 0 h �v to Va,Lo'c 0FyZFer-t-'9 1-0"etfA UV'1 vi co Ir R or CLFm A-ne4 C4 ) �- G LLv-CtA 121 6hoWh h cer 10� H r Gel Map hi 1:d i h A -11.e tke"y- -er Q�- Cd vt" C> V 0C-- (-6 Yr Itlrv�-Oce, ll/ l`�� th wv-: `i `l 0-i- P6L.11r' c % t qq Date A. - % 3 - �® PROPERTY OWNERS: State of California County of before me, personally aplpeared u -i 1, l E--(' t✓__personally (mown to me (or proved to me on the basis of satisfac ory evidence) to be the person(sy whose names) 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. WITNESS my h a d official sea Signat - Seal: REFUJIO E. HERRERA Commission # 12276 Z '+s Notary Public - Colifomia ZQ Butte County A.P. #021 - L( o - O 1 so. kc,[ My Comm. Expires Jul 3, 2003 � December 21, 1999 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Guilermo Campos 161 Sage St. Gridley, Ca. 95948 Parcel Number. 021-160-118 Building Permit Number: 99-2634 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Enclosed is your structural review letter. Please have your engineer of record review and respond. Plan check will continue upon reciept of all of the above items. Additional'items may be required' when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. Sincerely, Martha Whitney Plans Examiner cc: Interwest Homes APN: 021-160-118 9plancheck Comments 0 Campos Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. Adjust shear wall capacities found in the structural calculations to agree with NER-272 report dated September 1, 1997 for the use of 8d box nails. 2. Sheet A2 of the plans shows shaded walls different from the actual walls. (Shading runs through the toilet). Please clarify. 3. Indicate shear wall lengths on plan. 4. Suggest making the solid circles indicating concrete reinforcing larger so they do not get accidentally ignored in the field. _rte �:-�-.. u oun � 77 LAND OF NATURAL W EA LTH AND BEAUTY r DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH 18-B County Center Drive 411 Main Street ❑ 7 County Center Drive Oroville, CA 95965 R 0. Box 5364 Oroville, CA 95965 November 30, 1999 TEL: (916) 538-7282 Chico, CA 95927 TEL: (916) 538-7281 (91 (91.-6 ) 538-2140 FAX: (916) 538-2165 TEL: (916) 891-2727 FAX: FAX: (916) 895-6512 Interwest Homes 469 Century Park Dr. Yuba City, CA. 95991 Re: Sewage Disposal Application Dewsnup Ave., AP# 21-160-118 Attn: Ms. Deaton Dear Ms. Deaton: This department has received and is processing your application for sewage disposal at the above location. I have left several messages on your voice mail regarding the site chosen for the dwelling. This lot was treated by a parcel map with a condition as to the location of the building site, see attached. The plot plan submitted with your application shows the dwelling outside the designated area. Please resubmit a revised plot plan indicating the building site and sewage disposal system within the conditions of the original parcel map. If you have any questions please contact me between 8:00 a.m. and 4:00 p.m. Monday through Friday. Sincerely, C/ I aA oa*__7 Charlotte Walters Environmental Health Specialist 11 CW/mj cc: Building Dept. A CLEAN INDOOR AIR ENVIRONMENT FOR A HEALTHIER TOMORROW 0 n" 94 0 Department of Development Services 0 0 Building Division _ 7 County Center Drive 0 *__ - 0 Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX December 8, 1999 Guilermo Campos 161 Sage St. ' Gridley, Ca. 95948 Parcel Number: 021-160-118 Building Permit Number: 99-2634 The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creationg a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear response will expidate the re -check and approval of this project. Provide additional information and/or make revisions to plans, specifications and calculations as follows: @Enclosed is your school fee form. Pay any required fees at the district office and return the yellow copy to the building department. 2 Your plans have been sent out for lateral review. I will contact you if there are any corrections to be made as a result of this review. Your site plan must reflect the requirements of the parcel map with relation to the setting of this structure on the property. Please send three copies'of the revised site plans. S4. Fire sprinklers will be required for this structure. Application for the permit may be made by the owner or a licensed C-16 contractor. Plans and specifications must be prepared by a licensed by a C-16 contractor. Permit for house and sprinklers will be issued concurrently. /Energy Calcs: your calcs do'not reflect 32 square feet of window area on the North elevation of this structure. In addition the South orientation is missing the window over the 5050 window in the living room. Provide size of this window, both on the plans and in the calcs. 6� Engineer of record is to review and approve trusses per his lateral design. Plan check will continue u• reciept of all of the above items. Adaonal items may be required when your plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. V'Since1tney Plan xaminer 0 DRAFT COPY • o�vTTFo O O RESIDENTIAL PLAN. O _ O REVIEW GUIDE O:: O SINGLE FAMILY, DUPLEX AND O O MISCELLANEOUS ONLY cou N��t Owner: (��'�" Building Permit Number: Plans Examiner: w A. P. Number: ,GENERAL: Zoning requirements — (number of permitted living units). ' ,,2'. Building permit valuation. ,3! Plans signed by the designer. Proper description of work on the application. Existing violations on the property. �e Recorded notice of violation. PLOT PLAN: 1 Complete parcel size and dimensions. 2 Setbacks, side yard, easements, etc. Other buildings or structures. 4. Grading, fills and/or drainage. jl Flood hazard. Special conditions on Parcel Map (Noise, SRA, .Fire Sprinklers, Water Tender, Traffic and Drainage ,,. fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: "Plans and specifications drawn to scale with dimension's and of sufficient clarity (Uniform Building ' Code section 106.3.3). /2' 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). `- • ,4! Skylights (Uniform Building Code section 2409 & 2603.7). : �; t • ��" .,.,, a! Glazing in Hazardous locations (Uniform Building Code section 2406). _ Required room sizes and ceiling heights (Uniform Building Code section 310_+6). X GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NEC 210). o c a..h on ,Z. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). C 2 ? rohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). Garage firewall separation - re5uired on garage side including supporting walls and posts (Uniform Building Code section 302.4 exception #3). Wood stove location.- Alcove clearance (UMC section 205 confined space & 223 unconfined space). Smoke detectors (Uniform Building Code section 310.9.1). it : �. � •.. • ;,° , .• ,P-< Water closet clearances (Uniform Plumbing Code 408.5). J4. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 DRAFT COPY �C STRUCTURAL DETAILS: A 1. 'Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5. 2. 'Standard bracing or engineered design (Uniform Building Code settion 2320.11.3). ,r3'�'Clerestory requiring alloon framing and/or engineering. Three story building requiring engineered calculations and plans. ,.. Foundation plan complete enough to construct building. .6' Floor construction details complete enough to construct building. 7' Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 49 Rafter ties or bearing ridge beam. n� , " yGy Fireplace construction details and calculations if necessary. -11. Garage door header size(s). 12. Porch header size(s). ,13" Stud heights. 7 0 Expansive soil — special foundation design required. ,lam' Retaining walls requiring design. 16. Special Inspection requirements. 17. -Header sizes. I f Gypsum wallboard nailing inspection required. 7 MISCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 509). Q Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). !""Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type — (fire hazard). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). IK Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). QAttic access and ventilation (Uniform Building Code section 1505). 12. Combustion air for fuel burning appliances — LPG requirements. ,2' Sound requirements. 14. Energy design compliance and Supporting documentation. Flashing at all exterior openings. CDF responsible area requirements. 1©Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17. Fire Sprinklers required. 17.4. Special Inspection requirements. y7 -Y Use Permit conditions. Sub -Standard Housing letter. Page 2 of 2 PRC -ECT PROCESSING RFS :'ORD .6 40 APPLICANT: OWNER: •. PERMIT #: A. P. #: WORK DESCRIPTION: DATE DESCRIPTION OF STEP - r 1�G11�tr' YL e,� arr. WET SEALS ff EN' 5033 Feather River Blvd. P.O. Box 501.0 Marysville, CA 95901 Phone: (530) 743-8855 TRUSS Fax: (530) 743-8856 'T'russ Design Sub itt Designed By: Date: Sales Representative: Bryan J: Wagner October 28, 1999 Richard Client N L. �, `ems Project W (" No. 410O ae a-00..' I.H.C. w ampos Residence v Gridley, Ca. Office Phone: Site Phone: Office Fax: Site Contact: cou Plan: Elevation: Floor Systems , �.OINC� ®EPA Plan 1970 Roof Systems X�APPIRO ff EN' Roo/line 3D Layout '0s> TRUSUAL 1Systems m v JZd JY,' -c MVV 1x39cJlt -VC .ka So H OM EWOO D TRUSS` 5033 FEATHER RIVER BVLD P.O.BOX 5010 MARYSVILLE, CA 95901 (916)743-8855 FAX 743-8856 fil)'ILDI G DEPARTMEN" APPROVED. 9z- WO: J178 Scale: 3/32" = V Date : -10/22/99 DurFac - Lbr: 1.25 DurFac - Pit: 1.25 O.C. Spacing: 24.0" Design Criteria: UBC -97 M Components : 62 Jobname: IHC/CAMPOS 1970 Customer: I.H.C. Dsgnr: TM Chk: BW TC Live 20.0 psf TC Dead 9.0 psf BC Live .0 psf BC Dead 8.0 psf TOTAL 37.0 psf WO: J178 Scale: 3/32" = V Date : -10/22/99 DurFac - Lbr: 1.25 DurFac - Pit: 1.25 O.C. Spacing: 24.0" Design Criteria: UBC -97 M Components : 62 oti Name: IHUCAMPOS PLAN 1970 Truss ID: CIGD : 1 Drw : BFG X-LCC FOCr SIZE REQ'D TC 2x4 LEL #1 1x4 ccrtintaas lateral Fffi braciry (CLB), RYtd verticals designed for Mani loads only. 1 0- 1-12 1357 3.50" 1.50" BC 2x4 DFL #1 ® nailed w/2-10d, located for segr�ts: End verticals that are amended-abode or 2 3- 0- 0 422 3.50 1.50" V B 2x4 EFL SPANDAM CR 1x4 'T" brace nailed flat to edge of web below the truss profile (if any) may zegtiie 3 9- 0- 0 462 3.50" 1.50" Plating spec - AMI/TPI - 1995 w/ ed at 8" o.c. CR a scab (same as wab) additional design m�sideratirn, (by others) 4 15- 0- 0 427 3.50" 1.50" 'TRIES LFSIIN IS ME CCMF SrIE LES'LII.,T OF nailed to face of w/10d at 8" o.c. If ' for lateral forces die to wind or seiEmic 5 20 9-12 1171 3.50 1.50 ELLTIFLE LOAD tom. 2 are Tec}tired, attadr 'T" to both e% or loads on the building. 6 25- 9- 8 429 3.50" 1.50" l EAP-IIr. 4WIS sho n are basad CNLY scab to beth faces. If 3 or m=e are req.,. + + + + + + + + + + + + + + + ... + + + + + 7 31- 9- 8 459 3.50" 1.50" on the truss tnaterial at each bearing. use C(B. 'T" or scab trust be 90`s of 'nab Designed for 2.7 K lbs d7 load implied 8 36-10- 4 153 3.50" 1.50" PLATE VALLES PER IC90 RESMRCH REBCZr #1607. length, and 2xG if web is > 14'-0". CLB evarly ala-S the top to the kz�tton Lcade i for 10 PSF rrn-caixurxe t BOLL. design is per building designer. did oct inucusly, concurrently with dead ' TC F= AM 13E1 GSI I-t-ion of intericr hearings shculd be LSJIE: Plates have been sized for design leads and 0 t live lead. D raticirr-1.33. 1 2820 .40 .15 .55 clearly narked on each truss. loads only. It is the fabricator's Ocrtinaais bearing reaction = 72 PLF. 2 -2560 .36 .13 .49 Interior atppxt or tenpo ary shoring oust r�pa�sibility to aoccunt for handling Connection (by ) must transfer egaal 3 2343 .33 .14 .47 be in place before erecting this truss. facts in the sizing of plates. load to each ply (or add-rn) shonnz. 4 -2092 .29 .14 .43 UPLIFT REAC MS) • PLAMGBASED CNCRENLLMEERVAUES. I ++++++++++++++++++++++ 5 1855 .26 .09 .35 aggxrt 1 -1007# This truss is derigned using the 6 1871 .26 .14 .40 a>ppmt 2 -149# LBC-97 Code. 7 -1618 .22 .14 .36 stalgUmt 3 -178# Bldg Emloeed =Yea, and Zone = Yes 8 1408 .20 .08 .28 v4* rt 4 -165# H rzcane/Ckxart Line =Igo , E5T Category = C • , 9 1213 .17 .06 .23 s4lxnt 5 -823# Bldg Length = 47,00ft, B1613-Width = 50.00ft, 10 -1026 .00 .21 .21 atplxrt 6 -165# Phan height = 12.41ft, MPH = 75 U 772 .01 .21 .22 t 8 -15 01 n 6-0-i 01i ion = 9,5 = 10�a40 Psf 5-2-8 + 13 -554 0 .23 .23 7610 r-01n 1.5-610 2044.12 2.5-9-8 31.9.8 37.0-0 14 303 .01 .23 .24 20-4-12 16-7-4 15 -105 .00 .11 .11 1 2 3 4 5 6 7 8 t9 10 11 1213 14 1516 EC FQRCE AM aU CSI 1 -2571 .36 .16 .53 50 2 -2354 .33 .03 .37 3 2136 .30 .04 .34 4 -1919 .27 .04 .31 ?s 5-1702 .24 .02 .26 1.5-3 6 1484 .21 .01 .22 J [ j �;� �� 7 1484 .21 .05 .26 v_2.5-/.5-3 /.s•.? 8 -1289 .18 .05 .24 a S J.'.5-49 1115 .16 .10 .26 1.5,? 10 920 .13 .14 .28 8_9_14 /.5.,? l..i-.? '611 1IL).• If"S,'u. CCS ENV 11 -703 .10 .14 .24 9-7-12 12 485 .07 .11 .18 1.5-3 1.5.3 )� A 13 485 .07 .15 .2SHIP --+ 2 ! 1.5:? % 14 268 .04 .15 .19 j 15 79 .00 .15 .15 3-7 1-10-1 OFESS/ FEB FFarmCSI 42FB FC4sY= £ CSI 0_3.15 1.5-31.5.3 1..f-.? 1.3-31.5-.? C O,% 2-18 -252 .04 10-26 -79 .08 I.S- 1.5- 1.5• 1.5 1.5- S=2.5-4 1.5-3 Q� !F 3-19 76 .02 11-27 -270 .19 s= .5-4 1.5- 1.5:? DAN ;P 4-20 -287 .07 13-28 74 .03 5-21 75 .03 14-30 -287 .07 3-0-0 9-0-0 IS-(1-ll 20-4-12 25-9-8 31-9-8 ?� 7-22 -268 .18 15-31 69 .02 8-24 -79 .08 16-32 -92 .02 76 9-25 -1098 .54 37-0-0 * 06130/0 MLEFlR1�rTaa (span) 3-9-8 1 11999 IN MEM 18-19 ILIVE) t- � V) L IF -.02" T>= -.021' Z` -.04" 17 18 19 10 21 223 24 25 26 27 2819 30 3132 STUB \P 3-61.5 ser x. 0 i.0u) 0'.010 -4-12 -12 010 .5-2-8 = Joint. Locations � � � � � OFCAL1f 1 0- 0- 0 17 0- 0- 0 3.010 9-010 1.5-o-o 20-4-12 2.5-9.8 31.9.8 37-010 2 3- 0- 0 18 3- 0- 0 3 6- 0- 0 19 6- 0- 0 4 9- 0- 0 20 9- 0- 0 5 32- 0- 0 21 12- 0- 0 6 12- 9- 2 22 15- 0- 0 Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga-.) or 10/27/99 7 15- 0- 0 23 15- 8- 0 "H" (16 ga.) , positioned per Joint Report. Circled plates and false 8 18- 0- 0 24 18- 0- 0 9 20- 9-12 25 20- 4-12 frame plates are positioned as shown above. OVER 8 SUPPORTS Scale: 1/8" 1' 10 22- 9- s 26 22- 9- 8 Job Name: IHC/CAMPOS PLAN 1970 Truss ID: CIGD Qty: 1 Drwg: C099300236-001 13 2 29 29- 7- 4 WARNING Rend all notes on this siheet and give a copy of it to the Erecting Contractor. TBE: 102.7 WO: J178 14 31- 9- 8 This design is for an individual building component. It has been based on specifications provided by the component in nufacturer and done in t : Chk: BW Customer Name: is 34- 9- 8 accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be 16 �% 0 verified by the component mmuCtcntrzr:und/or building designer prior to Ctbricuion. The building designer dull ascent thn that the lords utiliied on Dsgnr. TM #LC - 12 IHC n WMf •� 0O D this design meet or exceed the loading imposed by the load building code. It is :usumed that the top chord is Literally braced by the roof or fluor TC Live 20.0 paf DurFaca L=1.25 P=1.25 ®TRUSS sheathing and the bottom chord is L•uerally braced by a rigid sheathing nnaterial directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 9.0 paf Rep Mbr Bnd 1.15 content of the wood exceed 19% and/or cruse connector plaw corrosion. Fabric le, h:undle, install and brace this truss in accord nce with (lie following BC Live .0 paf O.C. Spacing 2- 0- 0 "ra Tm.-I Sypcm. - Cotd" standards:TRUSl_'?LM MA 'NUAL byuswa T l,QUALITY CTRL STANDARD R MIL.AONNL'CIT-1WOOD TRI?S- 'ONOTANDD FU'I'AL I'TI? job Name: IHUCAMPOS PLAN 1970 Truss ID: C1 Qty: 3 Drw :Ca99'-299063-0 11Fr. X -I -CC FO CT SIZE IT'D 1 0- 1-12 1517 3.50 1.62 TC 2x4 EFL #1 BC 2r4 EFL, #1 1x4 cc itinxxis lateral WEB brach (CLB), toilet w/2 -10d, located for egaal segiehts. Ehd verticals designed for axial loads only. 1]hd verticals that are eo<ter act above or 2 36-10- 4 1369 3.50" 1.50" I -EB 2x.4 LFL SD+I MM OR 1x4 'T" brace nailed flat to edge of web below the truss profile (if any) may Plating spec • ANSI/`PPI - 1995 w/ 8d at 8" o.e. CR a scab (sure as veb) additiaial design ca>,sideratiah (byctl Ir FORCE A.M EI -0 GSI 'THIS EIESIG4 IS THE CCi•IFCSrIB RISMT OF nailed to face of vr-=b w/10d at 8" o.c. If for lateral forca3 due to wiid or seiadc 1 -2942 .07 .43 .50 U LTI13E LOAD CRSES. 2 are required, attach 'T" to both edges or loads az the bailding. 2 -2438 .05 .43 .48 ]?F7-,RI1Z REIWIItEt$NIS sIY3,ah are based ONLY scab to both faces. If 3 or moreare req., UPLIFT REP.CTICN(S) : 3 -1668 .02 .42 .44 ah tae truss material. at eachbear-irg. use CLB. 'T" or scab rust be 901 of vrh srpp'crt 1 -4464 4 -1569 .03 .47 .49 FL7J£ V1,1L'S FER ICEO MZ4RUI REFaT 41607, leq�rth, at -0 Tib if 'Aeb is > 14'-011. CLB support 2 -3874 5 -1513 .08 .44 .52 Loadjl for 10 FSF nm-mnurrr=Tht DO -L. design is per building designer. 'This truss is desicphed usia>g the 6 60 .01 .39 .40 FL=. BASED CN G;UN LUEER \M-23. N E: Plates bate leen sized for design LBC -97 Clxti. D!11 Ratio: LV240 IC: 11/240 load. ahlx It is tle fabricator's Bldg D'iclosed = Yes, D-rl Zae = Yes BC FORM A\. RD CSI reslxaz.ibility to acoanht for 1>aihdlihrl RU-ricane/Ooemh Idle = fb D Category = C 1 2656 .40 .13 .53 factors in the sizing of plates. Bldg 1E3�h = 47.00ft, BI&I Width = 50.00ft, 2 2553 .27 .30 .56 Kemwi roof lr_ j -j- = 1.2..41.ft-, PlrY4 = 75 - 1992 .21 .42 0 C1u:;sificaticn = 4, 11�zdl lintel = 12.0 1x3f 4 1723 .18 .42 .61 5 1303 .13 .40 .53 42EB FRYE CSI IIB FR IM CSI 2-9 107 .N 5-11 -360 .18 2-10 -566 .32 5-12 100 .07 7-0-0 7-6-0 5-10-12 5-11)12 7-21-0 3-10 453 .18 6-12 444 .18 3-11 -742 .38 6-13 -1840 .54 7-0-0 14-6-0 20-4-12 26-3-5 33-9-8 4-11 928 .38 7-13 -17 .00 20-4-12 1 16-7-4 1 roIJ:II'IQV (.PMI) : I 2 3 4 5 6 7 I{/999 IN P1FI1 10-11 (LIVE) L= -.17" D= -.14" T= -.31" 5.00 -5.00 _� Joint To -iahs - 3-5 1 0- 0- 0 8 0- 0- 0 2 7- 0- 0 9 7- 0- 0 3 14- 6- 0 10 11- 9- 8 t 4 20- 4-12 11 20- 4-12 5-5 2.5-4 t 5 26- 3- 8 12 29- 0- 0 i 6 33- 9- 8 13 37- 0- 0 7 37- 0- 0 8-9-14 2.5-4 4-4 9-7-12 1.5-3 S11II' 3-8 I1-1()-1 . I1-3-15 1.5-3 5-5 3-6 5-5 K) I 8 9 10 11 7-07-0-0 4-94 9 8 8-78-7_ 4 7-0-0 11-9-8 20-4-12 ISM 3-9-8 H 7-4 8-0-0 13 1 S'I'Uli JUT 29-0-0 37-0-0 ;�T i IILDI `G Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or/, "H"(16 ga.), positioned per Joint Report. Circled plates and false V, � 9 frame plates are positioned as shown above. Scale: 1/8" 1' Job Name: IHC/CAMPOS PLAN 1970 Truss ID: C1 Qty: 3 Drwg: C099299063-001 ® WARNING Read all notes on tris sheet and ;rive a cony Qf it to the Erecting Contractor. TBF: 100.0 WO: J178 This design is for wi individtcd building component. It has been bascd oo specifications provided by the component tn:unifaaurer and dune in qhk: BW Customer Name: :scortLoce with the current versions of'I'111 and .V'I'A design s(ambids. No responsibility is assumed for dimensiored accuracy. Dimatsiuns are w be v ificd by the component m:uwfacitaer and/ur building designer prior to ILbrintiuu. Tlic building desigucr sliAl ;iscenaio ilea die Itxtds utilized un Ds TM #LC = 10 g� IHC H OM EWOO D this design meet or exceed the Itxrdine imposed by the local building code- It is assumed ileo the top chord is L icl:dly braced by the roof or Ilour TC Live 20.0 psf DurFaes L=1.25 P=1.25 TRUSS 'head,ing and the bosom chord is Wer -Aly braced by;l rigid sheathing nxderi it directly auachcd, utiless otherwise noted. Bracing sbowu is fur Wet -A ® suppun of compnnems members only ut reduce buckling length. This component slxdl out be pLtced in :up• environment Ilan will cause the moisture TC Dead 9.0 psf Rep Mbr Bnd 1.15 S>yens l'rusa••Color do contem of the wood exceed 19% and/or cause conucaor phic corrosion. Fabricate, h:utdle, install mid brace Ibis nvss in ❑ceurtLmce with the following . •'u 'TRUSCONI BC Live .0 psf O.C. Spacing 2- 0- 0 JJaS ::,,rthprl Ur., CO 8(1Y�7 (.'oto Springs, sxmtL•trds: �sty:d, � MET MANUAL', b I r'QUALITY CON'Hwi. s'rANDARD FOR AL I'LATI'? CONNECTED WOOD'IRUSSFS' - y (GST -M), -HANDLING INSTALLINU AND BRACING NIETAL I'LATE CONNECTED WOOD TRUSSES' - (11111-91) cold '11111-91 SUMMARY BC Dead 8.0 pef Design Spec UBC -97 SHEET' by TI'I. 'I'lic Tniss I'L,tc liwiuuc ('I'I'I) is looted m A(:1 D'Ouofrio Ddve, Madison, Wisconsin 53719. 'I'Itc Americom Forest and hycr D!11 Ratio: LV240 IC: 11/240 Tp5. 0 Version 06.05.99 Assucc,tioo (APPA) is locwcd;o 1250 Connecticut Ave, N\V, Sic 21M1, \Vasbiogton, DC 2tMi46. TOTAL 37.0 pef job Name: IHUCAMPOS PLAN 1970 Truss ID: C2 Qty: 5 Drw 063-0 EEG Y. -IOC F= GSI SIZE REDID 3.50 1.62 Ic 2x4 EFL #1 1x.4 oaitimtous lateral Id•B bracing (CLB) , ® -10d, located for ts. F]d verticals designed fcr axial loads anly. )]d that -a✓ or 1 2 0- 1-12 36-10- 4 1517 1369 3.50" 1.50" BC 3(4 EFL, #1 2x4 DFL SINMARD 4-12 riled w/2 equal segmt CR 1x4 'T" brace nailed flat to edge of web verticals are e-tetded a below the truss profile (if any) nay require .22 3-10 374 .15 4iEB 2x.4 EFL SIPPUDARD w/ 8d at 8" o.c. CR a scab (sale as web) additiazal dsign oanslderatI . (by otltxs) TC FCAE KIM END CSI 2x4 DFL SILD 5-11 nailed to face of oeb w/10d at 8" o.e. If for lateral fm�s de to wiirl CX Lluc 1 -5432 .26 .37 .63 +++. (R4) = PLATE t-CNPICR USED ++++ 2 are rer.Edxed, attadn 'T" to loth edges c>r lmds on the huildirg. 2 -5105 .39 .46 .85 Platiaxg spec : ANSI/IPI - 1955 scab to both faces. If 3 or nrxe are rr7q., UPLIFT RFACTICN(.S) 3 -3981 .22 .32 .54 'IRIS MIC1'4 IS THE CCI4ICSITE REKLT OF use CLB. 'T" cr scab nest be 90a of web suEpa t 1 -446# 4 -3533 .14 .61 .75 FIII, PLE LIZAD CASES. lergt}n, arra 2x5 if web is > 14'-0". CLB support 2 -388# 5 -1667 .02 .54 .56 EPRIM. RE32JII2ETMS shomi are based ONLY design is per brildii-ig designer. This truss is d2signed using t1e 6 -152.5 .03 .54 .56 an tle truss later- al at eadi learitrj. RATE \KM PER ICBG RFBE7i KH R= #1607. LW -97 Ctde. 7 49 .01 .23 .23 IDI£: Plates leave been sized for design Todd for 10 ISF tnrcanu-ret-t BOLL. Bldg Eyrlcwed = Yes, E x1 Zme = Yes loads only. It is tle falnicator's + + + + + + + + + + + + + + + l + + + + + + Fir ax-e/Oran I Ane = No, Categm:y = C EC FCFSE AM 13Z CSI a-sibility to aman-,t for handling il�strained Imriz. IL daflectian = .26 in. Bldg 47.00ft, Bldg Width= 50.00ft, 1 5062 .76 .15 .51 factors in t1 -e sizing of plates. + + + + + + + + + + + + + + + + + + + + + + Tan roof liiglnt = 12.41ft, MPH = 75 2 4542 .68 .21 .89 PLATTI'1; 2ASED CN GREEN LLPEER VAUFS. Classification = 4, read Lced = 12.0 psf 3 44 .02 22 .24 4 -15 .00 .32 .32 5 1750 .18 .43 .60 6 13CK> .13 .43 .55 1•1 -PB FCRCE CSI 1•rsB FCA£ GSI WARNING Read all dotes on this sheet and give a copy of it to the Erecting Contractor. TBF: 106.0 WO: J178 Thi., design is form iodivided building cumponem. It Icts been based oaspcciliewiunz provided by the conyxm,au nuuurfacnu-er and June in Chk: BW 2-171 -- .W 6-13 -389 .22 3-10 374 .15 6-14 109 .07 3-1.1 -848 .41 7-14 479 .19 5-2-1 3233 1.00 7-15 -1816 .58 11-13 1774 .72 8-15 -55 .01 II -W TEFL C1-7 (span) • 147827 11.11,19.110-11 (LIVE) IF -.53" D- -.45" T`= -.98" ---= Joint Trrt-icns =_== 1 0- 0- 0 9 0- 0- 0 2 5-11- 6 10 8- 4- 9 3 10- 9-11 11 15- 9-12 4 15- 9-12 12 15- 9-12 5 20- 4-12 13 20- 4-12 6 27- 1- 8 14 29- 0- 0 7 33- 7- 7 15 37- 0- 0 8 37- 0- 0 5-11 -6 , 4-I1� i-0-1 4-7-0 i 5-11-6 10-9-11 15-9-12 20-4-12 2 3 4 5-8 6-86 12 6-5-15 -i 27-1-8 33-7-7 5 6 7 8 (I-8 2.50 15-4-8 ( „ „ 21-4-0 9 11) 112 13 8-48-4 8 7-5-4 4-740 8-4-8 15-9-12 20-4-12 8-7-4 29-0-0 14 3.5-5 3-9i 8 15 S'I'UI1 x-0-0 ;-•� 37-0-0 1":I JILUI PP Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ' 06/99 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. Scale: 1/8" = 1' Job Name: IHC/CAMPOS PLAN 1970 Truss ID: C2 Qty: 5 Drwg: C099299063-003 ® WARNING Read all dotes on this sheet and give a copy of it to the Erecting Contractor. TBF: 106.0 WO: J178 Thi., design is form iodivided building cumponem. It Icts been based oaspcciliewiunz provided by the conyxm,au nuuurfacnu-er and June in Chk: BW Custmner Name: :mciwd:mcc with the currant versions uf'I'I'I :utd APPA design st:md;wds. No respuusibilit), is assumed fur dimeosiomd accuracy. Dimensions are to be rrrilted by the component m:uurfncnrrcr ;mdior building ner desigprior u, I'abricatiun. 'I'hc huilding designer shall asceretin lot the hods wilized un Dsgnr: TM #LC 10 - IHC H OMEWOO D this deign meet or exceed the bending imposed by the local building code. It is assumed flat the top chord is Literally braced by the roof or hour TC Live 20.0 psf DurFaes L=1.25 P=1.25 shcmhing:md the bottom chord is L•oerdly braced by o rigid sheathing tit dcrLd direcly auachcd, unless otherwise timed. Ilrtcing shown is fur lateral ®TRUSS support of annponen(s members uuly w reduce bucLliug Icugih. This component shall not be pLtccd in mty environment lit will c:mse the moisture TC Dead 9.0 psf Rep Mbr Bnd 1.15 S>>rcu,4 cumem of the wood exceed 191. and/ur cause connecwr pLitc conosiun. F:,bdc:de, Icmdlc, insedl and brace this nvss in accord:mce with the following BC Live .0 sf P O.C.S aein 2- 0- 0 p gJ - .. C,rad,� l 445:;, sus z •nt,p:, t Ur., c,d.. Sprieg>. CO ivt�n sand;,rds: "I'Itl ISCON1 MANI1Al.', by'1'ruswal, 'QUALI'I'1' t:ON'I'It01, STANDARD FOR \41i'I'Al. I'LAIT CONNE("11:1) WO OD'I'RUSSISS' - 'IL\NDLIN(i INti'I'AI.I.IN(i AND Irk,\('L\(i fs11:1'AI. I'LA'I'li cDNNI?(-I'IiU \V001'I'Rft5SIiS' - (Illli-91):mJ'llllt-91 S54\4A4AR1' BC Dead 8.0 psf Design Spec UBC -97 S111:1,"I" by 'I'I'I. 'Fhe'I'russ 1'Luc himitmc ('I'I'I) is lot:wcd at 50 D'Onufriu Drive, rMadisuti. Wiscunsiu 53719. 'Hic American Foi,est and Paper D--tl Ratio: 14/240 TC: W240 Tp5. 0 Version 06.05.99 AssocL,tioo (APPA) is locoed :,t 1'250 C'otitiecticut Ave, NN', Ste 2txi, W:uhingtou, DC 21tl13(i. TOTAL 37.0 psf job'Name': IHUCAMPOS PLAN 1970 Truss ID: C2C Qty: 3 Drw : C099299063-004 BlC, X -LDC RFADT SIZE REQ'D TC 2x4 EFL #1 1x4 r]tuzl irt s lateral 4EB (CSB) , ® located for UPLIFT RFACTICN(S) a44gxrt 1 -4434 1 0- 1-12 1520 3.50 1.62" 2 36-10- 4 1665 3.50 1.50" BC 2K4 DFL #1 2x4 LEL STAN),41D 12-4 nailed w/2 -10d, segrents. CR 1x4 'T" Lmmoe nailed flat to edge of web support 2 -927# l•EB 2F4 IFI., SIRNIAM w/ 8d at 8" o.c. at a scab (sale as web) This truss is designed using the TC FCFSE 7 --YL ETD CSI 2>:4 IFI., STLD 11-5 mailed to fare of web w/10d at 8" o.c. If LBC -97 nide. 1 -5148 `**" [R4] = PL; E 14SiTICR 1 FD '�•' 2 are rrquxeacl, attach T" to both edges or Bldg Drlosed = Yes, gni ZaY = Yes 2 -5125 .25 .37 .62 Plating spoc • PlSI/I'PI - 1955 scab to both fares. If 3 or rrrce are req., FlUricane/Ocean Line = Db EV Category = C 3 -3558 .38 .45 .84 THIS L7 3IC N IS THE CII-'ILMITE RESULT OF use CAB. 'T" cr scab rust be 90°s of wc-�b Bldg Length = 47.00ft, Bldg Width = 50.00ft, 4 -3550 .22 .31 .54 1.1-UnPLE Lfr-D CTSES. length, and 2x6 if web is > 14'-0". CSB Mem root )',right = 12.41ft, PIFH = 75 5 -1676 .14 .61 .75 .51 .57 BFF;RIIII RE�UIR134F1.7IS shtin are based CISILY design is per hAlding designer. - classificatim : 4, Dzad Load = 12.0 psf 6 -1547 .06 .53 m th-- truss naterial at eadr bearing. PLATTE VAULTS PER ICBG R2M*ZCH RETi&ZI' #1607. 7 -703 .03 .07 .50 .42 .50 IME: Plates have bec-si sized for design T-ded for 10 PSF ron-cnxun'(r)t BUT loads only. It is thefabricatcm:'s ++++++++++++++++++++++ BC Ft33CE Fir HD CSI rrspcm sibility to ao cut-& for harllirg Ll>restrain d lrsiz. LL deflection = .26 ilr. 1 5077 .15 .50 facts in the sizi.ngofplates. ++++++++++++++++++++++ 2 4555 .75 .68 .21 .89 PIFTT n B7SED CN GFUDI IJI`MER CIES. 3 41 .01 .23 .24 4 -14 .00 .34 .34 5 1762 .17 .38 .55 6 1382 .12 .38 .50 7 687 .08 .27 .35 YOB FCR:F 4-12 -165 CSI I - EB F= GSI 5-13 -6cA I_(-1 9-10-6 11-3-1.2__1 6-5_1-5 7=2-1 2-i6 -2?0 .13 .(A .3455=1 6-L": -351 .22 5 -II -6 -1 1 15-9-12 27-1-8 33-7-7 40-9-x 3-10 377 .1.5 6-14 190 .05 3-11 -849 .41 7-14 500 .20 20--4-12- 20-4-12 _t 5-11 32-13 .59 7-15 -2168 .78 1- 1 2 4 5 6 7 x :11-11 1791, .71 FC\ lulal,kN (}a nn) 14/824 IN F1Q'I 10-11 (LIVE) IF -.53" D= -.45" T= -.58" 1• LF37.IrMai (czar) - L4/546 1111.04 15-16 (L.PIE) Lr .08" 11= .07" T= .15" - = Joins La---t-ians == 1 0- 0- 0 9 0- 0- 0 2 5-11- 6 10 8- 4- 9 3 10- 9-11 11 15- 9-12 4 15- 5-12 12 15- 9-12 5 20- 4-1; 13 20- 4-12 6 27- 1- 8 14 29- 0- 0 7 33- 7- 7 15 36-10- 4 8 40- 5- 8 16 40- 5- 8 HOMEWOOD ® TRUSS !!:5 f::,nLpnrl Ua, t;;,l" tiprir,gs, CU ri0�17 Tp5.0 Version 06.05.99 5.00 T 5-5 x-9-14 ITS -3 � 1= 3-12 2.5-43� 7 _ 0-3-1 2. -5.00 s -x 2.5-4 2.5-10 1 5-5 3.5 -III 3- .i 1► jLx 2.50 2* -,0 25-1-8 9 111 112 13 K-4-8 1 7-5-4 1 13-2-4 1 8-4-8 15-9-12 29-0-I1 14 15 16 7-10--4 36 -III -4 I 9-7-12 51111' 5-4 s 0-3- -5 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. Job Name: IHC/CAMPOS PLAN 1970 Truss ID: C2C WARNING Rend till dotes on this sheet (incl ,,,rive (i col?v gFit to the Erecting Conmictor. This design is for wi iodividwil building cuoynocot. It Ives been b:ued un specific:uious provided by the component ouuurfaaurcr and dune io :iccord:mcc wish the currcm versions of'ITI :old AFI'A design semd:wds. No resimosibiliiy is assumed fur dimeosiowl accuracy. Dimeosioos are to be verified by the cumpunem m:muCrcmrer wid/ur building designer prior to C,bricatioo. The building designer sledl ascertain dud the bids utilized an this design meet or exceed the bwdiug imposed by ilio local building code. It is assumed duo the oy chord is Ldeially braced by the roof ur Iloor ahewbiog and the b000m chord is Lnerdly braced by a rigid sbcatbiog mderLd directly :,cached, unless otbenvise noted. 8r,ciog shown is for Literal support of components members only to reduce hackling length. This component sludl 11411 be placed in any environulent 111W will erase the 1110WLIN cuntcoi of ilio wood exceed 197, aodlur rmsc connector phic corrosion. Fabricate. b 011e, iosedl and brace this uvss in accord:ulce, with die following samd.,rds: 'TTI ISCgNI NIANILV.', by'Iltuw:d, '(711AI ITY CONTROL STANDAND FOR tN'IETAI. I'I.ATE ( :DNNECTED \VOOD TRIISSGS' - ()S'1'-riX),'ILANDLINCi INSTALLING AND I1KAI:LN(i MI':"I'A1. I'LA"I'li c:UNNIiC"I'liD \VUUU'I'RIISSIiS' - (11111-91) and'I1111-')I SUNINIARY SHEET' I' by "I'I'I. The Tmss I'Lac lustiunc ('1111) is Iocwcd w 1x3 D'(Inufriu Drive, Madison, Wiscoosio 53719. 'the American Forest :rad I'aper Assoc L,tilal (:\I'A'A) i5 located at 1250 Comicuium Ave, NW, \le :'1X1, W:.biogmn, I)("_'1X136. LTTE F ms *1\1 SfP�Ofi 30 03 / * �iEr�3�l�►V 10%26/99 Scale: 3/32" = 1' 1: 3 Drwg: C099299063-004 TBF: 110.7 Chk: BW Dsgnr: TM #LC = 13 TC Live 20.0 psf TC Dead 9.0 psf BC Live .0 psf BC Dead 8.0 psf TOTAL 37.0 psf WO: J178 , Custmner Name: IAC DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec' UBC -97 Dan Ratio: 14/240 TC: LV240 ob Name: IHUCAMPOS PLAN 1970 0-8 2.50 !-.-... Truss ID: C2D 2 Drwg 236-d BF. X -ICC REDEr SIZE REQ'D TC 2x4 EFL #1 **** (HN) = PLATE NINPILR LSED **** + + + + + + + + + + + + + + + + + + + + + + ' 1 0- 1-12 1560 3.50 1.50 BC 2x4 EFL #1 V Plating spec : AMIMI - 1995 Designed fon 6.7 K lbs drag loaded. 2 36-10- 4 1665 3.50" 1.50" 2x4 EFL, SPA DARD 12-4 11) 112 I3 I4 15 16 H -4-K 7-5-a ,3 7-,( I THIS MSICN IS THE CGA CSITE RES= CF j eva>1y ala -g the top d -=d to the bottan 8-4-8 I5-9-12 29-11-0 36-10-4 WEB 2x4 M SIS RLTTPLE ICAD CASES. I d7cffd along partial o3-itirLxus bearing(s) TC FCRCE AXL IND GSI 1 -6435 .09 .31 .40 2x4 rFL SILD U-5 PLATE VALLES PER ICBG RESEAKH FEKFd` #1607. BEARIM SIS shote are based CNLY on the truss material at each bearing. indicated, oahc =erttly with dead 1 and 0 ?k live lead. D>ratiar-1.33. Partial 2 -6943 .18 .36 .54 NOTE: Plates have been sized for design Trached for 10 PSF rrn-aizztrrent BOLL. oct intaas bearing reaction = 1767 P F MaDc. 3 -6071 .13 .23 .37 loads only. It is the fabricator's Scale: 3/3211 1' PLATING BASED C14 CSV LLMEER VALLES. Ckamectiah (hy others) nest transfer ecp4al 4 -5138 .56 res !Jt ilit-y to acznmt for handling 2 -PLY! Nail w/10d Q7IIIV, staggered (NN -97 load to each ply (or add -an) &xmn. .06 .50 5 -1676 .01 .29 .30 factors in the sizing of plates. This design is for an individual building component. It has been based on specificalions provided by the component manufacturer and done in Sect. 12) in: TC- 2/ft BC- 2 ft WEBS- 2/fC + + + + + + + + + + + + + + + + + + + + + + 6 -1947 .01 .29 .30 UPLIFT RE7 C1q(S) : i This truss is designed using the -IRFD ICAD PARPLAL CNP. BRA (FIRE-SILB) 7 -703 .03 .25 .28 apport 1 -443# IBC LBC -97 Cbdz. FRlvl: 70: H OMEWOO D agport 2 -927# Bldg Enclosed = Yes, aid Zcm = Yes -- BC FII2CB AXL, END CSI ®TRUSS suppon of components mcmbcn only to reduce buckling length. This component sluill out be pktced in any environment dun will curse the moisture FLtrrzcwhe/Coean Line = No , DV Cbtegory = C 37' 0" 40' 9" 1 6512 .46 .16 .62 content of the wood exceed 197. and/or cause connector pLoe corrosion. Fabricate, handle, install and brace this outs in accord:nnce with the following BC Live .0 pef Bldg Ism = 47.00ft, Bldg Wlidth = 50.00ft, Tmsual Systems - 4445 NunhNrl' W., Culu Springs, CO 80907 2 7436 .53 .16 .68 BC Dead 8.0 pef Design Spec UBC -97 hewn roof height = 12.41ft, 14FH = 75 I SIII'sG7" by'ri'I. 'rhe Truss PLue Institute (TPI) is located at SX3 D'Onofrio Drive, Madison, Wisconsin 53719. The Americ:m Forest and Viper , 3 41 .00 .28 .29 Iki7 Ratio: Lth90 TC: L/290 Tp5. 0 Version 06.05.99 Classification = 4, Dnd Load = 12.0 psf TOTAL 37.0 pef 4 -45 .00 .19 .19 5 5100 .36 .10 .46 6 6028 .43 .09 .52 7 -6579 .45 .39 .83 11. WEB FC73E CSI WEB FCFrE CSI 4-12 -519 .08 5-13 -2052 .35 5-11-6 9-10-6 11-3-12 6-5-15 7-2-1 2-10 -831 .13 6-13 -1190 .22 5-11-6 15-9-11 27-1-8 33-7-7 40-9-8' 3-10 856 .16 6-14 -628 .12 3-11 -1248 .10 7-14 1406 .27 20-4-12 20-4-12 5-11 5340 .77 7-15 -2224 .17 1 2 3 4 5 6 7 8 11-13 5095 .97 2-P1,YS rv4x LEFLFrizaa (spalh) It1.QUut1:1) -75.001 W999 IN 14194 10-1-1 (LIVE) IF -.38" D= -.32" T` -.70" 5-8 �AX1,/5 (16 T T L�509 IN I.7FI9 75-16 (LIVE) 9 IN VO4 1 ( 1.5-3 j LF .09" D= .08" T= .17" I 2.5-4 5-5 = Joint LocatiaB 8-14 2.5 6 ')-7-12 1 0- 0- 0 9 0- 0- 0 2 5-11- 6 10 8- 4- 9 1.5-3 FESS101i4 SHIP 3 10- 9-31 11 15- 9-12 4 15- 9-12 12 15- 9-12 2.5-8 2.5-4317 C �Fy 3-= Q �.4 rt. 5 20- 4-12 13 20- 4-12 = f �� 0.3.1 2.5-4 5-l0 5-5 2.5 4 0-3 Z 7 33- 7- 7 15 36-10- 4 8 90- 9- 8 16 40- 9- 8 I \ rrs to (1 Q ao 0-8 2.50 !-.-... 5-4-8 -O 25-1-8 40-9-89 V 11) 112 I3 I4 15 16 H -4-K 7-5-a ,3 7-,( I �v C -i E 8-4-8 I5-9-12 29-11-0 36-10-4 i } jILDI '^ DEPAP"�i Elf r PPRO Truswal Systems Plates are 20 ga. unless shown by "18" (18 ga.) or YOFI-P7199 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. i Scale: 3/3211 1' bob Name: IHC/CAMPOS PLAN 1970 Truss ID: C2 Qty: 2 Drwg: C099300236-002 WARNING Read all notes on thus skeet and give a cow of it to the Erecting Contractor. TBF: 110.7 WO: ,178 This design is for an individual building component. It has been based on specificalions provided by the component manufacturer and done in Chk: BL.1 Customer Name: accord:mce with the current versions of 'rill vnd AFI'A design standards. No responsibility is assumed for dimensional nccumcy. Dimensions are to be i verified by the component manufacntrer vnd/or building designer prior w fabrication. The building designer studT ascetvhin tluu the Ionds utilized on Dsgnr: TM #LC = 15 I IBC TC Live 20.0 pef DurFacs L=1.25 P=1.25 H OMEWOO D this design meet or exceed the loading imposed by the local building code. It is:tssumcd tluu the top chord is Luemlly braced by the roof or floor sheathing and the bottom chord is Luemlly braced by a rigid sheathing m:nered directly attached, unless olhetwise noted. 11mcing shown is for Literal ®TRUSS suppon of components mcmbcn only to reduce buckling length. This component sluill out be pktced in any environment dun will curse the moisture TC Dead 9.0 psf Rep Mbr Bnd 1.00 Colorado content of the wood exceed 197. and/or cause connector pLoe corrosion. Fabricate, handle, install and brace this outs in accord:nnce with the following BC Live .0 pef O.C. Spacing *2- 0- 0 Tmsual Systems - 4445 NunhNrl' W., Culu Springs, CO 80907 sundards: 'TRUSCOM MANUAL', by'rrusw:d, *QUALITY CONTROL S'T'ANDARD FOR ME rAL. Ili -An'. CONNLCrED WOOD TRUSSES' - (QST -8X), 'HANDLING INSTALLING AND BRACING mi rAL PLATE CONNrc7rr WOOD'I'RUSSI'sS' - (ILIB-9q and'11113-91 SUMMARY BC Dead 8.0 pef Design Spec UBC -97 SIII'sG7" by'ri'I. 'rhe Truss PLue Institute (TPI) is located at SX3 D'Onofrio Drive, Madison, Wisconsin 53719. The Americ:m Forest and Viper , Iki7 Ratio: Lth90 TC: L/290 Tp5. 0 Version 06.05.99 AssocLuion (AI -TA) is loaned at 1150 Connecticut Ave, NW, Ste ^(x), Washington, DC 3(x)36. TOTAL 37.0 pef job Name: IHUCAMPOS PLAN 1970 Truss ID: C4 Qty: 4 Drw 99063-005 on ?:-LGA REACT .15 SIZE REVD IC 2x4 I&Z #1 Plating spec : ANSI/TPI - 1995 UPLIFT REACPIQQ(S) 1 0- 1-12 1520 3.50 1.62 BC 2x4 Illi, #1 'THIS LESION IS TIE CCMPOSI.TE MMT OF sAgxwt 1 -443# 2 36-10- 4 1665 3.50" 1.50" 7-15 557 2x4 DFL STANDARD 5-14 VELTIPLE 1.00 CASES. st jx t 2 -927# .75 7-16 -1912 .66 13 V EB 2x4 DFL SITNIAM BEARIM R17X711 EMENIS s)nm-i are bas'e�..dC.,NUY d using 'Ibis truss is desigrneng th 'Ir FaKE K1L EM CSI asJ- E V71111S PM ICED RESF*KH REii%ZI' #1607. at ead-i �"`ry�• on t e truss materialbearing. UBC -97 Cb3a. 1 -4153 .64 DUIE: Plates have been sized for design Loaded fcr 10 PSF rni-eax=ral- BCIL. Bldg a -closed = Yes, Erid Zine = Yes 2 .27 -3372 .17 .38 .39 .51 lands only. It is the falrieatc 's PLAMr. BASED CN GREEN I1.142M VAILES. Hmr.cme/Ocean Line = No , � Catey = C 3 -3356 .52 responsibility to acwnit for hm-&irg Bldg L a'gth = 47.00ft, Bldg Width = 50.00ft, 4 .18 -2650 .34 tcrs in t1 z sizing of plates. Mean roof haigl t = 12.41ft, MPH = 75 5 .06 -2711 .06 .10 .37 .16 .43 Classification = 4, Daad Iced = 12.0 psf 6 -1583 .03 .37 .40 7 -552 .04 .27 .31 8 -638 .04 .14 .19 TS' FCF2£ FY.L IJID C31 1 3b07 .57 .12 .65 3808 .57 .1.5 .72 3 2145 .21 .35 .56 4 50 .02 .65 .71 5 -50 .00 .40 .40 6 1375 .12 .40 .52 7 597 .00 .36 .36 t•1 -m FCFM 6I VE2 I= 6I 5-14 -138 .15 6-13 757 .31 2-11 87 .04 13-15 2055 .81 2-12 -733 .58 6-15 -1041 .60 3-12 -408 .11 7-15 557 .23 4-12 1308 .75 7-16 -1912 .66 13 1176 .46 8-16 -150 .06 I•FX TgLIL77al (span) • L/555 IN 1.194 12-13 (LIVE) LF -.31"I3=_ 26„1=_ 58" I -Il. LEFIF- C11 (cert) 1,/737 1111 -Ell 16-17 (LPYE) L. .06" lk .05" T= .11" == Join's I t-ia-is =- 1 0- 0- 0 10 0- 0- 0 2 7- 0- 0 11 7- 0- 0 3 13- 8- 0 12 13- 8- 0 4 20- 4-12 13 21-11- 4 5 21-11- 4 14 21-11- 4 6 27- 1- 8 15 27- 1- 8 7 33- 7- 7 16 36-10- 4 8 36-10- 4 17 40- 9- 8 9 40- 9- 8 7-117-0-0 6-K6 -1_0 6-8-12 , 6-N� 6-5-15 t 7-2-1 1 7-0-0 13-8-0 20-4-12 27-1-8 33-7-7 40-9-8 20-4-12 20-4-12 1 2 3 4 5 6 7 K 9 .00 75.00 " 21-6-1) 2 19 -II -(I 411-9-K 10 11 12 1 Z4 15 16 17 7-0-0 6 -ti -u K-3-4 5 -z -a -x-I2 7-0-0 13-8-0 21-11-4 27-1-8 36-10-4 1 E • 6g'�6 63 it JU `- CtVlla� R'-01TIL4(ING �- k�A* l u Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. P o 1-07-2 r 6 / 9 9 Scale: 3/32" = 11 job Name: IHC/CAMPOS PLAN 1970 Truss ID: C4 Qty: 4 Drwg: C099299063-005 WARNING Read all notes on this sheet and give a coli►' of it to the Erecting Contractor. TBF: 108.7 Wo: J178 ® This design is for:m individwil building ctnnpunem. It Is,s born based on speciliewioms provided by the component m:mufacim-er and Jove in Chk: BW Customer Name: :tcconLotce wish the curs -cm versions of TI'I :mJ AI -TA Jcsigo semdm-ds. No ,spousibiliq• is assumed fur Jitimisiowil :,ccur.,cy. Dimensions:tre to be errilied by the componcm ncmufacnu'er and/", building designer prior m f:,b6cmion. The building Jrsiener slcJl nsecre,in Jeti the I,eids utili'red Un Ds 4nr TM # LC = 13 IHC TC Live 20.0 psf TC Dead 9.0 psf BC Live .0 psf BC Dead 8. 0 s f P DurFaes L=1.25 P=1.25 Rep Mbr End 1.15 O.C. Spacing 2- 0- 0 Desi Spec UBC -97 9n P H OM E W OO D ®TRUSS 'I'ruswsl >eteuo -('Mor J" 4445 N. nlipark Dr., rol,. Xpriug,, ('U xbN)7 iii, design meet or exceed the lwding imposed by the local building code. It is :,ssumcd den the top chord is Lna:,lly braced by the roof or floor shemhine and the bottom chord is L iendly br.,ced by:i rigid sheathing mmet'Ld directly :otached. unless otherwise tinted. Bracing shown is fur Literal ,uppun of compunems members only to reduce buckling length. This component dull nut be ph sed in wly envi,ommew ticu will cause the muisuu'e cement of the wood exceed 191A :mJ/or curse ctnmccior pLac corrosion. Fabriewe, Noidle, inst:dl :md brtcc this miss in accord mce with the following scmd:"'ds: 'TROSCON4 \4ANI1A1: , by Tnisu:d, 'QI IALITY CONTROL S'T'ANDARD FOR NIF I'Al. HATE CONNECTE.1) WOOD TRUSSES, - (QST -XX), 'IIANULINIi INSTALLING AND 11KACINU h111'AI. I'I.A'I'li CUNNIiCI'IiU \VOUD'I'KUSSIiS' - (IIIIS-91):mJ'lllll-91 Sllr\•IIVIr\RY Tp5. 0 Version 06.05.99 SI11:1:1" by'111I. The'I'ntss Moe Instinuc ('I'I'I) is located at 581 1)'011o6'iu Drive, \iadisun, Wiscnnshi 53719. The Americ:m Forest :nul I':y,cr A,socL,tiou (AFI'A) is Ln:oed :,t 1250 Connecticut Ave, NW, Ste 2M. W:ishinguat, 1)(:2(X)36. TOTAL, 37.0 psf Defl Ratio: 1,/240 TC: L/240 job Name: IHUCAMPOS PLAN 1970 Truss ID: CS Qty: 1 Drw : C099299063-006 EM X -LDC REtuT SIZE Rl1Q'D 7C 2x4 DFL #1 Plating spat : ANSI/'IPI - 1995 UPLIFT RUACrICN(S) 1 0- 1-12 1523 3.50" 1.62" 5.0 2x.4 DFL #1 & Btr. 6-9 TF{LS Emi(aV IS THE O:PIFiSITE RESLLT OF spporut 1 -4874 2 40- 7-12 1387 3.50" 1.50" BC 2x4 DFL #1 NIILTIPLE MAD CASES. slA;pert 2 -425# WEB ?r4 DFL FMMIM BFPRIM FE12JIRQvEN15 sln,.n are based CNLY This truss is design d using the TC FSC£ A?Z B:')D CSI PLATE V7 -IM Flit IC90 RE M*;KH REKRr #1607. a1 the truss i ateeial at each bearirrJ. LBC -97 Cure. 1 -4261 IME: Plates have been sized fcr design Lceded for 10 FSF BOLL. Bldg Elrlcsed = Yes, E1 -d Zcne = Yes 2 -3572 .28 .20 .37 .65 .34 .54 loads ably. It is the falricatcr's + + + + + + + + + + + + + + + + + + + + + + I =icarie/Oran Lire = No Eqp Category = C 50.00ft, 3 -3583 .42 .64 z>Epa'rsibility to account for handling Lhrestraitxi hariz. IL daflectiah = .30 in. Bldg IaTO = 47.00ft, Bld7 Width = 4 -3760 .23 .12 .28 .39 factors in tl-e sizitrg of plates. + + + + + + + + + + + + + + + + + + + + + + HRSFD CN CUIN LLMBER VALLES. Mean roof lzzight = 12.41ft, MPH = 75 Classificaticn = 4, Diad Load = 12.0 5 -3786 .14 .14 .28 PLATRiG psf 6 -4253 .18 .12 .30 7 -4753 .21 .05 .30 8 -5087 .44 .49 .53 BC FUKE 1 -?7., EN) CSI 1 3502 .55 .12 .71 2 3507 .34 .45 .75 3 2389 .22 .45 .67 4 3554 .60 .30 .50 5 4445 .67 .11 .78 6 4715 .71 .20 .51 7 4703 .71 .20 .91 VM FCKE CSI V B FUKE GSI 7-0-0 6 -8 -II 6-8-12 .I 6-8-12 -1 6610-8 6-9-8 I 2-11 55 .02 C-13 -525 .17 1 7-0-0 13-8-0 1 20-4-12 27-1-8 34-0-0 4119-8 2-12 -r40 .51 6-14 266 .11 3-12 -415 .12 7-14 -529 .16 211-4-12 1 20-4-12 4-12 1214 .74 7-15 233 .09 I 2 ; 4 5 6 7 8 9 4-13 15-13 .75 8-.15 -247 .05 S -.It -11.1 .iii 3 -it; :;a .o'-1 5.0U -5. U0 - 1t%753 IN I -EM 12-13 Wrh-) lr -.64" D= -.45" T=-1.08" --- Joint T o aticns ==== 1 0- 0- 0 10 0- 0- 0 2 7- 0- 0 11 7- 0- 0 3 13- 8- 0 12 13- 8- 0 4-0- 4-12 13 23-10- 0 5 23- 3- 4 13 27- 1- 8 6 27- 1- 8 15 31- 0- 0 7 31- 0- 0 16 34- 0- 0 834- 0- 0 17 40- 9- 8 9 40- 9- 8 HOMEWOOD ® TRUSS 4445 IZ-1 .f-ok Ili., t',d,� Spriurs, CO epgn7 Tp5.0 Version 06.05.99 II -8 1.60 -2.26 0.8 23-6-8 7-U-0 16-8-0 111 11 12 13 14 15 16 17 7-11-11 I 6-8-0 111=2-111 7-2-11 _I 9-9-8 1 7-0-0 13-8-0 23-10-0 31-0-0 40-9-8 Tswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or V(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. job Name: IHC/CAMPOS PLAN 1970 Truss ID: CS WARNING Rend nth notes on this sheet and ,give a cot�v of it to the Erecting Contractor. This design is furan iodividtcd building component. It has been based un specifications provided by the componcnt oututfacnu-cr and dune io accord:mce Willi the currcm versions uf'ITI and APIA design standards. No responsibility is assumed for dimensiomil accuracy. Dimcusious are to be vcrilied by the c'umpoocnt ncmuftcarcr:md/ur building designer prior to fabrication. The liuildiog designer shall ascertain that the Irxids ulilized un this design meet or exceed the hudiog imposed b)' the bred building code. It is :assumed dta the loll chord is Lterdly braced by the roof or flour slic.ohing and the bottom chord is bdemlly btaccd by a rigid sheathing owicrcd directly attached, unless oilie wise noted Iltaciug sbowo is for Mend suppun of cumpuurnls members only to reduce buckling length. This component sball nut be 1A,ced in any environment duo Will cause the moisture c'onem of the Wood exceed 197 :md/or cause connector pLuc corrosion. Fabricate. Icmdle, iosedl and brace this miss in accord:utcc with the following scmdards:-110ISCONI NIANDAI.', by'I'nisa:d, 'QI IALITY CONTROL L STANDARD FOR N117AL PLATE CONNECTED WOOD TRUSSES' - (QS'I'-Nx), -HANDLING INSTALLING AND BRACINII METAL PLATE CONNECTED \V00I) 'RI iSSES' - (11111-91) and'11111-91 Sl 4WNlAR1' SHEET' by 'I'I'I. The'I'nrss I'L is Insiiimc ('I'I'I) is Iocned at 5141 D'Ooof riu Drive, Madison, Wisconsin 53719. The American Forest and I':ger Asancction (API',\) is located :t 1250 Connecticut Ave, NW, Sic 2tMt, W:uhiogtun, 1)('2(X136. l -I U T -FE im"JIILUING D 769 9 * 06130/03 PPR0V 1RR0/�6/99 Scale: 3/32" = 1' Zty: 1 Drwg: C099299063-006 TBF: 100.0 WO: J178 Chk: BW Custctmer Name: 1 Dsgnr: TM #LC = 10 IHC TC Live 20.0 psf TC Dead 9.0 psf BC Live .0 psf BC Dead 5.0 pef TOTAL 34.0 psf DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 D --t-1 Ratio: 1c/240 TC: 11/240 job Name: IHUCAMPOS PLAN 1970 Truss ID: C5A Qty: 1 Drwg.-CO9929906 -007 ERS, Y. -LCC F.ERLT SIZEREID'D TC 27.4 DFL 1.1 Plating spec: RNSIIMI - 1995 UPLLFI' RFACITCN(S) : 1 0- 1-12 1445 3.50" 1.54 BC 2r-4 LEI., 1.1 MIIS M -MCN IS ME CCI4FOSPIE RL•'3MT Or SLIM 1 -46311 2 3E- 4- 4 1465 3.50" 3.50" VJEB 25.4 LEL S17-MARD MLTIPLE LCYAD CASES. sLR;xwt 2 -47311 5-5 DurFaes L=1.25 P=1.25 L,�568 D-II•ID•I 12-13 (LIVE)1.5-3 259 LFL -ILD 16-9 E0RDr• RFI:IJIRD F JIS span are based ONLY 'This truss is designed using the TC FCFg 7!L HID CSI PLATE VALL1'S HI2 ICED RESEi;RC1( REFGi1T 1.1607. a -r tl-,e truss neterial at each bearirrL. u3c-97 OZX96. 1 -3986 .25 .36 .61 ITXE: Plates have bezn sized for d. -sign Ioaded for 10 MF mi-ea-rx,rret-t BU Bldg DiclosEd = Yes, D -d Z3-te = Yes 2 -3280 .09 .41 .50 1 0- 0- 0 10 0- 0- 0 keels Qlly. It is tlE fahricatcr's PLATIN' PASED CV a,$E L1IVIEER \%AUID3. Flarricza-te/Cr.Car] L7]'Y = No , Eur Catejory = C 3 -3250 .18 .35 .57 rr n 'isibility to account for 1-raidlurj Bldg IUr = 47.00ft, Bl.dj Width = 50.00ft, ts-y 4 -3255 .05 .23 .32 3.5.1() tiFlll' factors in the sizing of plates. Mean roof height = 12.41ft, Midi = 75 5 -3279 .11 .12 .23 x 1 5-3 CLassificatiaz = 4, lead Load = 12.0 paf 6 -3535 .13 .13 .26 7-8 11-5- 7 31- 0- 0 16 34- 0- 0 7 -3645 .13 .07 .20 8 34- 0- 0 17 3E- 6- 0 E -3361 .17 .31 .48 bC FCi'•f£ AM 13ID CSI 1 -YA? °5 .11 .66 2 - r`il 32 .44 . n 3 2122 .19 .44 .64 4 3293 .50 .25 .74 5 3406 .51 .09 .60 6 31.15 .47 .09 .57 7 45 .00 .10 .10 VER FZFt£ CSI VEB FUKE CSI 7-0-0 6-8-0 6-t{� 6-8-12 6-I1 2-11 57 .02 6-14 47 .02 I 7 -11 -II 13 -8 -II I 2(1-4-12 27-1-8 34-11-11 2-12 -657 .52 7-14 -130 .04 ' 3-12 -411 .11 7-15 -89 .01 20-4-12 I 18-1-4 4-12 1209 .74 8-15 269 .11 1 2 3 4 5 6 7 8 y 4-13 1588 .65 8-16 -446 .06 WO: J178 This deign is furan iodivithed building cumpuncnt. It Juts been b:tsed oo spccifirdioos provided by the ctonpooeot n11'"of,cturer wid dune io 5-13 -125 .09 9-16 3062 .99 F5.00 75.00 :iecurdmtee with the ntrrem versions uf'I'H :md AFI'A design st:utd:o'ds. No rolmri ibility is assumed for dimcosional accurtcy. Dimeosiuns :trc to be 6-13 -301 .10 5-17 -1273 .15 rrril'icd by the conynntcnt mnutfacuncr:nul/ur building designer prior at I:tbricatioo. The building designer shall :,certaind d ie keds oilized oo du Dsgnr: TM #LC 10 - IHC I•FY. LEFLF. Cl -j (spar,) - this dexien meet ur exceed the lording imposed by the lo,::d building code. h is assumed that the top chord is Luctallp brtced by the roof ur Iloor 5-5 DurFaes L=1.25 P=1.25 L,�568 D-II•ID•I 12-13 (LIVE)1.5-3 ®TRUSS T IF -.97" Ik -.33" I -.EO" Rep Mr Bnd 1.15 'I atan cuntant of the wood exceed 19%. and1or cause connector pude corrosion. Fabrice, hdle, inst:dl :utd brami brace this ss io accurdwice with ilio following BC Live .0 psf O. C. Spacing 2- 0- 0 ru:+,1 ti..u,t. r••b,:.d„ rat•, r,.1. (,y.., t: 11.., r,.b, spd�y;�, t•t, nn�.o7 I.5-3 S-5 =-== Joi.rtt T=t-ia-�_ rs (UST-xx/, '11ANDl.1Nci INSTALLINci AND BRACING METAL PI.ATE CUNNIx-r1iD WOOD TRUSSES' - (11111-91) and'IIIB-91 StiMMARY 2.5-4 Design Spec UBC -97 1 0- 0- 0 10 0- 0- 0 8-y IQ 5-5 2.5-4 9-7-12 2 7- 0- 0 11 7- 0- 0 3 '3- 8- 0 12 13- 8- 0 3.5.1() tiFlll' 9 0- 4-1_ 13 23-10- 0 5 23- 8- 4 14 27- 1- 8 3•J-8 3-1-1 �•5 6 2.5-4 �ll-111 4 x 1 5-3 6 27- 1- 8 15 31- 0- 0 0-3-1 7-8 11-5- 7 31- 0- 0 16 34- 0- 0 3 8 34- 0- 0 17 3E- 6- 0 5 38- 6- 0 0--�8 1.60 -2.26 0--�8 23-6-8 2�y I4-4-8( 38-6-u 2-3-8 10 11 12 13 14 15 16 17 S,j,Ujj 7-0-0 6-8-0 10-2-0 7-2-1) 7-6-11 _ J. I E 7-0-0 13-8-0 23-10-0 31-0-0 38-6-11 ki;ILDNG DE vD s Io,,9.�y ti j c. y �. 2m 0610,03 / * Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or � ■ �OVFI "H"(16 ga.), positioned per Joint Report. Circled plates and false 26/99 frame plates are positioned as shown above. Scale: 3/3211 = 1' Job Name: IHC/CAMPOS PLAN 1970 Truss ID: C5A Qty: i Drwg: C099299063-007 ® WARNING Rend all notes on this skeet and give a coo/ v pf it to the /SPCcting Contractor. TBF; 103.3 WO: J178 This deign is furan iodivithed building cumpuncnt. It Juts been b:tsed oo spccifirdioos provided by the ctonpooeot n11'"of,cturer wid dune io Chk: BW Customer Name: :iecurdmtee with the ntrrem versions uf'I'H :md AFI'A design st:utd:o'ds. No rolmri ibility is assumed for dimcosional accurtcy. Dimeosiuns :trc to be rrril'icd by the conynntcnt mnutfacuncr:nul/ur building designer prior at I:tbricatioo. The building designer shall :,certaind d ie keds oilized oo du Dsgnr: TM #LC 10 - IHC H OM EW OO D this dexien meet ur exceed the lording imposed by the lo,::d building code. h is assumed that the top chord is Luctallp brtced by the roof ur Iloor TC Live 20.0 psf DurFaes L=1.25 P=1.25 shewhing and the bunom chord is Ldcmlly braced by a rigid shaohing mmercd directly attached, unless uthetwue noted. IAacing shown is for Ldend ®TRUSS supp m of components members only to reduce buckling length. This emnpnncnt sletll out he lAtced io wry environment Butt will mise the moisture TC Dead 9.0 psf Rep Mr Bnd 1.15 'I atan cuntant of the wood exceed 19%. and1or cause connector pude corrosion. Fabrice, hdle, inst:dl :utd brami brace this ss io accurdwice with ilio following BC Live .0 psf O. C. Spacing 2- 0- 0 ru:+,1 ti..u,t. r••b,:.d„ rat•, r,.1. (,y.., t: 11.., r,.b, spd�y;�, t•t, nn�.o7 sumtLtrds: "111(1 IS(I)NI \IANI t,U.', by Trnaw:d, 'VI 1ALITY ('u N'Il OL STANDARD I•r,It MI:TAI. 19.A'I'li t't L\Nlit. l'IiU \VtIUU 11'1(1ltitihti' - (UST-xx/, '11ANDl.1Nci INSTALLINci AND BRACING METAL PI.ATE CUNNIx-r1iD WOOD TRUSSES' - (11111-91) and'IIIB-91 StiMMARY BC Dead 5.0 psf Design Spec UBC -97 SHEET' by'ITI. 'I'hc'Iluss I'Lde lostilow ('I'I'I) is Imwed :it 5X3 IYt,nttfritl Drive, ibLtdisoo, Wiscunsio 53719. The American Forest and Paper Defl Ratio: LV240 TC: W240 Tp5 . 0 Version 06.05.99 Assockttioo (APPA) is located at 1250 Connecticut Avc, N\Y, lite 2M, Washiogmnt, DC 2(x136. TOTAL 34.0 psf job Name: IHUCAMPOS PLAN 1970 Truss ID: CSB Qty: 1 Drw : C09929 -008-- EP-- X -LOC REACT SIZE REQ'D TC 2x-4 EFL 41 Platiaz3 spec : Al,SI/IPI - 1995 UPLIFT REACPICN(S) 1 0- 1-12 1359 3.50" 1.50112x4 DIi #1 & Btr. 6-9 TM M-3IC11 IS THE CCMECBTIE RESU T OF t4part 1 -447# 2 36-10- 4 1516 3.50" 3.50" BC 2x4 LFL, #1 P'LILTIPLE LCOD CASES. support 2 -5051 H OM EWOO D This design meet or exceed the hx,diog imposed by the local building code. It is assumed than the top chord is Literally braced by the roof or Iloor IIB ?,4 DFL STANOPM BEARDZ AVIS e1rwl are based C LY This truss is d-igred using the 'IC FCIS£ A%3., EEO C31 PLATE VALLES PER ICHJ RES'FAFKII RE[�ff1T ##1607. at t1� tctius uttet�al at eadi bear:-ig. LDC -97 Cbcle. 1 -3806 O.C.Spaeing 2- 0- 0 "I'rur+a, Svacws - C;.Inrd" NJIE: Plated have Lei sized for design Loadiad for 10 P3F ,>1i -cc run-cait BCLL.Bld3 Etrlosed = Yes, End Za-ie = Yes 2 -3089 .23 .36 .59 .48 loads ails. It is d� fabricator's BASED CN CREI`IBFR VALLES. PLATIrU F LL liuzicane/C raiz Imre = No , ET Category = C 3 -3058 .08 .41 rZr-isibility to accun'tt for )>3tclliu� �ga�mt right overhang as i.trlicated. Bldg Leso = 47.00ft, Bldg Width = 50.00ft, 4 -2532 .16 .37 .53 factory in the sizing of plates. hLacattuu U-ts-Thxat-ted O✓erl ng r4:ati rroot tight = 12.91ft, PITH = 75 5 -2547 .07 .09 .20 .27 .11 .20 7C Right is 3-3-3 Classificai = 4, Dead Load = 12.0 psf 6 -3066 .05 .10 .19 7 -2857 .05 .04 .13 8 -2078 .04 '.05 .13 BC RKE A}1, EEO CSI 1 3481 .52 .11 .63 2 3484 .31 .44 .75 3 1546 .18 .44 .62 4 2860 .43 .21 .64 5 2728 .41 .07 .48 6 2089 .31 .05 .36 7 71 .00 .05 .05 4&B FCPLE CSI VES F= CSI 7-0-0 i 6-8-0 6-8-12 6-x� 6 -III -8 2-11 56 .02 6-14 -52 .02 7-0-1) 13-8-0 20-4-12 27-1-8 34-0-0 2-1-1 -668 .53 7-14 140 .06 3-12 -409 .11 7-15 -315 .04 20-4-12 16-7-4 4-12 1206 .74 8-15 647 .26 1 2 3 4 5 6 7 x 9 4-13 1356 .55 8-16 -750 .09 5-13 -140 .04 9-16 1923 .78 6-13 -150 .05 5-17 -1233 .16 � -5.00 PM LIFI.ECTICa (-pati) : L,,'555 IN 1•0.1 12-13 (L1bE) L. -.25" D= -.27" T= -.66" ==_ Joint Lcc-rict-s -- 1 0- 0- 0 10 0- 0- 0 2 7- 0- 0 11 7- 0- 0 3 13- 8- 0 12 13- 8- 0 4 20- 4-12 13 23-10- 0 5 23- 8- 4 14 27- 1- 8 6 27- 1- 8 15 31- 0- 0 7 31- 0- 0 16 34- 0- 0 8 34- 0- 0 17 37- 0- 0 9 37- 0- 0 4-6 SHIP 0_fx 1.60 1 -2.26 0-118 23-6-x 2-(t ( „ „ 12-10-8 .3-9-8 1l1 11 12 13 14 7-07-0-0 6-8-0 III -2_0 t 7-2-0 7-0-0 13-8-1) 23-10-0 31-0-0 3-9� K 15 0 -04 1617 S'I'UI3 37-0-0 t>� MNG DEPART TH"(1al Systems Plates are 20 ga. unless shown le "18"(18 ga.) aor l �� V Ll 0/26/99 "H"(16 ga- positioned per Joint Report. Circled plates and false f 1 t 't' d s slow above Scale: 3/32" - 1' rame a es are osi tone a i n Job Name: IHC/CAMPOS PLAN 1970 Truss ID: C5B Qty: 1 Drwg: C099299063-008 WARNING stead all notes on this sheet and give a col{v gFit to the Erecting Contractor. TBF: 101.3 Wo: J178 • ® This design is fin•:m individual building component. It leis been hosed ou specifications provided by the contponem n muL,clurer and dune in Chk: BW Customer Name: acc•onboce with the current versions of'ITI :md AITA design semd;wds. No rcsponsibilily is assumed fur dimensiotud acemacy. Dimensions :n•c to be . ecriticd by the conyroncm ncmufacnn'er and/or building designer prior to fabric:nion. "rhe building designer sledl asccnaio that the hcids utilized on Degrir: TM #LC = 10 IBC TC Live 20.0 pef DurFaes L=1.25 P=1.25 H OM EWOO D This design meet or exceed the hx,diog imposed by the local building code. It is assumed than the top chord is Literally braced by the roof or Iloor sheathing and the honont chord is Wetally braced by s rigid shemhiug m:uerial dirccdy :utached, unless otherwise noted. Bracing shown is for Literal ® TRUSS suppon of compoocnt+ mcmhcn only to reduce buckling length. This componcni slndl not be pL•,ecd io any environment duo will cause the moisture TC Dead 9.0 psf Rep Mbr Bnd 1.15 comcnt of the wood exceed 197and/or cause connector pLdc corrosion. fabriewc, h:mdle, insLdl :utd brace this miss io acconLutce with the following BC Live .0 pef O.C.Spaeing 2- 0- 0 "I'rur+a, Svacws - C;.Inrd" standards: "I'ItUS(70.%-I MAN[ IAI.', by Tnisw.d, 'QI IALITY CONTkOl. STANDARD FOR Nil:I'Al. I'LATE CUNNI:(::I'IA WOOD TRUSSES' - �t75::,nlq>:.rL Ur., Cobr tiprit.gi, (;r, Mb`AA , , , , fQsr-XX), 'nnNUl.w(.� INs'rn1.LIN(1 AND ulcncrnc� tw1:'rnl. vf,�•re t:c,NNIa.r1:u ��Dun'fRltssf:,r • <Ilns-�p.md'Inn-9I s1��1�•IALr BC Dead 5 .0 of p Desi Spec UBC -97 Design P SIII?I:'I" b'v T111. The Tntss I'Lnc Institute ('I'I'I) is loc:ued :d 583 W(hiofrio Drivc, ,Nhdisoo. Wisconsin 53719. The Anmric:m Forest :ntd Paper re -fl Ratio: L/240 'IL: W240 Tp5. 0 Version 06.05.99 Assoccitioo (ALTA) is I,kc,tcd at 1230 Connccticut Ave, N\V, Sic *2(X), \1'ashingnnt, DC 2(X)36. TOTAL 34.0 psf. job Name: IHUCAMPOS PLAN 1970 Truss ID: C6 Qty: 6 Drw b - P1Y.,' X -T CC RMCT SIZE F43:)'D TC 2x4 EFL 91 Plating gxec : A15I/`I'PI - 1995 UPLIFT REACCICN(S) : 1 0- 1-12 1513 3.50" 1.61" BC 2i4 EFL #1 THIS IESIal IS THE CCf1PXIIE RESULT Cr support 1 -4844 2 40- 4- 4 1377 3.50" 1.50" 5 2r-4 EFL 11 & Btr. 13-17 MMPLG LSD CASES. atppot 2 -42211 6 27- 1- 8 WEB 2x4 DFL ST IIYIPD BOIRII•r, R132M ?N14IS shoMn are based CPILY Illus truss is des:igttnd usi-rl UL TC FCFSE Km af) CSI RAM V, UES FFR ICBG RESEARCIL REFQZr .41607. ai the truss material at ead\ bearing. UBC -97 0 -da. 1 -4226 .65 1•I71E: Platte have bend sized far design Lnadd for 10 PSF non-ocncuu nt BUL. Bldg Enclosed = Yes, Did Zone = Yes .28 2 -3535 .19 .37 .34 .53 Design Spec UBC -97 loads only. It is the fah�icatcr's + + + + + + + + + + + + + + + + + + + + + + Ha-ricarY/CY.e<mi Line = No, C�teguLy = C 3 -3546 .22 .41 .64 AsslH allnn (,V'I'A) is Iuaaed :a 1251) Cumtecticut Ave, N\V, Ste 1(X), Washington, DC 2(X)36. rrszoesibility to awa2nt for 1 dlirg ca uuestrainad h-iz. LL d_flectian = .29 in. Bldg Ira = 50.00ft, Bld7 Width = 47.00ft, 4 -3697 factors in the sizing of plates. + + + + + + + + + + + + + + + + + + + + + + Mean roof Inzight = 12.41ft, MFH = 75 .12 5 -3722 .14 .27 .39 .14 .28 PIAML BPSED CN GEEK LLPMER VPILES. 179- ificati.an = 4, Lia -.ad Load = 12.0 psf 6 -4161 .18 .13 .31 7 -4648 .22 .16 .37 8 -4200 .21 .64 .85 K FCFSE AM RID GSI 1 3e7(j .58 .12 .70 2 "x875 .34 .45 .79 3 2356 .21 .45 .66 4 3868 .51 .26 .77 5 43'-6 .57 .10 .66 6 4444 .58 .29 .87 7 4.114 58 .39 .97 HES J, CSI 1,EP F= CSI 7-117 -0 6-8-0 6-8-12 1 6-8-12 6-10-8 i 6-6-1_ I 1 2-11 59 .02 6-13 -497 .16 7-0-0 13-8-0 20-4-12 27-1-8 34-0-0 40-6-0 2-12 -643 .51 6-14 239 .10 3-12 -414 .12 7-14 -492 .15 20-4-12 2()-1-4 4-12 1213 .74 7-15 177 .07 I 2 i 3 4 5 6 7 8 9 4-13 1899 .77 8-15 108 .03 5-13 -117 .03 . 8-16 -100 .03 I -w I£F=aq (spate) ' L,/774 II4 M4 12-13 WE) 1-- -.62" D= -.43" T=-1.05„ - Joint Locatims ==- 1 0- 0- 0 10 0- 0- 0 2 7- 0- 0 11 7- 0- 0 3 13- 8- 0 12 13- 8- 0 4 20- 4-12 13 23-10- 0 5 23- 8- 4 1.1 27- 1- 8 6 27- 1- 8 15 31- 0- 0 7 31- 0- 0 16 34- 0- 0 8 34- 0- 0 17 40- 6- 0 9 40- r- ri 5-6 I 9-7-12 4-8 j_ (1.118 1.60 1 -2.26 0 -Ifs 23-6-8 -'rh „ 16-6-8 SHIP 0-3-nl 10 11 12 13 14 15 16 17 S -1•U11 7-04) 6-8-0 III -2-0 7-2-0 9-6-0 7-0-0 13-8-0 23-10-0 31-04) 4()-6-() MG PPI r QUO JDA fyC Q 2 -30,03 1r i\V IL i.�• tF'OF CAS-AF�� - , ,GvEn Truswal Systems Plates are 20 ga. unless sho'an by "18"(18 ga.) or 10/26/99 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. Scale: 3/32" = 1' job Name: IHC/CAMPOS PLAN 1970 Truss ID: C6 Qty: 6 Drwg: C099299063-009 WARNING Rend aU notes on this skeet and give a cojnv of It to the Erecting Contractor. TBF: 100.0 Wo: J178 ® This design is fur :m indiviJ(cl building compuncm. It Juts been b:esed on s1weiticatinns provided by the cnmpunew m:uutCtenttrcr and June in Chk: BW Customer Name: accmd:mcc with the cun'em versions uf'I'I'1 :mJ AI9'A design stand ods. Nu respunsibiliry is assumed fur dimensimud :iccm:icy. Dimcnsinns cure rot be Degnr: TVI #LC vcrilied by the cnmpunem ncuudacnutr:u)d/ur building designer prior to fabricwium. The building designer,IuJl ascertain duo the hxtJs utilized )it = 10 IHC TC Live 20.0 psf DurFaee L=1.25 P=1.25 W OM EW OO D this design meet ur exceed the Imiding imposed by the local building code. It is :essumed duo the top chord is Werdly broad by the rool' or Iloor sheatl,ing :rod the bottom chord is Literally braced by a rigid shewhing nuuurcd directly attached, unless odtenvise noted. Iitacing shown is fur Literal ® TRUSS suppun of cot pumems memhet:s only to reduce buckling lengih. This cnmpumem sluJl out be IA,ced im ani environment dui( will cause the mmisutre TC Dead 9.0 pe f Rep Mbr Bnd 1.15 cumcm of the wind exceed 191 :rod/or c;msc connector pLne corrosio). h:�bric:dc, h:uulle, imsedl and hrce chis miss in :,ccurd;mce Milt the following Live BC L' 0 ps f _ _ O. C. Spacing 2 0 0 i(' ,b• :.d•, lir.. t:..b, sprnus, (:u xu"4n ncmJ:n'Js: "I'I(16t YriI MANI IAL'. by'I'ru' wa, 'VI �ALI'I'1' ('UN'IRO1, S'I'ANUAI:U Pak Mli'I'iV. I'Ir\TIS CONNECTED WUOD'I'Itl i131iS' - w:\ l:..nlq.:,d: p1S'I'-xx), 'IIANDI.LN(i INSTALLING AND IMACINc1 MEYAL PLATE CONNFCI'VI) \\UUD'I'RI)SSI'.S' - (111R-91) and'11111-91 SUMMARY BC Dead 5.0 psf Design Spec UBC -97 S111:1 --l" by The Tntss I'Ltte Instimtc (FPI) is located at 583 I)'Owdriu Drive, hLtdison, Wisconsin 53719. The American Forest :rod Paper Deft Ratio- L/240 TC: L/240 Tp5. 0 Version 06.05.99 AsslH allnn (,V'I'A) is Iuaaed :a 1251) Cumtecticut Ave, N\V, Ste 1(X), Washington, DC 2(X)36. TOTAL 34.0 pe f ob Name: IHUCAMPOS PLAN 1970 Truss ID: CGD 1 Drw : EW, 1 X -I OC F6PEr 0- 1-12 1074 SIZE 3.50" M'D 1.50" TC 2x4 EFL #1 BC 2rA LEL #1 1x4 co'tinxans lateral 4EB (CLB), ® nailed w/2 -10d, located for='segieits. + + + + + + + + + + + + + + + + + + + + + + Designed for 4.0 K lbs o�aq load lied 2 3- 0- 0 455 3.50 1.50 VES 2x.4 DFL S1 CR 1x4 'T^ brace nailed flat to edge of web 8d 8" CR (satin evenlyalcrg the tcp olrffd-to the ton dd ea-tintously, ere)tly with dead ia)a¢ 3 4 9- 0- 0 15- 0- 0 462 457 3.50" 3.50 1.50" 1.50 Plating spec • PNSI/PPI - 1995 THIS LFSICN IS THE QTIPCSTLE MILT OF w/ at o.c. a scab as web) nailed to face of v -b w/lod at 8" o.e. If loads aril 0 % live load. Anaticrr-1.33. 5 20- 4-12 362 3.50" 1.50" 14=PLE LOAD CASES. 2 are required, attach 'T" to both edges or Cbrit.in cos reaction = 99 PLF. 6 25- 9- 8 459 3.50"1.50 CSI BEAD -M3 1EUL]IR04E IIS dx:;,n are based CNLY scab to beth fates. If 3 or mare are req., on nrection (by ) toast transfer equal 7 31- 9- 8 462 3.50" 1.50" on the truss material at each bearixr3. use CLS. 'T" or scab oust be 90% of web load to each ply (arc add -an) sho an. 8 37- 9- 8 565 3.50" 1.50" PLATE VALLES PER ICBG RESEARCIi R&PCRr #1607. le)gth, and 2x6 if web is > 14'-011. CLB i + + + + + + + + + + + + + + + + + + + + + + 9 40- 4- 4 991 3.50" 1.50" Loaded for 10 PSF rrn-cancu reit WTI . design is per building designer. UPLIFT RE?tCTICN(S) : .00 .18 .18 7 433 Location of interior bearings shaald be NJIE: Plates have been sized for design MRXxt 1 -718# TC FCRCE AM BND CSI .17 clearly narked on each truss. loads only. It is the fabrioatCr's appo t 2 -1494 1 -2101 10 .43 .00 Interior a.yhpmt or tenpc ary shoring must ra�pansibility to account far hair3ling m4lo rct 3 -178# 2 .30 -1767 .14 .38 12 be in place before erecta this truss. g factors in the sizing of plates. stp 4 -165# 31455 .24 .14 .37 .20 'This truss is designed using the PLATIN BASED CN GEEN LLMHER VA=. support 6 -165# 4 .21 -1124 .16 .32 1544 LBC -97 Code. .05 saqxzt 7 -178# 5 .15 -805 .16 .22 .60 Bldg Ek-cicsed = Yes, Erd Zone = Yes support 8 -227# 6 .11 808 .11 .11 .16 .27 Hurricane/o1Yah Line = Tb Cate�y = C Idth e stnx t 9 -946# 7 -474 .06 .16 .22 Bldg I� = 47.0W, Bldg 50.00ft, 8 263 .02 .12 .14 M?ah r'not height = 12.41ft, IVM = 75 9 263 .01 .12 .13 C3assificatian = 4, Dead load = 12.0 psf 10 -387 .05 .16 .21 11 721 .10 .16 .26 12 -718 .10. .11 .21 13 -1037 .14 .16 .30 14 1366 .19 .16 .35 15 -1678 .23 .16 .39 16 -2020 .28 .31 .59 BC MKE A)0, EW CSI 1 1922 .27 .13 .40 2 1624 .23 .03 .26 3 1326 .19 .03 .22 4 1028 .00 .20 .20 5 731 .00 .18 .18 6 433 .00 .18 .18 7 433 .00 .15 .15 8 165 .00 .17 .17 9 112 .00 .17 .17 10 352 .00 .18 .18 ll 650 .00 .18 .18 12 978 .13 .03 .17 13 948 .00 .20 .20 14 1246 .00 .20 .20 15 1544 .22 .05 .27 16 1827 .26 .34 .60 4+fB I= CSI VM FCRCE CSI 2-19 -285 .04 10-27 -79 .08 3-20 76 .02 11-28 -286 .20 4-21 -288 .07 13-29 75 .03 5-22 75 .03 14-31 -287 .07 7-23 -284 .20 15-32 76 .02 8-25 -79 .08 16-33 -335 .06 9-26 -186 .10 M LFFIFXTICN (span) 14/999 IN bel 31-32 (LIVE) L= -.02" D= -.02" T-- -04" = Joint Locations = 1 0-0-0 18 0-0-0 2 3- 0- 0 19 3- 0- 0 3 6- 0- 0 20 6- 0- 0 4 9- 0- 0 21 9- 0- 0 5 12- 0- 0 22 12- 0- 0 6 12- 9- 2 23 15- 0- 0 7 15- 0- 0 24 15- 8- 0 3.0.0 f10-0 6)1-0 5-4-12 5-4-12 6040 &o.0 3.0-0 9.0-0 15-0.0 20-4-12 2s-9.8 31-9-e 37-9-8 20-4-12 ( 20-1-4 i 1 2 3 4 5 6 7 8 9 10 11 1213 14 1.5 IG7 i 75.00 18 19 20 21 22 2.214 2.5 26 27 28 22?0 31 32 3174 SIMB 3-0-n 60-0 ban 5-4-12 54-12 60.0 60-0 3-ao 940 15-0-0 20-4 ' Zi -%8 31-9-8 .?7-9-8 #i.i !!�G Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga-.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. OVER 9 SUPPORTS ) Name: IHC/CAMPOS PLAN 1970 Truss ID: CGD Qty: 1 7 LU- Lb LU- 4_ Z 10 2 z7 22- 9- a WARNING Read all notes on this sheet and give a cony of it to the Erecting Contractor. 11 25- 9- 8 'chis design is for :un individual building component. It ILLS been based on specifications provided by (he component atcmufacturer and done in . 12 28- 9- 8 accordance with the current versions of'1'111 and AFI'A design sumd:ards. No responsibility is assumed for dimensional accuracy. Dimensions are to be 134 verified by the component to mufacntrer andlur building designer prior to fabrication. The building designer shall ascertain that the loads util'¢ed on 15W11 -NF - - 9� 8' D this design meet or exceed the loading imposed by the local building code. It is :assumed that the top chord is Laterally braced by the roof or flour 16 1 9- sheathing and the bottom chord is laterally braced by a rigid sheathing amntercd directly attached, unless otherwise noted. Bracing shown is for Literal 17 XRY �jS support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture content of the wand exceed 19% and/or cause connector plate corrosion. Fabricate. Icmdle, install and brace this toss in accordance wish die following Tru O S •mato - col ulu 5 cit . COusmm� sundards: "fl(I)SCOM MANIJAI; , by Truswal, '(DUALITY CONTROL STANDARD FUR METAL I'I:ATI? CONNEC"I I) WOOD TRI ISSES' - aaas NonLparl ur.. r K • QST-1(8).IIANDI.IN(; INSTALLING AND IfRACINO ME"I'Al, I'I.ATH CONNEC FI) WOOD'I'RUSSES - Illli-91 and '11111.91 SUMMARY SHEET* by'ITI. The Truss I'l to Institute ('1111) is located :0 5x3 D'Onufrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Tp5. 0 Version 06.05.99 Association (AFPA) is located at 1250 Connecticut Ave, NRV, Ste 4W, Washington, DC 2(1036. Drw TBF: 108.0 Chk: BW Dsgnr: TM #LC - 12 �vEn 10/27/99 Scale: 3/32" _ : C099300236-003 WO: J178 Customer Name: IHC TC Live 20.0 psf TC Dead 9.0 psf BC Live ,0 pef BC Dead 8.0 psf TOTAL 37.0 psf DurFacs L=1.25 P=1.25 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Den Ratio: L/240 TC: 1{/240 job Name: IHUCAMPOS PLAN 1970 Truss ID: D i Qty: 1 Drw : b3- TBF: 44.0 Plrw X -LOC REPOT SIZE REDID Tc 2r4 DFL #1 Platirx4 spec • ANSI/'rPI - 1995 This dssi� lzasexd a� diod brach-ig applied niadile: Customer Name: 1 0- 1-12 1601 3.50 1.71 BC Ti -4 DFL #1 TATS LESICV IS THE CQ�ITE RMLT OF per the follaNirYg 2 19-10- 4 1601 3.50" 1.71" 4EB 2x4 EFL SMUY-M MLTTPLE LOAD CASES. nee O.C. flan to DurFaes L=1.25 P=1.25 H OM EWOO D PLATE WILLN PER IBC R2MAFCH R�Palr #1607. BD7PJIsr3 RL7:11=41]14Ir shovel are based QTLY TC 24.0" 7-10-1.5 12- 0- 0 TC KFIM X.7L EM CSI Lcad�d for 10 PSF rnz-cuiauzv-,t BQL. a4 the truss material at eadi hear -11-g. UPLSrr Ymic ICV(S) Rep Mbr Bnd 1.00 1 -2924 .21 .67 .87 Crahw--ge nust be prviid=d to avoid parlirg. IV7IE: Plates have lxxai sized for design 0 -TT -•t 1 -522# 7 ru;•ral 5> v.us - r-al"rad" 4445::-j j Dr.. Colo Sprb,gs. CU IsUy!)7 2 -2688. .13 .28 .41 Frsnat- t bracing is required ir(by others) to loads a-dy. It is the falri.catcr's 9*pc t 2 -522# (UST-xx),'ILINULIN(i INS'17\LLIN(.I AND ISRAc'INCI n•Ilil'AI. I'L,\'fli CUNNIif:'I'IiD \1'ODU'I'RI!SSfiS' - (IVIS-91):md'lllli-91 Sltn•hNIARy 3 -2688 .13 .28 .41 prevent rctatia-/tcpp ung. See HIB -91 and respaisibility to acca.n7t for harlding This truss is cdessicg-rzd using tl2 4 -2524 .21 .67 .87 ANSI/TPI 1-1995; 10.3.4.5 acrd 10.3.4.6. factol.•s in the sizirg of plates. LDC -97 Qxh. PL:41I.1, 2ASED CV GREEN LIMBER VALIES. 1x4 mud. acritin cus lateral hra ing attad-,ad Bldg Ernlcsecd = Yes, E1rd 2aie = Yes EC FCKE AM a1D CSI to flat TC admire indicated w/ 2-10d nails RaxicB>z/Qa1m Line = No >i ECategory = C 1 2636 .40 .36 .76 each. Lu»lxr rust be structural grade. Bldg Les-gth = 50.00ft, Bld3 Widh = 47.00ft, 2 2803 .71 Brame T. 24" o.c. unless nd-ed'ether ase. Dim roof heicc)t = 9.81ft, MPH = 75 .43 .28 3 2635 .40 .36 .76 C7 assificat-iai = 4, Dead Load = 12.0 psf ----------LUAD CASE #1 LYSICV LCAEr- ---------------- 4ER FCF2E CSI WEB FlZr E CSI Dir L.Plf L.Lcc R.Plf R.Lcc 111VIL 2-7 497 .20 3-8 -315 .09 TC Vert 58.0 0- 0- 0 58.0 8- 0- 0 .69 3-7 -315 .09 4-8 497 .20 TC Vert 140.8 8- 0- 0 140.8 12- 0- 0 .69 TC Vert 58.0 12- 0- 0 58.0 20- 0- 0 .69 T -W I-EiTIX ell (-span) BCVeit 38.8 0- 0- 0 38.8 20- 0- 0 .00 Lt/999 IN 14-M 6-7 (LJ-Vr-) .'Ihpe... 1.1-1;X.fnc: LJ.fIf, 'IC -.26" 26" Vu Lt 2M.0 8- 0- 0 1.00 ` TC Vert 99.0 8- 0- 0 .00 _--_= Joint Lcc-tiazs =� 7-7-13 4-8-6 7-7-13 -� TC Vert 220.0 12- 0- 0 1.00 TC Vert 99.0 12- 0- 0 1 0- 0- 0 6 0- 0- 0 7 12-4-3 20-0-0 .00 ? 7- 7-13 7 7- 7-13 -7-13 3 10- 0- 0 8 12- 4- 3 7-10-I5 7-10-I5 4 12- 4- 3 9 20- 0- 0 1 3 a 5 5 20- 0- 0 - r 5.00 319# a-0-0 -5.00 71,-11� , 2-0-0, Cr 9 70-0-0 1 69 6 7 8 y JUTTEp '30/03 7-77-713 a2-4- 117-7--33 R- QUI i r. IVIL��\P 7-7-13 12-a-3 20 --II Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or 10/26/99 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. Scale: 3/16" = 11 fob Name: IHC/CAMPOS PLAN 1970 Truss ID: D1 Qty: i Drwg: C099299063-011 WARNING /lead all notes on this sheet andgive a copy of it to the Erecting Contractor. TBF: 44.0 WO: J178 ® This design is for wi iodividWil building cumponew. It Isis been based oo specilicodmis provided by the cumlimem manuCtcutrer;md dune in Chk: BW Customer Name: accord.mce with the currcm versions of "I'I'I and AITA design siwid; rds. No responsibility is assumed for dimcnsioicd :tccw.icy. Dimensions arc to be s`rilied by the cumponcnt nstnufacmi-er wid/ur building designer prior to Ildmicdioo. The building designer x1:111 ;NNW-1aio dud the hods utilized ou De TM #LC = 10 g IHC TC Live 20.0 psf DurFaes L=1.25 P=1.25 H OM EWOO D this design meet or exceed the kudiog impmsed by the local huildiog coda It is assumed din the top chord is Ldemlly braced by the roof or lhwr Acwhiug :md the bottom chord is L•ncndly braced by ❑ rigid sheathing tmocrLd directly msiched, unless otherwise noted. Ilmcing shown is for L•detal ® TRUSS tiupport of comm mlems members only to reduce buckling length. This component skill nut be lAiced in ooy eoviroomem drat will cause the muismre TC Dead 9.0 psf Rep Mbr Bnd 1.00 content "f the wood exceed 19% undlor cause connector pLdc corrosion. Pabricwc, boodle, install and brace this crass io accordance with the following BC Live .0 psf O.C. Spacing 2- 0- 0 7 ru;•ral 5> v.us - r-al"rad" 4445::-j j Dr.. Colo Sprb,gs. CU IsUy!)7 stantl:irds: "I'RUSCO.v1 MANUAL', by "Ilmsw,d, ' W IALITY CONTROL STANDARD I.OIL M15PAI. III ATI: CONNECTIA) WOOD TRI;SSIN - ' p.,L (UST-xx),'ILINULIN(i INS'17\LLIN(.I AND ISRAc'INCI n•Ilil'AI. I'L,\'fli CUNNIif:'I'IiD \1'ODU'I'RI!SSfiS' - (IVIS-91):md'lllli-91 Sltn•hNIARy BC Dead 8.0 psf Design Spec UBC -97 SIII?I:I" by'I'I'l. 'I'hc'Ilvss I'We Instiuue ('I'I'I) is loaned :it 583 D'Ooofrio Drive, Mmlisoo, Wisconsin 51719. The American Purest wid hyer Den RaL-io: W240 TC: L/240 TpS. 0 Version 06.05.99 Ass"ccdi"n (APPA) is Inc:iced at 1250 C000celicut Ave, NW, Ste 21xt, W;ishinga:u, DC 2UICt6. TOTAL 37.0 psf Job Name: IHUCAMPOS PLAN 1970 Truss ID: D2Qty: 5 Drw : 9063-012 Em \-LCC ME SIZE RII21D 7c 2z4 LFL "1 Plating spec : AMI/IPI - 1995 UPLIFT FG=CN(S) 1 1 0- 1-12 888 3.50 1.50 BC 2x4 LPL '.1 'THIS MICN IS 71-113 CCMICSI7E RESUUT OF stmt -270# 2 -270(( 2 15-10- 4 888 3.50" 1.50" W>rB 2x-4 LFT., SD4CA D PLATE vALLEs PER ICBG RESE7�-I REICRr '.1607. nZrrIPLE LOAD CASES. BEtpDU F�`>INIS s)Yxm are based CNLY support 'This truss is designed using the ZC FLi� _XL HID CSI Loa& iX;a7II43 -Ai for 10 PSF nmi-oct-rurrait BaL. HASID CIV C1tEFN LLL•DER \rE\LI3S. as the tilts nater�al at end) Lxarirg. NJIE: Plates have been sinal far d -iqn LDC -97 Ct)3e. Bldg a-icictad = Yes, 0-d 7cane = Yes 1 -1377 .03 .27 .30 WARNING stead all notes on this sheet mol a copy of it to the ts'recting Contractor. loads only. It is the falai. tor's Hurrncane/(ken Lux = No E_T Catecgay = C 2 -1036 01 .26 .27 Chk: BW Customer Name: i-isibility to accunnt for handlu:g Bldg L n = 50.00ft, Bldg Width = 47.00ft, 3 -1036 Ol .26 .27 verified by the cumpunem m:umfacoirer mid/or building designer prior hr fabrication. huildiog designer sltdl ;tscenaio that the I,ccds utilized on factors in the sizing of plates. Mean roofheight = ' 10.25ft, MAi = 75 4 -1377 G3 .27 .30 ® TRUSS heathing and the buuum chord is Lucrlly braced by a rigid sheathing mocrLd directly:utached, unless odhei%wise noted. Itiacing shown is for Laterd uppun of conhponents members only w reduce buckling length. This cumpunent slcdl out be pL ced in any environment ticu will cause the moisture TC Dead 9.0 psf Classificatian = 4, Dead Load = 12.0 psf EC FCFfE AM BI11) CSI BC Live .0 psf O.C. Spacing 2- 0- 0 Tr v-1 Shsrews - Cok md`` 4445 Norihl ,rL W.. (.,4o springs. CC) x0907 stwtd.,rds: 'TRI SCO:NI \{ANUAL', by llvswal, 'QIJAI.I'I'1' CONTROL S'T'ANDARD FOR NIF' 'AL Ill CONNECTED WOOD TRUSSIiS' - , , , t 1 1227 .10 .35 .49 , (QJ'I'-xx), 'llr\901.1\G INS'I'.\LUNG AND IIKACI\U NIE'I'AL I'Lr\'1'li C'UNMS(:I'fiD \\hOU'I'Kl1Ss1iS' - (1118-11):md'lllli-JI SLNh�1AKY 2 1227 .10 .35 .45 Defl Ratio: 1-/240 7C: LV240 Tp5 . 0 Version 06.05.99 Assockdioo (Ail'.\) is loc:aed at 12511 Corioccticut Ave, NW, Sw'2at, \Y: shiogum, IW 2txn6. VEB FCYQE CSI WFB FLFLE CSI 2-7 -373 .15 4-7 -373 .15 3-7 562 .23 1-rL_X LFILECTTCh1 (span) 1,/555 B-1 I -ID -1 6-7 (LJVE) D= _Cie" T= -.18" _= Joint Lam-tia-s === 6-0-0 1 4-0-0 1 4-0-(_ 1 i 6-0-0 1 G- G- 0 5 20- 0- 0 6-0-0 I0-0-0 14-0-0 20-0-0 2 6- 0- 0 6 0- 0- a 3 10- 0- 0 7 10- 0- 0 10-0-0 10-0-0 4 14- 0- 0 8 20- 0- 0 1 2 3 4 5 1 F5 00 -5.001 3-5 22-0-0 , 2-0-0 , r 5-3-13 SHIP TO -3-I " `cCQ�pF S yA�F2 � �. w 769 '� p 3r yr 4- 6 7 K ..... 111-11_11 1 10-1_ I-I� 111-11-0 21141-0 AP RUVED Truswa1 Systems Plates are 20 ga. unless shown by "18" (18 ga.) or 10/26/99 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. Scale: 3/16" = 1' job Name: IHC/CAMPOS PLAN 1970 Truss ID: D2 Qty: 5 Drwg: C099299063-012 WARNING stead all notes on this sheet mol a copy of it to the ts'recting Contractor. TBF: 41.3 WO: J178 ® ,!,rive 'I'his desieo is furan iodividatd building cumpunent. It ILLI been based oo specilic:cuiuns provided by the cooyumeot nt:mW:,cmrer and dune in Chk: BW Customer Name: accurd:mce with the current versions of 1111 and AITA design st:md:u•ds. No responsibility is assumed for dimeusiomil accuracy. Dimensions are to be 'I'hc Dsgnr: TM #LC = 10 IHC verified by the cumpunem m:umfacoirer mid/or building designer prior hr fabrication. huildiog designer sltdl ;tscenaio that the I,ccds utilized on TC Live 20.0 psf DurFaC9 L=1.25 P=1.25 HOM EWOO D this design meet or exceed the hording imposed by the local building code. It is assumed that the lull chord is Loemlly breed by the ruin- or iloor ® TRUSS heathing and the buuum chord is Lucrlly braced by a rigid sheathing mocrLd directly:utached, unless odhei%wise noted. Itiacing shown is for Laterd uppun of conhponents members only w reduce buckling length. This cumpunent slcdl out be pL ced in any environment ticu will cause the moisture TC Dead 9.0 psf Rep Mbr Bnd 1.15 content of the wood exceed 19';.:md/or cause connector pLue corrosion. Fabricate, hurdle, insedl and brace this miss in uceord:mce with Ute following BC Live .0 psf O.C. Spacing 2- 0- 0 Tr v-1 Shsrews - Cok md`` 4445 Norihl ,rL W.. (.,4o springs. CC) x0907 stwtd.,rds: 'TRI SCO:NI \{ANUAL', by llvswal, 'QIJAI.I'I'1' CONTROL S'T'ANDARD FOR NIF' 'AL Ill CONNECTED WOOD TRUSSIiS' - , , , t BC Dead 8. 0 of P Desi Spec UBC -97 gra P , (QJ'I'-xx), 'llr\901.1\G INS'I'.\LUNG AND IIKACI\U NIE'I'AL I'Lr\'1'li C'UNMS(:I'fiD \\hOU'I'Kl1Ss1iS' - (1118-11):md'lllli-JI SLNh�1AKY SI Ili1i'I" by T111. The Timm I'Loe Institut. ('I'I'I) is located :o 5x1 D'Onufriu Drive, Nk.disnn, wisamsio 53719. The Americ:m purest :md Paper Defl Ratio: 1-/240 7C: LV240 Tp5 . 0 Version 06.05.99 Assockdioo (Ail'.\) is loc:aed at 12511 Corioccticut Ave, NW, Sw'2at, \Y: shiogum, IW 2txn6. TOTAL 37.0 psf job Name: IHUCAMPOS PLAN 1970 Truss ID: D2S Qty: 2 Drw : EW, X -LCC REACT This design is fur;m iodividtcd building cumpmteot. It Nis been based unspeciftcatioos pruvidcd by the component tremufocmrer: id June io SIZE REQ'D TL . 2x4 1&I., nl Plating spec : PNSIMI - 1995 UPLIFT FS=CN(S) : 1 0- 1-12 886 3.50 1.50" B✓ a:4 DFL ,W ,1 'THISISEESI(N IS 'LE CCT17CME RESULT OF apport 1 -269)1 2 15- 5- 8 733 2.00" 1.50" V B 2/4 DFL SITS I'M7IPLE LOAD CRSES. al -amt 2 -2061( suppun of compooems members only to reduce buclAig leogih. This compoocot slcdl nut he pLhced io ally environnrcol tlut will cause the moisntre TC Dead 9.0 psf Rep Nbr Bnd 1.15 PLATE VXJJES PER ICED RESEARCH RE= ;11607. BFARII'T' REQXR134a .,' shoat are bawl (SLY This truss is designed usirg the TL FCr,= A!L HIID GSI Lracl-rl for 10 rSF rarcn-atrrent BC1.L. on the truss oater al at ead) bearing. LBC -97 Cbda. 1 -1371 .03 .28 .30 PLATIIT' P-= Qq CFmd Lu4EER V.ilJES. 1,=: Plate- have leen sized for design Bldg Enclosed = Yes, E7 -id Zn-ke = Yes 2 -1030 .01 .26 .27 loads c ilY It is the fabricatar's Hiri-iearkB/Ozeaii Lug = I3c Ex -p Category = C 3 -1025 .01 .24 .25 ivapazsibility to accoutt: for handling Bldg Length 50.00ft, Bldg Width = 47.00ft, 4 -13364 .03 .25 .28 factors in the sizing of plates. N> roof he4-tt = 10.25ft, MFH = 75 Classification = 4, R=ad Load = 12.0 psf BC FCRCE 3 -?L aiD CSI 1 1221 .10 .39 .45 2 1213 .10 .39 .45 V B FCRCE CSI WEB FMCE CSI 2-7 -374 .15 4-7 -364 .14 3-7 554 .23 I1•Fl. LFFL=Cll (span) 1,%595 1111.19.1 6-7 (LRE)Lr -.10" 1- -.08" 'N -.18" -_= Joint Lo t-ian ==== 6-0-0 t 4-0-1) t 4-0-0 r 5-1(1_8 I 1 0- 0- 0 5 15-10- 8 6-0-0 10-0-0 14-040 19-10-8 2 6- 0- 0 6 0- 0- 0 10-040 9 -III -8 3 10- 0- 0 7 10- 0- 0 4 14- 0- 0 8 19-10- 8 I = 3 4 5 F5 00 -5.00 4-5-15 =0-3-15 3-5 2-0-0 6 7 0-1I- 8 9-10-8 8 S'1'UIt 19-10-8- w�1 �' ?fir '•" � _ �' Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or ' p/26/99 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. Scale: 7/32" = 1' Job Name: IHC/CAMPOS PLAN 1970 Truss ID: D2S Qty: 2 Drwg: C099299063-013 ® WARNING Rend all notes on this skeet and give n cony of it to the Erecting Contractor. TBF: 40.0 r70: J178 This design is fur;m iodividtcd building cumpmteot. It Nis been based unspeciftcatioos pruvidcd by the component tremufocmrer: id June io Chk: BW Customer Name: :,ccoaLoice ,with the current vccsions of ITI and AFTA design scmd:u ds. No responsibilily is assumed fur din)cosiohtd seem: cy. Dimensions m,e to be verilied by die cunymocnh m:nmEWIto-er and/or building designer prior to fabriccuiun. The building designer slcdl ascenain that the luhds utilved oo Dsgnr: 714 11LC 10 - IHC H OM EW 00 D his design meet ur exceed the Itthdiug imposed by the local building code. It is;usumed teo the top chord is laterally bmced by the roof or (lour TC Live 20.0 psf DurFaee L=1.25 P=1.25 TRUSS she thing :md the bottom churd is Literally braced by a rigid sheathing m:dercd directy attached, unless otherwise noted. l3niciog shown is fur L'uerd ® suppun of compooems members only to reduce buclAig leogih. This compoocot slcdl nut he pLhced io ally environnrcol tlut will cause the moisntre TC Dead 9.0 psf Rep Nbr Bnd 1.15 'fr s> r',.b�rud:' conent of the wood cxc"d 197, wid/ur cause c000enor pLoc corrosion. Fabricate, Iundle, install and bnicc this truss io accordance with the following � BC Live .0 of p O.C. aein 2- 0- 0 g -1 ,ams - 4445 ;:onl.p.rl u , r:,.l;, sprih,g,. Cr) snia7 smnd:,rds: "IRl15Cr��1 �Ir\NlL\L', h I nhaw:�l, ' I t V.I'I.1' C(hN'I'RUI. STANDARD POK �i\•11i 1'AI. I'IA"I'li CDNNIiCI'lil7 \NOUD'IRt1SSl?C' - y Q ((1ST -8:<), -HANDLING INSTALLING AND IMACINU i\•Il:'YAL 1'L.ATI: ('UNNIi1"1'1?1) WOOD TKI ISSES' - (nus -91) ❑ml 'Iuu•91 SUNIbIARY BC Dead 8.0 psf Design Spec UBC -97 SHEET' by'I'I'I. The Tm.,s I'Loc Instinuc ('fl'1) is located :it 5X3 D'Unofiio Drive, \Malian, \Visconsiu 53719. The Amci is i Poresi and I':gter D) f- l Ratio: L/240 TC:: L/240 Tp5. 0 Version 06. 05.99 Assoc Loiun (APPA) is located at 1250 C000cciicut Ave, N\V, Sic 21x), W;ishiogum, DC 2tlth36. TOTAL 37.0 pef job Name: IHUCAMPOS PLAN 1970 Truss ID: DD 1 Drwg: C099300236-004 EFG X -LOC REACT SIZE RIf32'D TC 2x4 TFL #1 Plat rrj spec : AMI/TPI - 1995 UPLSFr 1E=ICN(S) 1 0- 1-12 1078 3.50 1.50 BC 2x4 EFL #1 TM DESIGN IS THE Ca4FCSrIE RESLLT OF support 1 -269# 2 19- 9- 8 928 2.00" 1.50" VEB 2x-4 EFL STANDAR) NL.MPLE LaAD CASES. 2 -254# HATE VALIFS PER ICBG RESEAId H RE1 #1607. ]3EARRII RI?� TII�MENIS sh ah are CNLY Toads tsitats ie c igrsed using the TC MC AXL 13ND GSI Landed for 10 PSF na -cotta rrertt BCLL. on the truss material at each bearing. TBC -97 Clode. 1 -1993 .11 .41 .52 PLA= BASED CN Cl2FFN'LLDE2 VALL23. NJIE: Plates have been sized far consign BldgEihclesed =Yes, End Zane = Yee 2 -1070 .01 .25 .27 + + + + + + + + + + + + + + + + + + + + + + for lbs drag load lied loads only. It is the fabricator's i' to fcr handling Hir2acalne/Ocean Line = No , Exp Categary = C I 50. o0ft, Bldg Width = 47. o0ft, 3 -1056 .01 .27 .28 ]signed 5.5 K ed tcp to the tam responsibility aociannt ILengthBldg factmv in the -Meath height 10.25ft, MFH 75 4 -1956 .11 .46 .57 event aing the chord chord ca-itinxxisly, aaana-ahtly with dead sizing of plat es. roof = = (71a ificatim = 4, lead Load = 12.0 pef BC FMM AXL END CSI loads at -id 0 % live load. Atratiah=1.33. ST -8$ IIANDLING INSTALLING AND BRACING ME'T'AL PLATE CONNECTED WOOD TRUSSES'- IIIB-91 and 'IIID -91 SUMMARY BC Dead 8.0 pef 1 1258 .10 .39 .49 H Ctrttinxxtsbearing reaction = 276 F. SHEET' by'I'PI. The Truss Plate Institute (Till) is located at 58.1 D'Onofrio Drive, Madison, Wisconsin ..53719. The American purest and ll'aper 2 1220 .10 .39 .49 C)avnection ( ers) mist transfer equal. Association (AF -11A) is located at 1250 Connecticut Ave, NW, Sic 2W. Washington, DC 2(x)36. TOTAL 37.0 psf load to each ply (or add-on) shags. VEB FCRCE CSI VEB FCRCE CSI ++++++++++++++++++++++ 2-7 -911 .36 4-7 -915 .36 3-7 554 .23 t MAX E01EIC.TYC111 (span) I W999 IN DIEM 7-8 (LIVE) Lc -.14" D= -.12" T` -.25" 6 -0 -II 4-11-0 4-0h 5h = Joint Ioratirns = 1 0- 0- 0 5 19-10- 8 6-0-0 10-0-0 14-0-0 ;19-10-8 2 6- 0- 0 6 0- o- o' I11 1 9 t 3 10- 0- 0 7 10- o- 0 -II -11 I 2 -ill -8 13 4 5 h 4 14- 0- 0 8 19-10- 8 -5.001 3-5 2-1r- 1-0 t 19-I11- �0-IF-x 6 10-0-0 i71 'y_1� S'I'Ull 10-0-0 i 19-10-8 AILDING V Truswal Systems Plates are 20 ga. unless shown by "18" (18 gal.) or '02,7 X99 "H" (16 ga.) , positioned per Joint Report. Circled plates and false '.� frame plates are positioned as shown above. Scale: 7/3211 - 1' Job Name: IHC/CAMPOS PLAN 1970 Truss -ID: DD..' Qty: 1 Drwg: C099300236-004 WARNING Rend all notes on this sheet and give a cony of it to the Erecting Contractor. t, TBF: 40.0 WO: J178 t. t ® This design is for an individual building component. It has been based on specifications provided by the component manufacturer and done in! Chk: BW Customer Name: accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shill ascertain than the kids utilized ()ItDsgnr: TM #LC = 12 IHC H OM E W OO D this design meet or exceed the loading imposed by the local building code. It is assumed diat the top chord is laterally braced by the roof or IkNtr TC Live 20.0 pef DurFBcs L=1.25 P=1.25 sheathing and the bottom chord is Laterally braced by a rigid sheathing outteril directly attached, unless otherwise noted. Bracing showtn is for Lateral ` ®TRUSS suppon of components members only to reduce buckling length. '['his component shall not be placed in any environment that will cause the moisture TC Dead 9.0 paf Rep b1br Bnd i1.15 of the wood exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following BC Live .0 sf p O.C. ae 2- 0- 0 `� lag Truscontent 4445 NorWl S>•stems •Coronado si5 pal; Ur., Colo Springs, CO £.50907 standards: 'TRUSCOM MANUAL', by Truswal, 'QUALI'T'Y CONTROL S'T'ANDARD FOR METAL PLATE CONNEC'T'ED WOOD'rRUSSES' - ST -8$ IIANDLING INSTALLING AND BRACING ME'T'AL PLATE CONNECTED WOOD TRUSSES'- IIIB-91 and 'IIID -91 SUMMARY BC Dead 8.0 pef Design Spec UBC -97 SHEET' by'I'PI. The Truss Plate Institute (Till) is located at 58.1 D'Onofrio Drive, Madison, Wisconsin ..53719. The American purest and ll'aper Defl Ratio::Lsh40 TC: L/290 Tp5. 0 Version 06.05.99 Association (AF -11A) is located at 1250 Connecticut Ave, NW, Sic 2W. Washington, DC 2(x)36. TOTAL 37.0 psf job Name: IHUCAMPOS PLAN 1970 Truss ID: E1 Qty: 2 Drw : BR--. X. -LDC FZ7Cr SIZE RB2'D 'IC 2x4 DFL #1 Plating spec : PNSI/TPI - 1995 UPLIFT RFACPICN(S) • 1 U- 1-12 5504 3.50" 2.93" 13C 2i6 DFL #1 THIS DP.SICN IS ME CCI�ITE R6�I[T OF o-nxnt 1 -13664 2 13-10- 4 5652 3.50" 3.01" 4EB 27/4 DFL SI MPIM I4=PLE LEAD CASES. scq�xart 2 -1402# 2>'A DFL SIM 8-3 EEtRIW- RE¢III2ENIFSIIS ici n are leased ONLY This truss is designed usi)hg the TC F4� AM EM CSI Limber shear allw.ables are per IMS -97. az the tnus naterial at each bear-i-ig. UBC -97 Ocde. 1 -10516 177IE: Plates 1113 a lxah sized for d�ian PLATE VA= PER ICBJ Rl l REFCRr #1607. Bldg Eholosed = Yes, D -d Zrne = Yes .29 2 -7382 .37 .65 .25 loath ably. It is the falaicatc>r's pernmY=x-1 bracing is (by others) to H=cm-i--/O;xah Line = No , E>q? Cathy = C .14 3 -7332 .14 .11 .11 .25 rc�xisibility to aooaaht for hhaihdling pr�ht rotatia\/tcppl See IUB -91 and Bldg LargUi = 50.00ft, Bldg Widtih = 47.00ft, 75 4 -10516 .37 .65 factors in the sizing of plates. ANSI/TPI 1-1995; 10.3.4.5 and 10.3.4.6. Mean roof bright = 5.62ft, IPI = .28 2 -PLY! I-bil 'r.1/10d QI11414, s - (DIS -57 PLATII,X3 BASED CN G2Ml LIA'IL3FR VALUES. Classifiratiah = 4, Dead Load = 14.0 psf ----- ---LMD CASE #1 L-L•SIW MADS ---------------- Er- FiPLE 92, RID CSI Sect. 12) in: TC- 2/ft BC- 5 ft 4EBS- 2/ft 1 5710 .96 Dir L.Plf L.IAc R. PH R.LDc II/`IL .54 5555 .42 TC Vert 58.0 0- 0- 0 58.0 14- 0- 0 .69 .53 3 5555 .53 .41 .41 .S4 .54 BC Vert 728.3 0- 0- 0 728.3 14- 0- 0 .53 4 5710 .54 .42 .56 FE+ Fl7d'1= CSI 4EB FCI2CE CK 2-7 2184 .44 4-8 -2554 .15 2-8 -2554 .15 4-5 2184 .44 3-8 5358 .82 I -V -Y. LI==CII (soh) • L/559 1111.04 7-8 (ISVE) L= -.11" Ek- -.10" T= -.21" =--_= Joint Irraticim ====_ 1 0- 0- U 6 0- 0- 0 2 3- 6- 0 7 3- 6- 0 3 7- 0- 0 8 7- 0- 0 10- 6- 0 9 10- 6- 0 5 14- 0- 0 10 14- 0- 0 HOMEWOOD ® TRUSS 4445 !:.rthpa rl Ur., Glu Spring,, C(> W1i�17 Tp5.0 Version 06.05.99 3-6-0 1 3-6-0 1 3-6-0 1 3-6-1) 1 3-6-0 7-0-0 10-6-0 14-0-0 7 -II -0 7-0-0 2-1'I.l'ti 1 2 3 4 5 REQUIRED I 5.00 -5.00 5-7 6 7 x 9 111 3-63-6-0 3-63-6-0 3-6-0 3-63-6-0 3-6-1) 7-0-0 10-6-0 14-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. Job Name: IHC/CAMPOS PLAN 1970 Truss ID: E1 WARNING Rend all notes on this sheet and give a coj�v of it to the Erecting Contractor. Thi, do.ign is foram individttd building c,lmp,mcm. II Itis been b:,.wd un specificalinns prnvidcd by dlc cunlpuncnt ntuudacturu :md June in accordance with the currcm versions of 'I'I'I and APPA deign s1:md:u'Js. Nu re,pnnsibility ix assumod lur dimensiured acewacy. Dimensions are w be verified by the cumpunent m:uud:icnu'cr imd/or building designer prior w L`Iln'ication. The building dcsignn'slcdl a,ccnain llut the hods ulilizcd un Ibi, deign meet or exceed the I(ciding iml sed by the local building code. It is w%sunned Iled the top chord is lwendly braced by the ruin or f luor sheathing :md the hunnm chord is L•11crAly braced b),:, rigid sheathing ne11crel direcly :mached, unless olbctwise nmcd. Illacing shown is fur U,,nd ,uppon of cm)puncnts n)cuhhers only w reduce buckling Icnglh. This cunynnhom shall nil be planed in auy cuvironnicnl 111:11 will cause the nwisture commit of the „ix,d exceed 197 :md/ur cause cunnedm' 14:11e col'l'usion. Fabricate. handle, instil :old brace illis lllhss in :¢an'd:uhce with the I'ulluwing ,t l&wds: "IRI IIt ONI :\9ANI IAI.', by TIAINw:l, '011ALITY ('()N'I'R(hl. STANDARD Ful, METAI. H A'I'li ('ONNEC FI) \VIIUD TRI ISSES' - (()S'I'-xx), 'Il.\NULLN(i INSTALLIN(I AND BRACIN ; NIFTAL PLATE CONNECTED W00I) TRUSSES' - (11111-91) :md 'IIlli•91 SUb4MeVtY S1II'.li'I" by'I'I'I. 'I'hc'I'nls, I'L•11c Instiu11e ('I'I'I) is lucalcd w 583 D'Onufrin Drive, Niadisun, \Viscnnsin 53719. Tlie Amoic:m Purest and Paper Aswcc11iu11 (API'AI is located :11 1250 Councoicut Avc, N\V, Ste 2M, \Vasllinglnll, DC 21X)36. 4-0-13 tifill, 10-3-15 769 �ffj -6 L 03 i�-v A ILDING D 2 Drw TBF: 36.7 Ch1c: BW Dsgnr: TM #LC = 9 TC Live 20.0 psf TC Dead 9.0 psf BC Live .0 psf BC Dead 8.0 psf TOTAL 37.0 psf 10/26/99 Scale: 5/16" = 1' 0099299063-014 WO: J178 Customer Name: IHC DurFacs L=1.25 P=1.25 Rep b1br Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dail Ratio: L/240 7C: L(/240 job Name: IHUCAMPOS PLAN 1970 Truss ID: E2 Qty: 2 Drw d ERG X -IDC F0CT SIZE P.EQ'D TC 2x-4 EFL '1 Plating spec : ANSI/TPI - 1995 'This desi. 1)ased ni d=d hracirg applied 1 0- 1-12 518 3.50" 1.50" BC 2r-4 EFL #1 'THIS CZSI(V IS THE CLTTCSITE r&=T OF per the follouisg sd ile: 2 13-10- 4 666 3.50" 1.50" l•EB 2x4 EFL SINUA D PMTIPLE LOAD CAS25. max O.C. faun to SS sheathing sad the bouum chord is Luei:dly bn,ccd by a rigid sheathing mwerLd directly auached, mol ss otheneise noted. lit:uing shown is for Liter -al 'Phis PLATE VALIJt.S FER ICEO Fem4 ,l REFCI7I' 4,',1607. 204UM Fd�xTIItFMEN1S eho a -t are based CIVLY BC 1.20.0" 0- 3- 8 4-10- 0 TC FCFSE 1021 El a) CSI ITJIE: Plates hwre been sized for dbigi a-1 the trlass naLeria1 at ead, baanrg. BC 120.0" 9- 2- 0 13- 8- 8 1 -1716 .35 .40 loads aily. It is the fabricator's PLATIN; B�SFD CN CREEK U14BER VALLICS. LIPLIFP REALTICN(S) • Desi Spec UBC -97 4n P .05 2 -1716 .40 SitEE ' bs•'I'I'I. The Tniss 11bic Instiunc ('1111) is luc:ucd :,t 50 D'Onofrio Drivc, iMadisoo, Wisconsin 53719. The Anlcricmi Forest and Paper ribility to ao== for l-mrllirg This truss is desigrr=l using the m4axrt 1 -118# TOTAL 37.0 ps f .05 .35 fa<t� in t} ->e sizi.ng of plates. LW -97 �. support 2 -1714 BC FUKE ;*21 au) GSI Bldg El -,closed = Yes, a -A 2rne = Yes 1 1556 11trrlcane/O em Line = No, Categary = C .24 .18 .42 2 1596 Bldg Isar I = 50.00ft, Bldg Wsdth = 47.00ft, .24 .18 .42 hl-aan rco 1 -eight = 5.62ft, Mr -H = 75 F- r= CSI VES FCRCE CSI (lassificatim = 4, D.:ad Load'= 14.0 psf 2-5 5C4 .37 1•F_Z LE11EX.TIC11 (s -an) ' Lp'S55 DI I•la-i 5-6 (LI -VE) 1,= -.US" D= -.08" Z` -.18" ----= Joint Layitiau 1 0- 0- 0 4 0- 0- 0 7-0-0 7_0-0_t 2 7- 0- 0 5 7- J- 0 -1 3 1.1- 0- 0 6 14- 0- 0 7-0-0 14-0-0 7-0-0 i 7-0-11 1 2 3 F 5 00 3-5 -75.001 4-0-13 tifill, I0-3-15 0_ 3.00 -3.00 0_{ 6-8-8 2_(�0 1 14-0-0 4 7-0-0 5 7((1-0 r'•3.ADIN6G® 7-0-0 14-0-0 J0610'/03 A V Truswal Systems Plates are 20 ga. unless shown by "1811 (18 ga.) or 0/1126/99 TYPICAL PLATE 1-3 "H" (16 ga.) , positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. Scale: 5/16" = 11 Job Name: IHC/CAMPOS PLAN 1970 Truss ID: E2 Qty: 2 Drwg: C099299063-015 WARNING !tend all notes on this skeet and give a cot>.v of it to the Erecting Contractor. TBF: 32.7 Wo: J178 ® This design is for an iodividsd building compunem. h Iuis been b:,sed on specifiewions provided by the compoutnt m muf cturer and dune in Chk: BW Customer Name: :,ccortbocc with the current versions uf'IT old APPA design siwidnrds. No responsibility is assumed for dimensiomil accuracy. Dimensions are to be Ds : TM #LC = 9 IHC vrriucd by the component immof.murer wad/or building designer prior to fabri"itiou. The building designer shall ascertain that the hods milized oo �� TC Live 20.0 psf DurFaes L=1.25 P=1.25 H OM E W OO D illi, design meet ur exceed the Iwding imposcd by the local building coda. h is assumed that the top chord is Liter -Aly bt:tced by the roof or floor SS sheathing sad the bouum chord is Luei:dly bn,ccd by a rigid sheathing mwerLd directly auached, mol ss otheneise noted. lit:uing shown is for Liter -al 'Phis TC Dead 9.0 psf Rep I4br Bnd 1.15 suppon of cumponems members only m reduce buckling lengib. cmnpouem shall nut be pL,ced ill wiv environment than will cause the moisture coomu of ilio wood exceed 197 :md/ur cause connector, pkue corrosion. 17:,bric:de, lumdie, iostall.wid btacc this ❑ztss iu accordmice with the following BC Live .0 psf O.C.Spaeing 2- 0- 0 -I'ru�•+al 5)•s,�ws - ttoLrad,. „u::onLpark [Jr.. r:cd., sprigs, CO sufi7 au,ndrds: "fK11tiC0�1 MANN,\L', by'll'usw:,l, '(lI1Al.l'I'Y CUN'IRC,I. STANDARD FOR NII I'AI. PLATE C ONNECITI) NVOOD TRUSSES' - ((1S'I'•><it), 'l1ANULWG INSTALLING AND IIRACING N41•:1'Al. VLATE CONN6C"I'M \V00D'I'RItSSl;S' - (11111-)I):md '11111-)I SlININIARY BC Dead 8.0 sf P Desi Spec UBC -97 4n P SitEE ' bs•'I'I'I. The Tniss 11bic Instiunc ('1111) is luc:ucd :,t 50 D'Onofrio Drivc, iMadisoo, Wisconsin 53719. The Anlcricmi Forest and Paper A_fl Ratio: 1t/240 'IC: 1{/240 Tp5 . 0 Version 06.05.99 A18UCCdtOn (APPA) is located ai 1250 Connecticut Ave, NW, Sic 21x1, W:uhingmn, DC 2(x)36. TOTAL 37.0 ps f job Name: IHUCAMPOS PLAN 1970 Truss ID: E2D Qty: 1 Drw 300236-005 EM X -LOC FGALT SIZE RE12'D 1C 2x4 LFL #1 Plating spec : PNSI/,IPI - 1995 I 'This deer�l based on dxnd brae ng aFplied 1 0- 1-12 518 3.50 1.50" BC 2x4 EFL #1 'THI S IFSICN IS UE CUV[F1Srm IES(II,T OF per the following edhedde: 2 13-10- 4 666 3.50" 1.50" WEB 2x4 LFL SD44DAfiD NLILTIPLE LOAD Q4SM. nix o.c. from to Truswal S •stems - Colorado 4445 No�parl Dr., Colo Springs. CO 80907 content of the wood exceed 199 and/or cause connector plate corrosion. Fabricate, handle, install and brace this cuss in accordance with the following standards: 'TRUSL'OM MANUAL', by'frusual, 'QUALI'T'Y CONTROL STANDARD FOR METAL I'LA'T E CONNECI'8D WOOD TRUSSES' � 188 HANDLING INS'rAl..i_ING AND BRACINU METAL PIA'rE CONNECTED WOOD'TRUSSES' - 1119-91 and '1118-91 SUMMARY BC Live .0 pe f BC Dead 8. 0 psf O.C. Spacing 2- 0- 0 Design Spec UBC -97 PLATE VALLES PER IBO IMM*KH I E F2 #1607. BFARM FtEIXIREMENTS shoat are based CNIX BC 120.0 0- 3- 8 4-10- 0 1C FaILE AXL END CSI 1 -UM: Plates have been sized for daBign on the truss material at each bearing. BC 120.0" 9- 2- 0 13- 8- 8 1 -1878 .05 .35 .40 loads only. It is the fabnicatcr's PLATM BASED CN GZMN LLI+IEE2 W1111.3. LIPLSFr RIEACPICV(S) : 2 -1878 OS .35 .90 rihility to accctatt for lh>andlirg + + + + + + + + + + + + + + + + + + + + + + lbs drag lead lied I VAAX]rt 1 -118# 2 -171# in the sizing of plates. Designed for 1.1 K siWart BC I= AXL l� GSI This truss is designed usirg the -x evenly along the top dd to the 1 2067 .29 .17 .47 LBC -97 Cade. e ea. bearing (unless notes, fly 2 2067 .29 .17 .47 Bldg Enclosed =Yes, End Zone = Yes with dead + 0 % live loads. D.F. = 1.33 Hhrrncane/Ocean Line = No k i - C H riz. reaction = 1.1 K lbs. ea. bearing. I+FB I = CSI 4FB P�tCE CSI Bldg Is�1h = SO. o0ft, Ell Width = 4 7.00ft, Canhectial (]x otlherB) oust transfer ecFaal 2-5 1091 .42 f4?an roof height = 5.62ft, MPH = 75 load to each ply (or add -ah) sha+n. Cl- ificatia•1= 4, FLidLoad = 14.0pef ++++++++++++++++++++++ , IW. LEFF.EMCN (t;r-in) • L/959 IIIIC4 5-6 (LIVE) 1, -.12" Ik -.10" '1- -.21" = Joirt Lccatirns = 1 0- 0- 0 4 0- 0- 0 2 7- 0- 0 5 7- 0- 0 7-0-0 7-11-0_1 3 14- 0- 0 6 19- 0- 0 7.11_0 14-0-0 7-0-0 t 7-0-0 1 2 3 F 5.00 3-5 3-2-15 I0-3-15 0_ 3.00 -3.00 0_ 6-8_H t 6-8-8 II 2-0-0 1 A It It 4-0-13 SHIP 10-3-15 4 5 6 f�a 3ILDING OF 7-0-0 7-0-0 7-0-0 14-0-0 �'°" g�1P R E t. ,; TYPICAL PLATE 1-3 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false f frame plates are positioned as shown above. I 10/27/99 Scale: 5/1611 = 1' Job Name: IHC/CAMPOS PLAN 1970 Truss ID: E2D Qty: 1 Drwg: C099300236-005 ' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. -. TBF: 34.7 WO: J178 ® H OMEWOO D TRUSS This design is for an individual building component. It has been based on specifications provided b the component manufacturer and dune h( g g P P P Y P accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer shall ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code. It is assumed that die top chord is laterally braced by the roof or floor . sheathing and the bonom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for, lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture Chk: BW Dsgnr: TM #LC - 13 Customer Name: IHC TC Live 20.0 psf TC Dead 9.0 psf DurFacs L=1.25 P=1.25 i Rep Mbr Bad 1.15 Truswal S •stems - Colorado 4445 No�parl Dr., Colo Springs. CO 80907 content of the wood exceed 199 and/or cause connector plate corrosion. Fabricate, handle, install and brace this cuss in accordance with the following standards: 'TRUSL'OM MANUAL', by'frusual, 'QUALI'T'Y CONTROL STANDARD FOR METAL I'LA'T E CONNECI'8D WOOD TRUSSES' � 188 HANDLING INS'rAl..i_ING AND BRACINU METAL PIA'rE CONNECTED WOOD'TRUSSES' - 1119-91 and '1118-91 SUMMARY BC Live .0 pe f BC Dead 8. 0 psf O.C. Spacing 2- 0- 0 Design Spec UBC -97 Tp5. 0 Version 06.05.99 SIIEET' by'1111. The'Tnnss I'Lue Institute frvi) is located at 589 D'Onofrio Drive, Madison, Wisconsin 53719. 'The American Forest and I'aper Association (AFPA) is located :u 1250 Connecticut Ave, NW, Ste 2R), Washington, DC 20016. TOTAL 37.0 psf Dafl Ratio: L4/240 7L: L/240 job Name: IHUCAMPOS PLAN 1970 Truss ID: E2F Qty: 1 D6 : C099299063-01 6 Bw X -ICC RPRCT SIZE RE12'D 7L 2x4 DFL #1 Plating spec • PNSI/IPI - 1995 'This cash r based ar drwd bracing applied Custco ner Name: 1 0- 1-12 630 3.50" 1.50" BC 2x9 EFL 41 'THIS EFSIQQ IS THE CQ4ICt51TE REKLT OF per t1e fo110 itzJ sdx-3drle: serified by the component nutotifacuoer and/or building designer prior m fabrication. The building designer slcdl ascertain that the loads utilized tun 2 13-10- 4 778 3.50" 1.50" 4iEB 2x4 EEL SI'X,ID M TIPLE LOAD CASES. max O.C. fruit to this design meet or exceed the loading imposed by the local building code. It is assumed th:a the top chord is Weally bhaced by the roof or floor sheathing and the bottom chord is L•acmlly braced by., rigid she: thing tnatercd directly auached, unless otherwise noted. llrtcing shown is for Wend (;3L BLK 2x4 EFL SM)AM BEARIM FOXIRFPIENIB s}zz n are based QALY BC 120.0" 0- 3- 8 4-10- 0 support of cumpnucnts members only to reduce buckling length. This compnnem shall nut be IA,ced io any environment tea will cause the moisture TC FCR22 -'}7, HN) CSI Rep bff�r Bnd 1.00 PL7jE VALLES PER IC97 P=*K I REFCIU ,",1607. ai the truss material at ead-i bearing. BC 120.0" 9- 2- 0 13- 8- 8 O.C.Spacing 2- 0- 0 1 -2152 .09 .49 .58 sunaLards: "1'I(USC(>.NI bIANI1.\L', by Trttswal, 'QUALITY CONTY01. STANDARD I:UI( ME I'AI. I'IA'1'li CONNL("ITT.) Nr(N)1) TRI ISSES, - Permanent bracd eJ is required (hy, ot}yars) to N=: Plate; have b -=n sized for & ign UPLIFT RI=-CI•I(S) • a QST -XX), 'IIANDLIN(i INSI'ALLIN(i AND BIL\(.:IN(i NIIf17V- PLATE C()NNIiCTED WOOI) TRIISSIN - (11111-91) aid Illlt-)1 SI INIMARY 2 -2192 .05 .95 .58 Desi Spec UBC -97 Design P prui sit retatini/tcrplu-g. See HTB -51 and loath arty. IL' is the fahricator's a4ax n:t 1. -61t D --fl Ratio: IV240 TC: IV240 Tp5.0 Version 06.05.99 A.wwLation (AFVA) is Inched at 125u Comiecticm Ave, NW, Sic'NX), WmIth gum, D(' 2tM .16. 1I15I/1PI 1-1555; 10.3.4.5 and 10.3.9.6. r xiuibility to acct uit for hm-dling oq:port 2 -5911 B:: FCKE r_/L 131D CSI Cable locks are 2x 4 n 16.0 in. o.c. I`W.. factcros in tle sizing of plates. 'This truss is &,signal using the 1 2050 .31 .25 .56 <It is assured that axe face of this truss PLATII•T BASED CN GZEEN LU4ER VAUES. UBC -97 Com. 2 2050 .56 < is sheat 3ed with plywood, CSB, wood board Bldg Enclosed = Yes, E1 -d 7a -)e = Yes .31 .25 < sidi g or 1mrdboard siding. If not, H(rricake/Oceaz Lire = No ET Category = C IER FCFam CSI 4EB F= CSI < additia-al leads must be mzsidered on Bldg Ija>gth = 50.00ft, Bldg Width = 47.00ft, 2-5 1152 .48 < tzar-ca-ii.ruaLs hearirzJ gables• bYali roofheigl-tt = 5.62ft, MPH = 75 I.1ay use ackgnt-e staples Ear gable blocks. Classification = 4, Dead Ectad = 14.0 psf 1•FY. EE FZTIad (span) Cable blocks neylateral bracing tae to wrath apPliaq co the face. See ----------ILIAD Q%SE #1 1M- ICV 105M ---------------- Dir L. PH L.Inc R.Plf R. Loc LI/IL L(7555 1V h1EI.1 5-6 (LTTE) L- -.12" T)= -.10" T= -.23" 7Yusrsls ssX�- ted gable hracirg detail(s) . Lateral leadin lire with tl-c dzrcls }m e TC Vert 58.0 0- 0- 0 74.0 7- 0- 0 IC Vert 74.0 7- 0- 0 58.0 14- 0- 0 .69 .51 Joint Irraticrs =---- rat b5an ocmidared unless noted otlerrrise. BC Vert 16.0 0- 0- 0 32.0 7- 0- 0 .00 1 0- 0- 0 4 0- 0- 0 'Nese loads and tleir asn-,=are the BC Vert 32.0 7- 0- 0 16.0 19- 0- 0 .00 2 7- 0- 0 5 7- 0- 0 responsibility of the building disigtrar. 7-117 -0 7-117 -0 3 14- 0- 0 6 14- 0- 0 7 -II -0 14 -II -0 3-2-15 3.5 I0-3-15 7 -0 -II i 7-0-0 1 2 3 r 5.00 3-5 5.00 4 3.00 -3.00 6-8-8 6-8-8 7_1t �_h 14-0-0 7-0-0 7-0-0 5 6 7-0-0 14-0-0 4-0-13 tillll' III -3-15 - S'r`pIt�- 74eV 4 A W CMZ n r Pr Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or ��106/99 TYPICAL LATE : 1-3 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. Scale: 5/16" = 1' Job Name: IHC/CAMPOS PLAN 1970 Truss ID: E2F Qty: 1 Drwg: C099299063-016 WARNING Read ali antes on this sheet and give a cow of it to the Erecting Contractor. TBF: 37.3 WO: J178 ® This design is for am iudividwil building component. It Icts been based on specificaimis provided by the component m:muf:tcturer:md dune io Chk: BW Custco ner Name: d acccy. Dimensions aro to be accurd:mce swith the current versions of'1'I'I and AFI'A design standard,. No responsibility is assumed for dimeosimcura Dsgnr: TM #LC = 9 IHC serified by the component nutotifacuoer and/or building designer prior m fabrication. The building designer slcdl ascertain that the loads utilized tun TC Live 20.0 pof DurFaes L=1.25 P=1.25 H OM EWOO D this design meet or exceed the loading imposed by the local building code. It is assumed th:a the top chord is Weally bhaced by the roof or floor sheathing and the bottom chord is L•acmlly braced by., rigid she: thing tnatercd directly auached, unless otherwise noted. llrtcing shown is for Wend ® TRUSS support of cumpnucnts members only to reduce buckling length. This compnnem shall nut be IA,ced io any environment tea will cause the moisture TC Dead 9. 0 puf Rep bff�r Bnd 1.00 "fru content of the wood exceed 197.:md/or c:mse connector IAoe corrosion. P:thricwe, hwidlt, iiwidl curd brace this mass io accordance with the following BC Live .0 pef O.C.Spacing 2- 0- 0 r••aI s>•�aaan - , ( ur.a a�as !:ort:pad: ,b, >springs, CO xu.an sunaLards: "1'I(USC(>.NI bIANI1.\L', by Trttswal, 'QUALITY CONTY01. STANDARD I:UI( ME I'AI. I'IA'1'li CONNL("ITT.) Nr(N)1) TRI ISSES, - a QST -XX), 'IIANDLIN(i INSI'ALLIN(i AND BIL\(.:IN(i NIIf17V- PLATE C()NNIiCTED WOOI) TRIISSIN - (11111-91) aid Illlt-)1 SI INIMARY BC Dead 8 .0 of P Desi Spec UBC -97 Design P SHEET' by'1'111. Thc't'niss I'Lac Institut ('I'I'I) is located at 5x7 D'(hudrio Drive, N adisoo, Wisconsin 53719. The American Forest stud Paper D --fl Ratio: IV240 TC: IV240 Tp5.0 Version 06.05.99 A.wwLation (AFVA) is Inched at 125u Comiecticm Ave, NW, Sic'NX), WmIth gum, D(' 2tM .16. TOTAL 37.0 pu f job Name: IHC/CAMPOS PLAN 1970 Truss ID: 12 Qty: 3 Drw : BR71 f -LOC RU�LT SIZE IT'D 'IC 2r.4 EFL #1 Plating qxc • P1SSI/I?I - 1995 UPLIFT' RErMCN(S) 1 -624 1 0- 1-12 225 3.50" 1.50" Ec 2i4 LEL nl THIS LLSICiq IS ME CIT4 CGITE RESCIlir OF suppcfft 2 -2611 2 1-11- 0 48 1.50 22 1.50" 1.50 1.50 13A'IE IAU.23 IER Icin RI`SL'/ l REIL17r 111607. I.IXE: Plates lwie be -,a -i sized for daaigi KE111PLE LCD Cl\SM. EFARIlq3 RE¢Iff1FME1V15 slnaz are based CNLY s>lc mt 'This truss is dssi99iYA ushiJ the 3 1-11- 4 TRUSS loads a1y. It is the fabricator's am the at each bearii LBC -97 Coon. Ir FMCE I*L 13 F) CSIrespons upport of componems members only to reduce buckling leuglh. This compunew shall nut he pLtccd in any covirorimem will emtse 1113 uwismre a ibility to acnntt for hatrllug Tocatiah of interims hxarisgs should l� Bldg a -claed = Yes, a -id Zai = Yes 1 -18 .00 .03 .03 BC Live .0 psf facts in dia sizit-Ig of plates. clearly trunked a1 each truss. Category Harrzcaie/Orem Line = No,tegory = C Bldg Iavdi = 50.00ft, Bldg Width = 47.00ft, 2 -1 .00 .00 Shin bearigs (if needsd) for req. stgjxa.t. InteriorsLF�t o teiper?ry shoatiT] nest 75 .00 PU,Mry B= CN GUN LUEER VP.LIFS. be in place before erectitg this truss. Irleain roof bight = 8.42ft, MPH = Cl.assificatiah = 4, Dead Tsxd = 14.0 psf EC FORCE _hL aZ CSI Asstk's,tion (AITA) is located at 1250 Connecticut Ave, NW, Ste 21X1, Nrashingum, DC 21X)36. TOTAL 37.0 psf 1 31 .00 .02 .02 0 .00 .00 .00 PF': Em=ai (spaii) ' L 955 II•I 1.194 3-4 (LIVE) LF .Ori" 1t .00" T= .00" Joij-r- LIJ.Atiolx' ===== 2-0-(_ � 1 0- 0- 0 3 0- 0- 0 1 2 2- 0- 0 4 2- 0- 0 2-041 2 F-5 00 �-11-11 2-0-11 3 4 2-0-0 2-0-0 "01IL Truswal Systems Plates are 20 ga. unless shown by 1118" (18 ga. ) or 10/26/99 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. OVER 3 SUPPORTS Scale: 7/8" = 1' job Name: IHC/CAMPOS PLAN 1970 Truss ID: 12 Qty: 3 Drwg: C099299063-0'17 WARNING Read aN notes on tris skeet and give a cohv of it to the Erecting Contractor. TBF: 5.3 WO: x178 ' ® This design is for :m iodividtetl building component. h lots been based un spccifieatiuns provided by the couynmem imoof.tourer and done in Chile: BW Custcmer Name: accurd:mce with the currem versions of'ITI and APIA design semdards. No responsibility is assumed fur dimensiotud :tccmacy. Dimensions are to be Dsgnr: TM #LC = 9 1"HC vn'.f ed by the component uumuCtcturer mid/or building designcr prior tut f-Aricmion. The building designer sludl ascertain th:d the hods utilized oo TC Live 20.0 psf DurFaes L=1.25 P=1.25 HOM E W O O D this dcsigu men or exceed the boding imposed by the local building code. It is assumed due file top chord is L•ocnd]3, Ilmeed by the roof or floor TRUSS sheathing and the bouom chord is Luetalh• liniced by a rigid sheathing imuerctl directly anached, unless otherwise noted. lictciug shown is for Literal® iluu TC Dead 9.0 Rep Mbr Bnd 1.15 upport of componems members only to reduce buckling leuglh. This compunew shall nut he pLtccd in any covirorimem will emtse 1113 uwismre psf courant of the wood exceed 191 :mi/or cause cutmector phne corrosion. I'ahricaw, IRutdle, install and brace this muss in occurd:mce wish the following BC Live .0 psf O.C.Spaeing 2- 0- 0 "frusuyl ti sicws - i:, L r.d Co x0:07 stambrd: "IRI ISCONI NANUA: , by Trosw:J, 'QUALITY CONTROL STANDARD FOR METAL PLATE CONNECTED WOOD TRUSSES' 44u N,-rmpsrk Ur.C,lo Sprigs. i"IiD NCO'I'KSSiS' - (11114-)I)ul'lllll-91 tilbINIARY- (QSTI xx), 'IIANDI.N6 INSTALLIMAND ItIL\CINtN11:1-Al. CON\IC BC Dead 8.0 Psf Design Spec UBC -97 SI II ET' by'1'I'I. The Tntss Plate Institute ('1111) is fuelled at 583 D'Unufrio Drive, bladison. N'iscoosiu 53719. The American 14n•est :md Paper D_fl Ratio: L/240 1C: L/240, Tp5. 0 Version 06.05.99 Asstk's,tion (AITA) is located at 1250 Connecticut Ave, NW, Ste 21X1, Nrashingum, DC 21X)36. TOTAL 37.0 psf job Name: IHUCAMPOS PLAN 1970 Truss ID: 14 Qty: 2 Drw : C099299063-01 8 EM X -IDC F0 -Cr SIZE FdDQ'D TC 2>-A DFL #1 Plating spec : ANSI/'IPI - 1995 UPLIFT RFAMCN(S) : 1 0- 1-12 258 3.50" 1.50" EC 2x4 EFL 1#1 'THIS MI(4 IS THE CalFWrIE RESLLT OF suit 1 -649 2 3-11- 0 90 1.50 1.50 I= VAUES PER ICBJ RESEWal BEFCIZT '41607. I4L=r- LCD CASES. %Reim 2 -534 3 1-11- 4 63 1.50" 1.50" NJIE: Plates have beets sized for design EEMM REIJJIRIT'lE S shomi are Used CNLY &A*crt 3 -25# Desi Spec UBC -97 Design P SI Ilii:1” by "I'I'I. The Tmss Pude lominnc ('I'I'I) is Iucwcd at 5x3 D'Oonlrio Drive, Madison, %Viscunsio 53719. The Amcric:m forest :md I.,yer De -fl Ratio: L/240 'IC: L/240 Tp5. 0 Version 06.05.99 loads- azly. It is the falszcator's on the truss material at eadi Izeari)r� 'This tniss is deigned using the TC R3KE 1*11 aL CSI ty to an)t fon- hm-dling I x isibilirm i Lccaticof interior bearings shazld be [PC -97 1 -42 .00 .12 .I) factors ii -i the sizing of plates. clearly marked on eadi truss. Bldg EYclosed = Yes, Axl 2ate = Yes 2 -1 .00 .00 PL=T11,Z PASED CN GREEN LLI.EM VALLES. Interior siippm-t or tatperary sharing rust H=Cane/Ccxan Lug = IbDV Category = C .00 I-,--i.n place before erecting this truss. Bldg Ies = 50.00ft, Bldg Width = 47.00ft, FiC KRCE t_ -Z, EPID CSI Mean roof I-eigl'it = 8.42ft, MM = 75 1 65 .00 .12 .12 Classificatici = 4, Dead Lcad = 14.0 psf 2 0 .00 .00 .00 I'W E&-3-FXTTCN (spar) I,/555 Ill 1.04 3-4 (=) Ir- .00" D-- .00" T= .00" = Joins I rz �-r iab -== 1 0-0-0 3 0-0-0 2 2- 0- 0 4 2- 0- 0 2-I12 -0 2-0-0 1 2 00 2.5-4 3-11-0 -11-11 I-11-I—� iie6�i1' 2-0-0 3 1 2-U-11 �AP 2-0-0 `k . Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false 10/26/99 frame plates are positioned as shown above. OVER 3 SUPPORTS Scale: 19/32" = 1' Job Name: IHC/CAMPOS PLAN 1970 Truss ID: 14 Qty: 2 Drwg: C099299063-018 WARNING Read all notes on this sheet cord give a cony of it to the Erecting Contractor. TBF: 6.7 Wo: J178 , ®Chk: BW Customer Name: aceurdcc with the currcm versions uf'ITI wood APPA dcsign st it.Lwds. No responsibility is assumed fur dimensiortd awmacy. Dimensions are m be :m ver.ilcd by the compnncot m:urtt:rcmrer :md/or building designer prior to fabrication. 'I'hc building designer shall :tsecnain dnu the lards utilized un De TM #LC 9 s IIiC TC Live 20.0 pof - DurFacs L=1.25 P-1.25 H OM E W 00 D his design meet or exceed the larding imposed by the local building code. It is assumed dad the top chord is Lrterolly brand by the roof or Iluor shewhiug and the bottom chord is Luemlly braced by it rigid shcaohing trenerLd directly attached, unless whcnwisc anted. Bracing shown is for Wend ® TRUSS support of cumponems members only to reduce buckling lengrb. This cumpoocm slcdl nut be pLrced io :my environment dctt will cause the moisture TC Dead 9.0 psf Rep b1br End 1.15 'fruvml comem of the wood exceed IWX and/or c:m,c cnunector pkoc corrosion. Fabricate, h:mdle, instill wol brace this miss im aeconhmce with (tic following BC Live .0 pof O.C.Spaeing 2- 0- 0 n).1 -k - Cid." r �aas::,nl.ps,Lur..c:,l"Sp,i„g,,cnxrr.n sc,ndards: 'TRIISCO.M .10ANIi,V.', by '11vsu:,1, 'QUAI.I'I'Y CONTIMI. STANDARD FOR NIFTAI. PLATE r'ONMiC:'I'hD WOOD TH OSSES' - .. 'IIANULW(i WS'I'AI.LWO AND RItACIN(. MI:I'AI. I'I.A'I'li (:ONNF3r.l'I:D N'OOD'I'I:USSIiS' - (IIIIS-JI):md'lllli-'ll SUMMARY BC Dead 8.0 of P Desi Spec UBC -97 Design P SI Ilii:1” by "I'I'I. The Tmss Pude lominnc ('I'I'I) is Iucwcd at 5x3 D'Oonlrio Drive, Madison, %Viscunsio 53719. The Amcric:m forest :md I.,yer De -fl Ratio: L/240 'IC: L/240 Tp5. 0 Version 06.05.99 A.,occ tion (AI•pA) 6 locar<J :u 175(1 Conncoicm Ave, NW, Sic 2M. M.,biogtoo, U(' 21)(196• TOTAL 37.0 pa ob Name: IHUCAMPOS PLAN 1970 Truss ID: 16 Qty: WARNING Read all (rotes on this sheet (aid give a copi, of it to the Erecting Contractor. 2 Drw : 9063_- ER3 X -LLC RE4CP SIZE REQ'D 'IC 2x4 EFL #1 Plating spec : ANSI/rPI - 1995 Chk: BW UPLIFT MkCPICN(S) 1 0- 1-12 258 3.50 1.50 13C 27/A DFL, #1 THIS LESIQV IS TI -]E CaIPCS1713 RESULT OF stwport 1 -47# 2 5-11- 0 134 1.50" 1.50" PLATE VAUES PER ICBG RESE71-i2CH RaKRr 141607. V=TPLE LOAD CASES. TC Live 20.0 psf a>Zjpcit 2 -79# 3 1-11- 4 135 1.50" 1.50" I,=: Plates have brEen sized fcr design EEPRIIG RQiIJfftE14ENIS dio n are hasad CNLY shauhing :md the bouom chord is Laerally braced by a rigid she:nhing material directly :ueuhed, unless otherwise noted. Ihacing shosyn is for Lue:d stgpmt 3 -71# loads ably. It is tl-e fahricatar's az the truss nete2-ial at each I arircJ. TC Dead 9.0 pef IM21NIAL. I=ICN(S) : TC FCRCE A'U, EIV CSI regxroibility to ac= n'tt fcr handling Locatim of interior beariahgs should be O.C. Spacing 2- 0- 0 suppcut 1 10611 1 -68 .26 .26 factum in tl-le sizing of plates.clearly rim+jad ah each truss. suppxnt 3 1064 .00 2 -1 .00 .00 .00 PLAIT113 az SED a`I ci;m`I LLI'•EER 1'iteTrcr sq:jx t cr telporary shcch-g im st SHEET' f' by TH. The Trnss I'Ldc Irwitutc (TH) is locoed :it ix? D'011"1'rio Drive, Madison, \Viscnnsin 53719. The nincrimri Purest and ('ape' This truss is d331gtbd ash -9 the LL -n Ratio: Lt/240 7C: 1./240 Tp5. 0 Version 06.05.99 be in place before errztvrg this truss. TOTAL 37.0 psf UBC -97 Ct>de. FC I= i4 fl9D CSI Bldg Drlozed = Yes, Ehd 2caY = Yes 1 106 .00 .30 .30 1i=care/0oaan Lam = No , Ewa CatEgc y = C 2 0 .00 .00 Bldg Length = 50.00ft, Bldg Width = 47.00ft, .00 Mean rcof height = 8.42ft, MPH = 75 I.1 Y. LFII TIad (qan) Classifical-icn. = 4, D --ad Load = 14.0 psf I�/999 nl1•0/1 3-4 (LXVE) - -___= Jcirt Lr�;ticrs =_- - 1 0- 0- 0 3 0- 0- 0 2 -II -0 2 _- 0- 0 4 2- 0- 0 2 -11 -II I 2 5.00 2-9-13 T3-7-11 2.5-4 1-1-15 SF IP 10-3-15 1 f E S104, P�cpP 5-11-0 .692-0-0 aliTT 6'30 03 3-11-12 ►',.OILUING �P 2-II2 -11) APPI� 2-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or 10/26/99 "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. OVER 3 SUPPORTS Scale: 15/32" = 1' job Name: IHC/CAMPOS PLAN 1970 Truss ID: 16 Qty: 2 Drwg: C099299063-019 WARNING Read all (rotes on this sheet (aid give a copi, of it to the Erecting Contractor. TBF: 8.0 WO: J178 ® This desieu is for :m individiLd building cumponcot. It luts been based on speeiliauimis pruvidcd by the compuucm m:umfacurer will done in Chk: BW Customer Name: a,Cwrd:mcc with the currem versions of 'I'I'I :md AFTA design smnd:u'ds. Nu responsibility is assumed for dimcusiomd :imirtey. Dimensions are ro be vcrilied by the component n irtif.tcmre• and/or budding designer prior to fabrication. The building designer xlcdl ascertain that dre hoods milized un Dsgnr: TM #LC = 9 IHC ' TC Live 20.0 psf DurFaes L=1.25 P=1.25 HOME WOOD this desieu meet ur exceed the loading imposed by the local building code. It is :eisunted tico the top chord is Litcr-Aly braced by the roof or nn it- shauhing :md the bouom chord is Laerally braced by a rigid she:nhing material directly :ueuhed, unless otherwise noted. Ihacing shosyn is for Lue:d ®TRUSS suppun of annpimems member only w reduce buckling length. This component slell not be pLtccd in :my cnvirunmeut oleo will cause the moisture TC Dead 9.0 pef Rep Mbr Bnd 1.15 comem (if the wood exceed 19%..:md/or cause connector phic corrosion. F:tbricwe, ILmdk, insmll :md brace this miss in accord mcc with the following BC Live .0 psf O.C. Spacing 2- 0- 0 1'riiv-1 Sret.nis • C:;dor:d:' 4445 !:oohlr ,L W.. C.dn Springs. cu 8190 sundards: "I'RIJSC(y,M MANUAL: , by Tmsmd, 'QUALITY CONTROL S'T'ANDARD VUR iNIHTAI. I'LATF CIONNI'C'I'Ia7 \VOOD TRUSSI-.S' - (QST -XX), 'IIANDLIN(i INSTALLING AND GRACING MI TAL 1'I.ATIi CONN'EC:I'IA) WOOD'I'RDSSFS' - (ILIO -')1) and'lllli-JI MINE IARY BC Dead 0.0 sf P Desi Spec UBC -97 Design P SHEET' f' by TH. The Trnss I'Ldc Irwitutc (TH) is locoed :it ix? D'011"1'rio Drive, Madison, \Viscnnsin 53719. The nincrimri Purest and ('ape' LL -n Ratio: Lt/240 7C: 1./240 Tp5. 0 Version 06.05.99 n sucLoimt (A]TA) is (mated at 1250 Connecticut Ave, NW, Ste'-'1Xt, Washington, IN.; 2(X)36. TOTAL 37.0 psf job Name: IHUCAMPOS PLAN 1970 Truss ID: ] t OCQty: 1 Drw EG Y. -IDC RUACT SIZE REQ'D TC 2c4 DFL #1 Plating spec : AIVSIIMI - 1995 UPLIFT REP.CTICN(S) : 1 1- 5-12 470 3.50 1.50 BC 2x4 LFL #1 'THIS LESICN IS TiIE CUvT-C4rIE REKLT OF Support 1 -2514 8- 0-12 443 1.50" 1.50" PLATE VAII.FS PER IC130 ZM*ZM REPJC ,#1607. NELLTIFIE LOAD Q%SES. support 2 -300# 3 9-11- 0 66 1.50" 1.50" 1 oaA-d for 10 P.SF tnrocrzur art PCI , BFARINT' R90312EME M s ximi are based CNLY 944xrt 3 -924 4 7-11- 4 67 1.50 1.50" NVIE: Plates have been sized for design ai the truss naterial at each b», ' IMIMVPAL FZTCrICN(S) r sumd:u'ds: "fRUSCOM NIANUAL', by'I'nrsw:d, 'QUALI'T'Y CONTROL. S'T'ANDARD FOR N11"I'AI. I'LAI CONNGC'ITI) \YOOD'I'R(ISSI-'S. - loads a-dy. It is tla fabricator's Iecatia-t of i.nteri.or bear�-as SIM tx agport 1 18141 71= FCt LE ATT, EtZ CSI SI II3'T' by'1111. The Timis I'Loc lostittuc ('I'I'I) is lowied :n 583 D'Ouofrio Drive, Madison, Wisconsio 5.3712 The Antcrricut purest wid Paper it Do-isibility to acocunt for handling clearly 1rarlced on eadi truss. mjjx �t 4 181# 1 -191 .01 .50 .52 TOTAL 37.0 psf factors in tl> sizit>3 of plates. 7aiteris styppatt or tetparary sl=ing nrtst this truss is designed using tlie 2 -78 .00 .50 .50 PL;TII•I; PAA) ar GzEEa Iu•»x \ am- be in place before erecting this truss. U)C-97 Occle. 3 -1 .00 .00 Bldg Enciceei = Yes, EYO Zane = Yea .00 I.111'Y'1a�Y/Qxar3 Lane = No , PT Category = C DC F+gcCF A`3., END CSI Bldg La-rj h = 41.00ft, Bldg Width = 60.00ft, 1 181 .00 .32 .32 Net roof 1 ricer = 19.67ft, MFR = 75 2 181 .00 .19 .19 C -9a ifi.catial = 4, Dead Tend = 12.0 psf 3 0 .00 .00 .00 I•fi;': LEiI.=CV (span) Lt/599 IIII-EI.1 3-4 (LIVE) L� -.03" D= -.03" T= -.06" --_= Joirrc Tor-riazs === 8414) 1 0- 0- 0 3 0- 0- 0 2 8- 0- 0 4 8- 0- 0 I 2 4-5-13 Z0-3-15 22-0-0 1-1i- 1-12-1 3 4 K-11-11 x-04) 3-7-15 �ioiLDIN Tru "V swal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or (16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. OVER 4 SUPPORTS Name: IHC/CAMPOS PLAN 1970 Truss ID: 110C Otv: 10/26/99 Scale: 5/16" = 3.' C099299063-020 ® WARNING Read all notes on this skeet and ,dye a cony of it to the Erecting Contractor, TBF: 14.7 WD: J178 This design i, for :ut iodividtul building cumpooew. h tuts been based nn specifications provided by the cumpunem m mufacmrer:md dune in Ch]e: BW Customer Name: :tcan'd:utce kith the currem versions of 'I'I'I :utd AFI'A design scmd:u'ds. No responsibility is aszuntcd fur dioiensiurul accuracy. Dimensions arc w be s•eriued by the etnnponenl in:muCtctnrer and/or building designer prior w fabricwhiti. The building designer slcdl ascertain 111:11 rhe ItxtdS utilized on Ds TM LC = 31 g� # IFiC HOME WOOD this design meet or exceed the herding imposed by the local building code. h is assumed tluu the top chord is Ltterdly brtccd by the roof or l'ItTC Live 20.0 psf DurFaes L=1.25 P=1.25 she:uhing lid the bottom chord is L11emily braced by.t rigid shewhinc rtutterLd directly attached, utticss wherwise t')[ oted. Iiricing shown is fur Lie]. ® TRUSS suppon of components members only m reduce buckling length. 'Phis cumpunem sludl not be pLtccd in:uty covironmcnl tlett will cause the nutismre TC Dead 9.0 psf Rep Mbr Bnd 1.15 'I'r Content of Ilte wood exceed 197, wi&r cause councuor pL11e currusiuu. I'abricnm, lumdlc, install :ntd brace this ttnss in :tecordmice wish rhe following BC Live .0 sf P O. C. S aein 2- 0- 0 P 4 sus! ti> saaus - Colnrd`' ,au :<on1 park, Dr.. Col„ Springs. CO xoxn sumd:u'ds: "fRUSCOM NIANUAL', by'I'nrsw:d, 'QUALI'T'Y CONTROL. S'T'ANDARD FOR N11"I'AI. I'LAI CONNGC'ITI) \YOOD'I'R(ISSI-'S. - (QST-xx), 'IIANDLINO INtiI'AI-LWci AND hltn('INe� M1�1',V. PLA'I'N c•oNN1:c:'r1:n \vuou'rp.11ss1s• - (IIIIS-91):md'lllll-91 Slrb•bNle\I:Y BC Dead 8.0 psf Design Spec UBC -97 SI II3'T' by'1111. The Timis I'Loc lostittuc ('I'I'I) is lowied :n 583 D'Ouofrio Drive, Madison, Wisconsio 5.3712 The Antcrricut purest wid Paper EL -n Ratio: L/240 TL: L/240 Tp5. 0 Version 06.05.99 Assuckttioo (APPA) is Iocwed :11 1230 Cunncoicut Ave, N\V, S1e'2M, \Y:tshiogtun, W: ?(X)36. TOTAL 37.0 psf EC FCKE XXL END CSI 1 32 .00 .14 .14 2 0 .00 .00 .00 i•R1.IuIt7- C11 IEr,=) -w •1 D= -•(l=4 T - 07 --__= JoirII: Lccar ia-s ==--= 1 0- 0- 0 3 0- 0 0 8- 0- 0 4 8- 0- 0 Truss ID: 12 Qr, Plating spec : PNSIMI - 1995 THIS imsicN IS li-E mn~ asrm R13= OF 1U.:ITPLC LA4D C7\SM. Ia:FRIfr' RurJJLRELN:NC3 cl-rvn are ))steel CNLY ' ah tbr- trusu arterial at each b arirg- Locaticri of interior bearirgs Q uld be clearly narku-d on each truss . Interior s gVm-t or taiLxnarY slrn-h-G nest be in plac=e before csrstire this truss. I3 mI3 BX-cM CN CIZEFN LUEER VAUES . 1 D K -0-(I 8 -0 -II . UPLIFT RE2ICITCN(s) : stgopaLt 1 -75,4r This truss is d='Agty-1 lui"i the U):-97 CtcL. Bldg I] Jobe l = Ymss, ITd Inc = Yes liuricati/OrGu1 L.itr = No , G-{) Cateyor)' = C Bldg Lerrit}1 = 50. 00ft, Bldg Width = 47. 00ft, r4 --an hoof l Light = 8.42ft, P•1L+i = 75 Classificatiah = 4, Dead Lrzarl = 12.0 psf IHC/CAMPOS PLAN 1970 job Name: E7 /-LOCFE7LT SIZE F�'D 7C 3c4 EFL nl 1 0- 1-12 2 1-10- 0 221 119 3.50 1.50 3.50" 1.50" BC 2;r4 EFL "1 PLATE W -Us LER ICED 1 L5 j FRCC 41607. 3 7-10- 4 73 3.50" 1.50" Lrxrded for 10 13F rrn-ocrr:urrertt EUL. 1rJIE:: Platen )brie sized for dicyh TC FCI!..E 7:2 HII) CSI leads enly. It is &e fabricator's 1 42 .17 .17 reepa-sibiity to aoD=t- for handling .00 2 -3 .00 .00 .00 factors in the si of plates. U 2-0-o Shim 1xaLil�s (if reed-ZU) req. sl RX t. EC FCKE XXL END CSI 1 32 .00 .14 .14 2 0 .00 .00 .00 i•R1.IuIt7- C11 IEr,=) -w •1 D= -•(l=4 T - 07 --__= JoirII: Lccar ia-s ==--= 1 0- 0- 0 3 0- 0 0 8- 0- 0 4 8- 0- 0 Truss ID: 12 Qr, Plating spec : PNSIMI - 1995 THIS imsicN IS li-E mn~ asrm R13= OF 1U.:ITPLC LA4D C7\SM. Ia:FRIfr' RurJJLRELN:NC3 cl-rvn are ))steel CNLY ' ah tbr- trusu arterial at each b arirg- Locaticri of interior bearirgs Q uld be clearly narku-d on each truss . Interior s gVm-t or taiLxnarY slrn-h-G nest be in plac=e before csrstire this truss. I3 mI3 BX-cM CN CIZEFN LUEER VAUES . 1 D K -0-(I 8 -0 -II . UPLIFT RE2ICITCN(s) : stgopaLt 1 -75,4r This truss is d='Agty-1 lui"i the U):-97 CtcL. Bldg I] Jobe l = Ymss, ITd Inc = Yes liuricati/OrGu1 L.itr = No , G-{) Cateyor)' = C Bldg Lerrit}1 = 50. 00ft, Bldg Width = 47. 00ft, r4 --an hoof l Light = 8.42ft, P•1L+i = 75 Classificatiah = 4, Dead Lrzarl = 12.0 psf I 2 5 0 T T - I_i_i3 2.5-4 I -I-13 I0 -3-I5 51111" Stphq�� �CQRpF A tic I - Ian tu 2-0-o 8-ao 061 W03 3 8-14) ggi (�� �rFOr''CAl1F�� p; }a1E�DING Y e .Ja �®V� Systems Plates are 20 ga. unless shown by "18"(18 ga.) or 10/26/99 Truswal H"(16 ga.), positioned per Joint Report. Circled plates and false OVER 3 SUPPORTS Scale; 1/2" = 1' frame plates are positioned as shown above. job Name: IHC/CAMPOS PLAN 1970 Truss ID: 12 Qty: 1 Drwg: C099299063-021 WARNING Read all notes on this sheet and give a col�v of it to the Erecting Contractor, TBF: 9.3 WO: J178 ® 'rbis design is fur wi indivithud building aoniumew. It has been based un specific;, inns provided by the component immuL•,emrcr:md June in Chk: BW Customer Name: accnrd:mce with the currem eerxiuns of 'I'I'I :mJ AI' I'A design semdards. Nu responsil,ility is :essumed fur din)cnsiottcd accuracy. Dimensions are w be Dsgnr: TM #LC = 10 .IHC ' HOM EWOO D vcrilieJ by the con)punent m:mul:,eturer:md/ur bung Jcsigncr prior w I:,hricatiun. The building le.,igucl- slcJI :,secretin dee rbc hods utilized nn de k 'ding imposed by the local building code. It is assumed Out the wp chord is Wei -Aly braced by the roof or flour TC Live 20.0 psf DurFaes L=1.25 P=1.25 TRUSS ® this design meet ur exceed shewhine and the b tom chord is L' renally br=aced by;t rigid shewlibig rrucrcd directly auachcd, unless ulhcnvise owed. Ihac•ing shown is fur buervl of cumpunems members only w reduce buckling Icngth. This compuuem shAl not he pLaced in any environment that will cause die moisture TC Dead 9.0 psf Rep Mbr Bnd 1.15 support c,nucmt of the weed exceed 197. and/or cause cunnewur phrtc currusion. I:,bricate, Icutdle, install arid hr:ace this uhtss in accurtLmcc with the following BC Live .0 psf O.C.Spaeing 2 0- 0 'I'ra•:•:;I s) ascus - Cad, r:,du COa,u7 s scw6rds: 'TIMSCONI MANUAL', by'I'rusw,'d, 'VI IAIATY CONTROL STANDARD FOR POE I'Al. I'I \TIS CONNI-EGI :I) WOOD TRUSSES' - BC Dead 8.0 psf P Desi Spec UBC -97 Design P �aa..„aZ,p„Lor• Sp,u,>;,, ((11''IIANDLWU IN3'I',V.LIN(f AND Isle\CINC. MICI7V. PI.A'I'li Cc)NNlit'I'IiD \1'Ur)D'I'ItU�SISS' - (Illls-91) and'11114-)I SUMMARY SI lEET' 6)''1'1'1. TIl,: 11l.%s I'Lee Instiunc ('I'I'I) is located w Src1 U'Unuli•iu Drive, �LuI suo, Wisamsin 53719. 'rhe American Purest and I':q,cr TOTAL 37.0 psf Defl Ratio: 1/240 TL: 14/290 Tp5 .0 Version 06.05.99 Assoccdion (AITA) is located at 1250 Cmmccticw Ave, N\V, lite 2w, W: shingwn, W; 2(14)16. job Name: IHUCAMPOS PLAN 1970 Truss ID: 12C Qty: 2 Drw : 99063-022 Bir. Y. -LCC RE7Lr SIZE REQ'D TC 2/4 EFL #1 platin spec : AMI/`IPI - 1995 LTUFr RE71CPIa9(S) : 1 1- 5-12 312 3.50 1.50 BC 27.4 EFL #1 'THIS =I(N IS ME CCMFOSM RESLLT OF 9-ppcwt 1 -246# 2 1-11- 0 44 65 1.50" 1.50" 1.50" 1.50" PLATE VALLES PER ICBJ RESEPRCFI PEFCRr #1607. 1 for 10 PSF rrn-ocmurr nt In 14CILTIPLE MAD CASES. EEARIN3 RIWIREMENIS shah are based CNLY support 2 -22;1 'This truss is designed using the 3 7-11- 4 BC Live .0 psf O.C.Spaeing 2- 0- 0 'I'ru,w al S,,i. Liu - tI:•Lr:.J„ cadsd . NJim: Plates have Iii sized for design c i the truss material at eadz b earii LEC -97 Ox]--. TC I- A\1. EM CSI 1OR136 only. It is the fahricatar's Location of interior 1xarL-rjs shcil.d Ix Bldg Ehclwad = Yes, U-0 Zcre = Yes 1 -21 TOTAL 37.0 psf >t3�xi-ibility to account for lianiiliurl clearly "(arIced at eadi truss. ILar caur/Ocean LAl = 13, ,tel' CatEsJcny = C 2 .00 -1 .00 .07 .00 .07 .00 tactors in the siziof plates. Interioro support teupa ary slicri.rg "List truss. Bldg La -o th = 41.00ft, Bldg Width = 60.00f1-, r, -m rood? height = 18.42ft, MPH = 75 Shi 1� baa(if needd) raq. s(4at. be in place before erecting this PLA= BASED CN GREEN LLPBER VAUES. Classificatim = 4, Dead Load = 12.0 psf DC FCR KIM EM CSI 1 31 .00 .18 .19 2 31 .00 .19 .20 3 0 .00 .00 .00 1•F -_Y If''ir'X71ai (spm;) L,/999 IIIIela-I 3-4 (LIVE) Lr= -.06" D= -.05" T= -.2-1" --= Joint T=t-ims =- 1 0- 0- 0 3 0- 0- 0 2 8-0-0 4 8-0-0 2 r 5.00 8-0-0 8-0-(1 2-0-0 km P: 06138;03- I * 4 K-(1-0 9IL�g^y ING t Truswal Systems Plates are 20 ga. unless shown by "18" (18 ga.) or 1 O/26/�� "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. OVER 3 SUPPORTS Scale: 1/2" = 1' job Name: IHC/CAMPOS PLAN 1970 Truss ID: 12C Qty: 2 Drwg: C099299063-022 WARNING Heal nth notes on this sheet tinct a eolly of it to the Erecting Contra .efor. TBF: 9.3 Wo: J178 ® ,,,hive This de.sien 6 fm -mi indi,•idicd building cmuynnhcm. It Ims been b:,srJ unsprcilicatiuns prmvidrd by ihc. comimmcm m:mul'actur:r: id dmue in Chk: BW Customer Name: accm,,U a with the currcm Versions "I T1'1 :md APPA design st:md:,nls. Nn responsibility is aaxumcd for dimcnsi,mal accm:,cy. Dimemsiu"s arc w be Dsgnr: TM #LC = 19 IHC ,•erilied by the component m:muC,ctw'cr mid/Lir building designer prim. m f.dwicdimn. The Imilding doiguor sh:dl ass•+Hain ilmi ilio hx,ds milizcd on TC Live 20.0 psf DurF'acs L=1.25 P=1.25 HOMEWOOD Chia design meet mr exceed the heeding inymsed by ilio lucd huilding ante. h is assumed ded lite top chord is laterally hr,eed by the nmol' mr flour Aicwhing :cod the bm"mnt chord is Luc"dIy biaced by :, rigid sheathing 11micri:d directly :coached, unless olhenvise noted. Itr;,cittg shown is 1'm- late"d ® TRUSS mylimn mr cumpunems members only m reduce buckling Icngih. This cmmpm icm slLdl mut be 1 ced iti:my em,irunmem it l ,sill carie the nmisturc TC Dead 9.0 psf Rep Mr Bnd 1.15 comcm of the wood exceed 197 :cod/Lir anise emmectur pLde arcrosimu. Fabricmc, ILnulle, inseJl :md br:,ce this iniss in accmnL•mec wiib 1he following BC Live .0 psf O.C.Spaeing 2- 0- 0 'I'ru,w al S,,i. Liu - tI:•Lr:.J„ stand:, rJs: 'TRI ISCu.bl MANIA).', by Trtisw:d, 'QIMLITY CONTROL STANDARD FOI( Mui PAI. I'LATE CONN6(:TI:D Wool) TW.ISSI"S' - 444s ., oL(wrL Lir.. C:do spring,. Cu suds i (QST -88), *1IANI)I.1N(i INSTALLING AND BRACING POEI'Al. HATE CONNECTED w(xm'rRl �sras' - (VIII -)I) and nn+ -)l SItIM.4RY BC Dead 8 .0 sf P Desi Spec UBC -97 Design P sill:1:1" by'1'1'I. The Tris I'L ie himim is ('I'I'I) is kw;,tcd at 583 D'f hwhim Diicc. \I:mlismn, Wisconsin 53719. The Ameiicmi F"rem :cod hgwr -----� L1_I'l. RaL-:io: l.y�.^'ll1.,/240 TpS . 0 Version 06.05.99 A.- Ldimn 6 loe:acd :,t 1230 ('unnecdeut Ace. NW, Sic 21lt), Washiugwu, DC2(X136. TOTAL 37.0 psf lob Name: IHUCAMPOS PLAN 1970 Truss ID: 14 Qty: 1 Drw : C099299063-023 $a' Y -LOC RE, SIZE REQ 'D TC 2x9 LFL #1 Plating spec : PNSI/TPI - 1995 UPLIFT REP.CTICN(S) • 1 0- 1-12 320 3.50 1.50 l3` 244 LFL nl TFLIS EL•SICN IS ITE CCI4KrME RMJT OF s�g79mt 1 -7711 2 3-10- 0 3 7-10- 4 125 77 3.50" 3.50" 1.50" 1.50" PUDE VAL L13 FER ICRC AL-muniEiE3{%tI' ,-,1607. Lrsacis% for 10 P3F rni-aahctu-rerA_ BCIL. F IGIZPLE ].ASD CASES. BEAPJ11G RL7xIIREr-UI1S s)-nei are based Cr]LY stglDmt 2 -5711 'Ilhis t)uss is kwd-i-.J Ili TC Dead 9.0 Rep Mbr Bnd' 1.15 ® support of components mcmbn•s only to reduce buckling length. This cumpuucm shad) nut be pLtccd io any ctrvirunmem that will cause the umismro IrjIE: Plate lace beech sized for da.icyi a -i the truss nsterial at eadi lxar:i.rcJJ. UDC -97 Ctdz. TC IT -,CE Pn H -ID CSI "I'rma:l :>•atcuo - t:.•bard" loads only. It is the fabricator's Locatiarn of interior harm-igs shaald lie Bldg Flnlasecl = Yes, Did Zat = Ye -SQA 1 46 (QS'I'-ISIS), 'IIANDLINO INSTALLING AND IWACINu Mlil'AI, 'LATE CONNE("1'I?D �uR)D 'I'RLSSIiN' - (11111-91) wid '11111-91 SUMMARY BC Dead 8.0 sf P Design Spec UBC -97 gn P rc a�sib>lity to accourff fcrc hatziling clearly nL�rkcri ah each truss. Fitmcxi,z/Oxath Li» = Nc L catagcuy. = C .00 2 -3 .00 .22 .00 .23 .00 TOTAL 37.0 psf facts rah the siz, of plate. nhtea-ior agjpc>rt or td,pa ary shoring ttust hefine this truss. Bldg Ix=2-q lh = 50.00ft, Blc1j Widtlh = 47.00ft, I li roof 1>zig1V = 8.83ft, hiHl = 75 51 -din b= rqs (if r�kxl) f� req. su-port. be in place emoting PLAYM PISSED CN GtEEN urUx VPIJLS. Classification = 4, Dead Load = 12.0 pef EC FCRM AM a•ID CSI 1 70 .00 .17 .17 2 0 .00 .00 .00 I -W. DFLECnaI (span) 1,%555 III I-TI.1 3-4 (LIVE) LF -.0; r� -.05" T= -.10" 1TJour- Lz atia-is -= 0- 0- 0 3 0- 0- 0 b-0-0 4 8-0-0 fi-(1-11 1 N -Il -0 2 5 00 2-0-0 3 I LTTE 0 i'"t-OILDING DE 2 2 69 * 6/30/03 JVIL A OF CgL1F��\e APPR , N/ svV.'al Systems Plates are 20 ga. unless shown by "18" (18 ga.) or ' 0/26%99 (16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. OVER 3 SUPPORTS Scale: 1/2" = 1' job Name: IHC/CAMPOS PLAN 1970 Truss ID: 14 Qty: 1 Drwg: C099299063-023 WARNING Read au notes on this sheet and give a conn of it to the Erecting Contractor. TBF: 10.7 WO: J178 ® This design is for am individtcd building eomponctu. 11 has been based un specificaliuns provided by the cumponetu tn:uudacwrcr and doue in Chk: BW Customer Name: accord:mce Willi the currcm versions 0('1'1'1 and APPA design scmd:rtds. No respunsibilhy is :assumed for dinunsiomd occwrtcy. Dimensions are to be . Ds : TM #LC = 10 4� IHC s`1111ed by the compunrnt mmufaaurcr and/ur building designer priurtu fabrication. The building designer slcdl :asconain Ilt:t the lutds utilized on TC Live 20.0 psf DurFaes L=1.25 P=1.25 H 0 M E WOO D this design meet or exceed the hetdhtg imposed by the local building coda. It is :assumed to the top chord is latcrclly braced by the roof or fluor TRUSS shcthing and the bottom chord is Wei -ally btaccd by:. rigid sheathing uiwerLd directly attached, unless otherwise timed. Bntcing shown is fur Lucia) TC Dead 9.0 Rep Mbr Bnd' 1.15 ® support of components mcmbn•s only to reduce buckling length. This cumpuucm shad) nut be pLtccd io any ctrvirunmem that will cause the umismro psf comcm of the wood exceed 191 and/or cause cunncctur I&ie corrosion. fabricate, handle, insedl and bricc Ihis truss in accordaucc Willi the following BC Live .0 po f O.C. Spacing 2- 0- 0 "I'rma:l :>•atcuo - t:.•bard" stand:ads: 'TRI ISCONI NIANUAI; , by'I'ruswal, 'QUALITY CONTROL S'T'ANDARD FOR NIETAL PLATE CONNEC'I'I?D WOOD TRUSSES' - aau !: •n(ip:.rL w.. r: d„ sprh,rs• CO x0907 (QS'I'-ISIS), 'IIANDLINO INSTALLING AND IWACINu Mlil'AI, 'LATE CONNE("1'I?D �uR)D 'I'RLSSIiN' - (11111-91) wid '11111-91 SUMMARY BC Dead 8.0 sf P Design Spec UBC -97 gn P SIIl:lif' by'ITI. The'I"hiss floc Insiiunc ('I'I'I) is luaired of 5113 DYJnoirio Drive, NLtdisun, Wisconsin 53719. The American Purest and Paper EL -n Ratio: 1/240 TC: L/240 Tp5 . 0 Version 06.05.99 Assucction (AP'I'A) is located at 1250 Connccticm Ave, NRV, Ste 21X1, Washingtuu, 1)(-'2(X)36. TOTAL 37.0 psf job Name: IHUCAMPOS PLAN 1970 Truss ID: 14C Qty: 2 Drw : BR3 !-IDC RE74-L7 SITE . FEQ'D 'IC 2x.4 EFL 11 Plating qzac : ANSI/'IPI - 1995 LIPL= REACITCN(S) : 1 1- 5-12 383 3.50" 1.50" BC 2x4 DFL #1 THIS CISICN IS 7HE CGGOSI'IE RESULT OF &Ajxl t 1 -2601# 2 3-11- 0 57 1.50 1.50 PLME VAUMS PERICBC R -1 REKFr ,111607. IQ:MPLE LOAD CASE'S. slAT-crt 2 -58# 3 7-11- 4 66 1.50" 1.50" Itsclrl fcr 10 PSF mi-ocnamvTt BC[ -L. l3E4RIM RLWMEMUS slnvz are based ONLY 'n -tis trLiss is using dia- N=: Plates have been sized for deaicyn a) the truss material at eadi IzuiiYl. WC -97 Cbde. TL FtflE :z\7 EM CSI loads- Oily. It is the fals-icalar's Lrxatiat of irSetior lxathzTa shield 3t Blclj 1]rla eel =Yea, I1r1 Trays = Ya 1 -46 .00 .13 .13 ibtlity to accxanti: for lrui3linj Clearly ma). -ked on each truss. FLirricary�/C>xai Life = No hT Category = C 2 -1 .00 .00 .00 factoub in die sizi] of plates. Shim bearii�s (if Ind) fm ireq.stq*-.t. r s t or taipotary slzff-i)g rust L)tetioqc be in place Lafare erecting this tows. Bldg L,azlui = 41.00ft, Bldg WicUi = 60.00ft, i�z roofh:i l- = 18.83ft-, MIH = 75 B` FCIdE -\L az) CSI PLAM13 BA%D CN CSI LUEER VALLES. Classificatici = 4, Dead Load = 12.0 psf 1 69 .00 .21 .21 2 65 .00 .21 .21 3 0 .00 .00 .00 II•F?: 1FtIF>`I m (spari) 1,/555 Il 1I -E'1 3-4 (LIVE) I.- -.05" 1F -.04" T= -.05" Joint Loc t-ims =� T0- 0- 0 3 0- 0- 0 1 2 8 0- 0 4 8- 0- 0 N-oN -0 N -Q-0 2 500 s HOMEWOOD ® TRUSS Tmi-1 Ssstruis - Colardo 4345 NooLpzrk W., Cato Springs. CO s0�,)7 Tp5.0 Version 06.05.99 2-0-0 3 4 N-0-(_ 1 N-0-() du 1- :ALLdING Truswal Systems Plates are 20 ga. unless shown by 1118"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. OVER 3 SUPPORTS Job Name: IHC/CAMPOS PLAN 1970 Truss ID: 14C Qty: 2 Drwg; WARNING /feud till notes on this sheet and ,;give a cot>.v of it to the Erecting Contractor. TBF: 10.7 This design is fur aii individtul building cumponem. II Ices been based oil specifications provided b3, Ilic component mmufaclurer :md June in Chk: BW :tcaa'dwicc wirli the current versions of '1'1'I :md ,V'I'A Design stwid..rds. No respunsibilily is :lssomcJfur Jiniensiosd acanacy. Dioicosiuus are w be verified b), the cumponem mmufaClurer:mJ/or building designer prior to f. bric;oiun. The huildiog designer sliAl ascertain die ilio holds utilized tut Dsgnr: TM #LC = 19 chis design mco or exceed the lm.ding imposed by ilio lows building code. II is assumed ilial the top chord is Literally braced by ilio roof for fluor TC Live 20.0 ps f Ahe:thiog and the bottom chord is Lterdly braced b)• it rigid sheathing nrucrid directly anached, unless otherwise noted. Bracing shown is for Lentil support of ctnnpoucnts members mill, ut reduce buckling kngdt. 'Phis cumponem shill nut he pLiced iii :my environment dot will cause the moisture TC Dead 9.0 ps f content of ilio wood exceed 19% wid/or cause connector photo corrosion. Fabricate, ILmdle, insiJl :mid br:we this miss in accortLmce with the following BC Live .0 pe f staotbrds: 'TRLSC ONI \IAN(;Al.*, b)' Trussval, 'QUAI.1'1.1' CONTROL STANDARD FOR METAL. PLATE CONNE'(11:1) \VOOD TRUSSES' - (QST -SN), -HANDLING INS'I ALLIN(i AND IWACING rNIETAL PLATE CONNECTED WON)TRUSSES' - (11111-91) and '11111-91 SUNIN•IARY BC Dead 8.0 psf SHEET' hy'TI'I. 'Tlie'Tmss Plate Institute ('I'I'I) is located a( 583 D'Onofrio Drive, \•ladisoo, Wiscunsiu 53719. I'lic Aoieric:,o Forest and Paper Assucctioo (AFTA) is located at 1250 Conncoicut Ave, N\V, Sic 21M1, Washingrun, DC 2(X)36. TOTAL 37.0 psf 10/26/99 Scale: 1/211 = 11 C099299063-024 WO: J178 Customer Name: IHC DurFacs L=1.25 P=1.25 Rep Mr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 DaEl Ratio: L4/240 TC: V240 Job Name: IHUCAMPOS PLAN 1970 Truss ID: 16 Qty: 1 Drw - RM v -IDC R047 SIZE REDID TC 2x4 DFL #1 Plating spec : PNSI/'rPI - 1995 UPLSFT REACITCN(S) • 1 0- 1-12 387 3.50 1.50 BC 2x4 EFL #1 THIS EESICN IS THE Ct7vRn'TIE RESULT OF supxnt 1 -94# 2 5-10- 0 166 3.50" 1.50" PLATE V= ' PER I� RESE4RCH RE= 11607. MLTIPLE MAD CASES. support 2 -96# 3 7-10- 4 82 3.50" 1.50" Load31 fa' 10 PSF mrcciianzelt DaL. BEAR.IIr. REQLID2IIENIS shoe are based CTLY WRUMIML, REACTICN(.S) : I.M r: Plates haje been size] for c65ign col the trLUS mal--c-i-ial at ead-1 }ez 76YI. stiq;xut 1 10'711 'IC F(3;E Pll, El ID CS loads ally. It is the fabricator's LccaL-icn of ird-erictr hearirgs sha(ld be scgjxu:t- 3 1X7# 1 -65 .00 .35 .35 rr�Iuu)bility to aoc�auv, for 1-culelliry clearly otarked ah each t-rrw. Tlhis tnos .is <L-. icJhl=11 h iarl U�c 2 -3 .00 .00 .00 factors in tl -- sizir of plates. Ulterior ExT4x¢t or t'atlxmaiy slxri•g rust LDC -97 Cbde. Shim hearings (if n5ted 3) req. sgpat. ke in place before a ect-uyj this truss. Bldg Ellclo eel = Yes, Elxl 'Lace = Yes BC T:= Asa, go CSI PLATIM BASED CN CR¢N LUEER VALLk,S. FItrricsne/Oxon Luo = No I E,V Category = C 1 107 .00 .25 .26 B1d33 Lesgt1i = 50.00ft, Bldg WidUi = 47.00ft, 2 0 .00 .00 .00 Nkat roof Ileigl)t = 9.25ft, hffN = 75 C.lassificatial = 4, El, --ad Load = 12.0 psf 1•��: EE-=iCl7 (span) Ls/97S III 1.1214 3-4 (L.r)E) L= -.05" D= -.08" T= -.17" -- =� Jodi* Lccaria s ==== 1 1 0- 0- 0 3 0- 0- 0 Y -11 -II _ S- 0- 0 4 S- 0- 0 ---1 x -u-0 2 1 5.00 2-0-0 2-9-13 3 d s -o -o x-0-0 �APPF Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. OVER 3 SUPPORTS ob Name: IHC/CAMPOS PLAN 1970 Truss ID: 16 Qty: 1 Drw ® WARNING Rend all nates on this skeet and give a coj�v of it to the Erecting Contractor. 'BF: 12.0 Thi, design is form iodividterl building cumponem. It has been based oo spccitic:ainns provided by rhe comlument mmol:relurer:mJ June in Chk: BW :,ecord:mcc with the currem versions uf'ITI :md AFI'A design semd;n•ds. No responsibility is :assumed for dimcosintud accuracy. Dimensions ore to he H OM E WOO D suilred be the component nt:muCtcmrer :md/or building designer prior illC,bricmion. The building dcsigncr shall ascav,iu tbu the herds utilized un Degnr: TM #LC = 10 this design meet or exceed lite I,e,ding imposed by the lucid building code. It is assumed dun the top chord is Loo -.illy br•e,ccd by the rood or Iloor TC Live 20.0 psf ® TRUSS sheohiog end the bottom chord is Loer:dly brrced by a rigid sheathing marcrcd directly(u itched, unless othenvise noted. Ilraciog shown is fur Literal .urppun of components members unl)- to reduce buckling Icogih. This component shall nor be pL,ced in any environment (hitt will cause the moisture TC Dead 9.0 psf content of the wood exceed 197 and/or c:wse connector pride corrosion. I :,brieatc, Iumdle, iust:dl and br.,ce this utrss io accurd:mce with the following BC Live .0 >aJl .nS>1•sph:a,rmL s - do olCONTROLrr- ps f U.. C-1�Springs, CO b0J07 scmd'ds: IRIISC(\1 SL\\l)AL', b)•lutiw:d, 'QI tALITY STANDARD POR N113 -TAI. PLATE CONNECTED WON) TIMSSI? Job Name: IHUCAMPOS PLAN 1970 Truss ID: 16C Qty: 2 Drw E4'u3 X -LDC RE;CT Chk: BW SIZE REQ'D TC 2x4 DFL #1 Platirag spec : ANSI/'IPI - 1995 UPLIFT REPL77CN(S) : 1 1- 5-12 448 3.50 1.50 BC ?,A EFL #1 THIS IESICN IS TIE OJAFOSTIE RE= OF M4*crt 1 -2774 2 5-11- 0 145 1.50" 1.50" PLAZE VALLES PER IC90 RESEAKH REFCRT #1607. PELTIPLE LOAD Q*M. st port 2 -944 3 7-11- 4 66 1.50" 1.50" Loaded for 10 PSF 1-m-ca-caxrt-Erit BCIL. BFARIM RE¢JIRG4ENM sh=,n are based CNLY HM12C NM RE TICN(S) , (Qti'I'-xx), 'IIAN'ULIN(i INS'I',V.LWO AND I1RA(:IN(i rb11i'I'AI. I.1.,\'I'll ('ONNGC'I'IiU \VOUD'I'RLSSIiS' - (11113-9q and '1118-)I �LNIA�L\RY BC Dead 8.0 s psf Design Spec UHC -97 1->7IE: Plates have Leen sized f� dasicy-t on the talus ❑aterial at each L �c� o4 t 1 106# 7C FCFiCE -,L END CSI loads oily. It is d -le fabricator's Locatiai of interior Leanings should lx support 3 1061( 1 71 .00 .30 .30 risibility to acmn'it. for l�ziling clearly narked n -i eadz truss. R7is truss is designed usi) the 2 -1 .00 .00 .00 factors in the sizi of plates. Interim• suplxxt or tetpa ary slxwi)-g must LBC -97 Cbc�. Sliim bear�rjs (if n�i) far req.sul�xnt. be in place before ecrztur3 this truss. Bldg El -closed = Yes, D•d 7ra>r = Yes BC F= P Z a -D CSI PIAmn BASED CI4 (SAN LLT/aR VAI.LIES . H uz icat>z/(min Line =.14J, E� category = C 1 106 .00 .24 .24 c�-ci Bldg Lll\ = 41.00ft, Blj like h = 60.00ft, 2 106 .GO .22 .22 Mean roof 1 -,eight = 19.25ft, NPH = 75 3 0 .00 .60 .GO c9assifi.catia\ = 4, Daad Load = 12.0 psf Fry. LFf=w (sp- tn) ' I{1555 LII ISI.1 3-4 (LSVE) LF -.C41' D= -.G4" T= -.08" -= Jcirs LCr_tiCrs ===-- 1 --- 1 0-G-0 3 0-G-0 2 8- 0- 0 4 8- 0- 0 H-0-0 i H-0-0 2 3 -7 -II SHIP e?,of fo?✓ qA�F ti 2769 '� p 6/30M IL 2-0-0 SNP 8 -0 -II C,ZFI� F0 A, nJILDIG v K H-0-0 t Truswal Systems Plates are 20 ga. unless shown by "13"(18 ga.) or A P M/72--rtq "H"(16 ga.), positioned per Joint Report. Circled plates and false - 9 frame plates are positioned as shown above. OVER 3 SUPPORTS Scale: 15/32" = 1' ob Name: IHC/CAMPOS PLAN 1970 Truss ID: 16C Qty: 2 Drwg: C099299063-026 WARIVINLY Read (III notes on this sheet andgive a cops, ofif to the Erecting Contractor. TBF: 12.0 WO: J178 ® 'I'his design is Await individu:d building cumpuncm. It Iso been based oo.aprcificaiiuns provided b)• the cumpuncm mwitifacmtrer:md done in Chk: BW Custconer Name: acconLmce ,cilli the current vet:siuns uf'I'I'I :tad APPA design senul:wds. No responsibility is :issumed ton' dimensional aceur.tcy. Dimensions :ut tar be %, ificd h)• the compnncm ncnuu:remu'er:mdAw building designer prior to t:dbricatiou. 'I'hc building designer shAl asccnain deo the Ircids utilized nn - Dsgnr: TM #LC = 19 IHC HOME WOOD this design meet or exceed the herding imposed by the local building coda. It is assumed ticu the toll chord is ImetAl)• briccd by the roof or fluor TC Live 20.0 pe f DurFaes L=1.25 P=1.25 TRUSS shewhiug :tad the bommm chord is Loci -Al), hriced by a rigid shcdhiug m:ocrcd dirudy attached, unless othern wise oted. Bt*.icing show shois for blend ® support of cumpuncots mcmben oil)), to reduce buckling length. 'Phis component slndl not he placed in any environment hit will cause the moismrc TC Dead 9. 0 psf Rep Mbr End 1.15 l'ru;•a;,t s:,reus nspriaF>, cumcut of the wood exceed 19Y.:md/or c:wse connector phic corrosion. Fahric:uc. ILmdlc, install ad brace this muss in ecconhlce with the following 'TRII HC Live . 0 psf O.C. Spacing 2- 0- 0 - , :::5 Ur.,. Ccololia 1:,•nl. srl (:0 vr.'7 NI SCOMANIJAL', by Tnisw:d, 'QI1ALITY CONTROL STANDARD FOR NIISML PLATE CONI'OD TRIISSI�3, - NWOst:md:,rds: , (Qti'I'-xx), 'IIAN'ULIN(i INS'I',V.LWO AND I1RA(:IN(i rb11i'I'AI. I.1.,\'I'll ('ONNGC'I'IiU \VOUD'I'RLSSIiS' - (11113-9q and '1118-)I �LNIA�L\RY BC Dead 8.0 s psf Design Spec UHC -97 til113151" by 'I'I'I. 'I'Ile 'I'Mss I'Luc lastiuue ('I'I'I) is located :d 50 D'(4wfriu Drive, 110hulisun, Wisconsin 53719. The American Purest and Paper D=17 Ratio: LV240 TC: L/240 Tp5.0 Version 06.05.99 Assoccoium (AITA) is located at 1250 Connecticut Avc, NN', Sic 2M, Washingnm, DC 2(X)36. TOTAL 37.0 psf job Name: IHUCAMPOS PLAN 1970 Truss ID: 18C Qt 2 Drw : BR3 a -IDC RE7-LT SIZE RETZ'D TC 2x4 EFL #1 DFL nl Plating spec : AMI/`IPI - 1995 ?HIS CESICV IS 'IgE CG4FM1'IE RESULT OF UPLIFT REP.CTLCN(S) : suppart 1 -2964ff 1 1- 5-12 2 7-11- 0 508 195 3.50 1.50" 1.50 1.50" EC 2x4 PLATE TXLES PER ICEO RLOJKH REPMT ,-,1607. M.LTIPLE LOAD CAMS. siplxn�t 2 -12911 REACTICN(S) 3 7-11- 4 68 1.50" 1.50" Lei fcr 10 PSF rrn-ca-curi-ent BOL. MM: Plates have been sized for design BEA•RDIG Fd3jf1RD`ENIS share are based C LY a i tl - truss material at ead'i bear u HMIZagIAL st.4axi rt 1 14314 ' 'IC FCKE lm?L EI D CSI loads a-ily. It is the fahricato 's to acccxn-t for l�xllire Locat-ioi of interior bearmyjs slYztld Ise clearly nrarlcel rn eadr truss. stiypclt 3 1434 'This trUSS is dig) -ed itsitzj the 1 -96 .00 2 -1 .00 .56 .00 .56risibility .00 9 factcn:s in the sizing of plates. Shim bearings (if ne�lxi) fc> re.- -R-t. L'rterior 6%Taxart cr tetlxxary sh=ircj oust be iai place before erecting this truss. LDC -97 Cbde. Bldg DicloGed = Yes, El -d Uae = Yes Bc FCFi`E '3L END CSI x-11-1) PLAML BASED CV GREEN LL1,1B R VALES. Hzricane/ooear Tete = No E q? CategmY = C Bldg Lea'rjd-, = 41.00ft, Bldg Width = 60.00ft, 1 143 .00 .43 .43 K -(1 -II Mian roofhaiql)t = 19.67ft-, MPH = 75 '1 143 .00 .16 .16 Scale: 3/8" = 1' frame plates are positioned as shown above. OVER 3 SUPPORTS C9n ificatiai = 4, Dad Load = 12.0 psf 3 0 .00 .00 .00 WARNING Read all notes on this street and give a cot?v of it to the Erecting Contractor. TBF: 13.3 WD: J178 ® I•C?:I %Fl ai (qan) ' Custcmer Name: accurd:mce with the current vu'sions uf'1'I'I anJ AFVA design stwid;wds. No respousibilily is assumed fur dimensiotud accuracy. Dimcnsiuns are to be TM #LC = 19 L4/555 III 1.0.1 3-4 (LIVE) verified by the component rreuudacturer and/m' buildiug designer prior w fabric:aiun. The building designer slcdl :iscenain dCrt the Irxrds -Blind un HOM EWOO D L. -.04" D= -.03" T= -.07" ®TRUSS aheathine and the bosom chord is Luecdly braced by it rigid sheathing ouitered direcdy:uetched, unless olhenvise uoted. Bracing shown is fur blend of cmnpuncots members only to reduce huckling length. This cumpnnem sh:dl not be pLrced in auy environment tic- will cause the muismrc TC Dead 9.0 psf Rep Nbr Bnd 1.15 --= Jchr- Riau =- 1 0- 0- 0 3 0- 0- 0 8- 0- 0 4 8- 0- 0 8-0-0 8 -II -0 I 2 F5 00 3-7-13 3-7-13 4-5-11 SU IP 2.5-4 I11-3-15 _ ?F0 SS/01V � �� m tv 2769 9 xp:06/30/03 2 �Tr � � x-11-1) 3 4 3 ;@pipINd i -o 31LL. G � Q � K -(1 -II 8-041 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or APP 0 NI n., - "H"(16 ga.), positioned per Joint Report. Circled plates and false Scale: 3/8" = 1' frame plates are positioned as shown above. OVER 3 SUPPORTS job Name: IHUCAMPOS PLAN 1970 Truss ID: 18C Qty: 2 Drwg: C099299063-027 WARNING Read all notes on this street and give a cot?v of it to the Erecting Contractor. TBF: 13.3 WD: J178 ® This design is fur:m iodividred building compuncut. It Itis been base) un specific:rtiuns provided by the cmnponcot m:mul'itourcr and June in Chk: BW Custcmer Name: accurd:mce with the current vu'sions uf'1'I'I anJ AFVA design stwid;wds. No respousibilily is assumed fur dimensiotud accuracy. Dimcnsiuns are to be TM #LC = 19 IAC verified by the component rreuudacturer and/m' buildiug designer prior w fabric:aiun. The building designer slcdl :iscenain dCrt the Irxrds -Blind un HOM EWOO D this de.sigo meet ur exceed the binding imposed by the lucid building coda It is assumed tlurt the top chord is hueially bnrced by the roof or hour 111i, TC Live 20.0 psf DurFaes L=1.25 P=1.25 ®TRUSS aheathine and the bosom chord is Luecdly braced by it rigid sheathing ouitered direcdy:uetched, unless olhenvise uoted. Bracing shown is fur blend of cmnpuncots members only to reduce huckling length. This cumpnnem sh:dl not be pLrced in auy environment tic- will cause the muismrc TC Dead 9.0 psf Rep Nbr Bnd 1.15 suppun t of the wd exceed 199,, :md/or cause connector pLne corrosion. fabricsae, Icmdle, install :ntd brace this miss ill:rccoi-6oce wish the following cuutenoo BC Live .0 psf O.C. Spacing 2- 0- 0 'I'rvsual aysrrms - Q(.'olo o suidards: "ITI)SCOINi MANUAL', by'llirsw:d, 'Qt1AI.1'1')' CON'I'ROI. S'T'ANDARD FOR NIE I'Al. PLATE' ' CON'NFC'l D \1'OOD'I'Rl.ttiSliS' - 'r) t 907 +++5:::•niip�rk Ur., Cola springs. C tc )�) , r l (QS'f-xtc), 'llr\NDLIN(� INs'I',\LI-INO AND ❑ItnCING t\•Ili'I'nl. 19-n'1'li CONNECTED \VUOU'fRIiSSIs' - (IIIIS-JI):md'llllt-JI SM BC Dead 8.0 sf P Desi Spec UBC -97 4n P Slll:l'Cf' by Tl'l. The Tivss pLne hixiiuuc 1'111) is located at 5X3 D'Ow4fiu Drive, Madison, \Viscunsin 53719. The Amede:m Purest and Toper Defl Ratio: W-40 IC: Lt/240 Tp5. 0 Version 06.05.99 A..occuiun (APPA) is located :u 1250 Connecticut Ave, N\V, Ste 200, \Vashingtun, DC 211t136. TOTAL 37.0 psf CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------ Project Title.......... IHC 1979 PLAN (CAMPOS) Dat 12 1 /99 10:39!49 Project Address........ DEWSNUP ROAD ******* - BUTTE COUNTY *v5.00* q'3; - Documentation Author... RICHARD TALLE ******* Bg Permit # di Talle Design •Z,b •co 206 Bridge Street Plan Check / Date Yuba City, CA 95991 (530)671-4600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPASS v5.00 File-CAMPOS Wth-CTZ11S92 Program -FORM CF -1R User#-MP1419 User-Talle Design Run -BASE CONDITION ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1970 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 14 % of floor area Average Glazing U -value.... 0.5 Btu/hr-sf-F Average Glazing SHGC....... 0.65 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments ------------ Wall ------- Wood -------- R-13 -------- R-n/a' ------- R-13 ------- 0.088 ------------------------ TO OUTSIDE, TO GARAGE Roof Wood R-38 R-n/a R-38 0.025 ATTIC Door n/a R-0 R-n/a R-0 0.330 TO OUTSIDE, TO GARAGE S1abEdge n/a R-0 R-n/a' 20.0 F2=0.900 TO OUTSIDE SlabEdge n/a R-0 R-n/a (W) F2=0.550 TO OUTSIDE FENESTRATION Over,- ver=Area Area U- Interior Exterior hang/ Orientation -------------------- (sf) Value SHGC Shading Shading Fins Window Front (W) ----- ------ 28.0 0.480 ------ 0.670 --------------- Standard -------------- Standard ----- None Window Front (W) 20.0 0.500 0.650 Standard Standard `�,(� None Window Front (W) 20.0 0.500 0.650 Standard Standard Yes Window Front (NW) 5.0 0.480 0.670 Standard Stand a -r --d � e- 4 fVs Com' c_ Window= —L --eft (N-)_ _ _ 32_.._0 =' 0.500 0.650 Standard pro Sta c�a d None Window Back (E) 6.0 0.500 0.650 Standard S -,a ndaarkd �,,. F;TY;%- �i'es Window Back (E) 4.0 0.500 0.650 Standard ' ndard Door Back (E) 80.0 0.500 0.650 Standard Sta rd�;;,, s, Window Back (E) 25.0 0.500 0.650 Standard St dardB''V e� Window Back (E) 15.0 0.500 0.650 Standard Standard Yes Window Right (S) 15.0 0.500 0.650 Standard Standard None Window Right (S) 25.0 0.500 0.650 Standard Standard None TTE COU ff ILONG D1EPA0` TMEWW' APPROVED CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------ Project Title.......... IHC 1979 PLAN (CAMPOS) Date..12/10/99 10:39:49 MICROPAS5 v5.00 File-CAMPOS Wth-CTZ11S92 Program -FORM CF -1R User#-MP1419 User-Talle Design Run -BASE CONDITION ------------------------------------------------------------------------------- Equipment Type ---------------- Gas AirCond SLAB SURFACES ------------- Area WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- Storage Gas Standard 1 0.60 Tank Slab Type ---------------- (sf) Insulation (gal) R -value Standard ------ Slab 1970 HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACCA Thermostat Efficiency ------------ Location ------------ R -'value Leakage ---------------- Manual D Type 0.780 AFUE Attic R-4.2 No --------- No ------- Setback 10.00 SEER Attic 9-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number in Energy Tank Type Heater Type Distribution Type System Factor ------------ ----------- ------------------- ------ -------- Storage Gas Standard 1 0.60 Tank External Size Insulation (gal) R -value ------ 50 ---------- R- n/a REMARKS WINDOWS USED FOR THESE CALCULATIONS ARE SUMMIT VINYL FRAME,DBL GLAZED, USING THE CERTIFIED VALUES FOR SUCH. WATER HEATER VALUES ARE BASED ON A STATE MODEL 510 OR EQUAL. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R --------------------------------------------- Project Title.......... IHC 1979 PLAN (CAMPOS) Date..12/10/99 10:39:49 MICROPASS v5.00 File-CAMPOS Wth-CTZ11S92 Program -FORM CF -1R User#-MP1419 User-Talle Design Run -BASE CONDITION ------------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... RON SCOTT Company. INTERWEST HOMES CORP. Address. 469 CENTURY PARK DR. YUBA CITY, CALIF. Phone... (9161611-4600 7 License.11 Signed.. V d t ) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. (date) DOCUMENTATION AUTHOR Name.... RICHARD TALLE Company. Talle Design Address. 206 Bridge Street Yuba Ci y, CA 95991 Phone... 91 -6 -1670 Signed.. (da e) P ArNUVED COMPUTER METHOD SUMMARY Page 1 C -2R ---------------------------------------------- Project Title.......... IHC 1979 PLAN (CAMPOS) Date..12/10/99 10:39:49 Project Address........ DEWSNUP ROAD ******* --------------------- BUTTE COUNTY *v5.00* Documentation Author... RICHARD TALLE ******* Building Permit # Talle Design 206 Bridge Street Plan Check / Date Yuba City, CA 95991 (530)671-4600 Field Check/ Date -- Climate Zone........... 11 --------- Compliance Method...... MICROPASS v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File-CAMPOS Wth-CTZ11S92 Program -FORM C -2R User#-MP1419 User-Talle Design Run -BASE CONDITION ----- -------------------------------------------------------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) _----------------------- Design ---------- Design Margin = = Space Heating.......... 17.13 ---------- 16.99 ---------- - 0.14 = = Space Cooling.......... 12.75 13.32 -0.57 = = Water Heating.......... 13.16 11.50 1.66 _ = Total 43.04 41.81 1.23 = _ *** Building complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1970 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 18243 cf 1970 sf 14 % of floor area 0.5 Btu/hr-sf-F 0.65 9.3 ft NAMING DEPARTMEN'o-, COMPUTER METHOD SUMMARY 0.670 Page 2 C -2R Project Title.......... IHC 1979 PLAN ---------------------------------------- (CAMPOS) Date..12/10/99 10:39:49 MICROPAS5 v5.00 File-CAMPOS ------------------------------ Wth-CTZ11S92 Program -FORM C -2R ------------------------------------------------------------------------------- User#-MP1419 User-Talle Design Run -BASE CONDITION Front (NW) BUILDING ZONE INFORMATION Window Left Floor ------------------------- # of Back Vent Vent Air 7 Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type -------------- (sf) ----- (cf) ------- Units itioned Type (ft) (sf) Credit HOUSE ------------ ----------- ----- -------- --------- Residence 1970 18243 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U- --------------- Insul Act Solar Form 3 Location/ Surface -------------- (sf) ------ value R-val Azm Tilt Gains Reference Comments HOUSE ----- ----- --- ---- ----------------- ---------------- 1 Wall 112 0.088 13 270 90 Yes None TO OUTSIDE 2 Wall 100 0.088 13 270 90 Yes None 3 Wall 143 0.088 13 270 90 No None TO GARAGE 4 Wall 20 0.088 13 315 90 Yes None 5 Wall 36 0.088 13 0 90 Yes None 6 Wall 296 0.088 13 0 90 Yes None 7 Wall 400 0.088 13 90 90 Yes None 8 Wall 432 0.088 13 180 90 Yes None 9 Roof 1970 0.025 38 n/a 0 Yes None ATTIC 10 Door 20 0.330 0 315 90 Yes None TO OUTSIDE 11 Door 17 0.330 0 270 90 No None TO GARAGE Surface ------------ HOUSE 12 S1abEdge 13 S1abEdge Orientation PERIMETER LOSSES ---------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments 167 0.900 R-0 No TO OUTSIDE 20 0.550 R-0 No TO OUTSIDE HOUSE 0.670 1 Window Front (W) 2 Window Front (W) 3 Window Front (W) 4.Window 0.480 Front (NW) 5 Window Left (N) 6 Window Back (E) 7 Window Back (E) 8 Door Back (E) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- -------------------------------- 28.0'0.480 ------------- 28.00.480 0.670 270 90 20.0 0.500 0.650 270 90 20.0 0.500 0.650 270 90 5.0 0.480 0.670 315 90 32.0 0.500 0.650 0 90 6.0 0.500 0.650 90 90 4.0 0.500 0.650 90 90 80.0 0.500 0.650 90 90 Standard/0.76 Standard/0.68 Standard/0.76 Standard/0.68. Standard/0.76 Standard/0.68 Standard/0.76Standard/0' 68 Standard/0.0 it°anddr`d/ 0 . 6 8 Standard/0.76 S-,tandard/°OrL6' `' Standard 0V 6IGStIandard%0 68 Standard/0-76- S.;nsrci/0648 e V ALJ' 9 Window Back (E) 25.0 0..500 0.650 90 90 Standard/0.76 Standard/0.68 10 Window Back (E) 15.0 0.500 0.650 90 90 Standard/0.76 Standard/0.68 11 Window Right (S) 15.0 0.500 0.650 180 90 Standard/0.76 Standard/0.68 12 Window Right (S) 25.0 0.500 0.650 180 90 Standard/0.76 Standard/0.68 •"-UTA E C OUNI V Aprr,vVED COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------ Project Title.......... IHC 1979 PLAN (CAMPOS) Date..12/10/99 10:39:49 __________________________________ MICROPAS5 v5.00 File-CAMPOS Wth-CTZ11S92 Program -FORM C -2R User#-MP1419 User-Talle Design Run -BASE CONDITION ------------------------------------------------------------------------------- OVERHANGS AND SIDE FINS SLAB SURFACES Area ---Window-- ------Overhang----- Slab Type (sf) ---------------- ---Left Fin--- ---Right Fin -- ------ HOUSE Area Standard Slab 1970 Left Rght HVAC SYSTEMS Surface ----------- (sf) ----- Wdth ----- Hgth ----- Dpth ---- Hght ---- Ext ---- Ext ---- Ext ---- Dpth Hght Ext Dpth Hght HOUSE 0.780 AFUE Attic R-4.2 No No 0.737 AirCond 10.00 SEER Attic R-4.2 No No ---- ---- ---- ---- ---- 3 Window 20.0 4 5 4 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 5.0 1 5 2 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 6.0 3 2 2 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 4.0 4 1 2 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 80.0 12 6.6 2 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 25.0 5 5 2 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 10 Window 15.0 3 5 2 0.3 n/a n/a n/a n/a n/a n/a n/a n/a SLAB SURFACES REMARKS WINDOWS USED FOR THESE CALCULATIONS ARE SUMMIT VINYL FRAME,DBL GLAZED, USING THE CERTIFIED VALUES FOR SUCH. WATER HEATER VALUES ARE BASED ON A STATE MODEL 510 OR EQUAL. AffTE-COWN JVat.:P . .. F7 El Fri Area Slab Type (sf) ---------------- ------ HOUSE Standard Slab 1970 HVAC SYSTEMS ------------ Minimum Duct Duct Tested Duct ACOA Duct System Type ---------------- Efficiency Location R -value ------------ Leakage Manual D Eff HOUSE ----------------------------- --------- ------- Gas 0.780 AFUE Attic R-4.2 No No 0.737 AirCond 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type ------------ Heater Type Distribution Type System ----------- Factor (gal) R -value 1 Storage ------------------- ------ Gas Standard 1 -------- 0.60 ------ 50 ---------- R- n/a REMARKS WINDOWS USED FOR THESE CALCULATIONS ARE SUMMIT VINYL FRAME,DBL GLAZED, USING THE CERTIFIED VALUES FOR SUCH. WATER HEATER VALUES ARE BASED ON A STATE MODEL 510 OR EQUAL. AffTE-COWN JVat.:P . .. F7 El Fri AJTTE Coufql-V" MALDING DEPA;3i-MEVVR HVAC SIZING Page 1 HVAC ---------------------------------------------- Project Title.......... IHC 1979 PLAN (CAMPOS) Date..12/10/99 10:39:49 Project Address........ DEWSNUP ROAD ******* --------------------- BUTTE COUNTY *v5.00* Documentation Author... RICHARD TALLE ******* Building Permit # Talle Design 206 Bridge Street Plan Check / Date Yuba City, CA 95991 (530)671-4600 Field Check/ Date -- Climate Zone........... 11 --------- Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File CAMPOS Wth-CTZ11S92 Program -HVAC SIZING User#-MP1419 User-Talle Design Run -BASE CONDITION ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1970 sf Volume ..................... 18243 cf Front Orientation.......... Front Facing 270 deg (W) Sizing Location............ OROVILLE RS Latitude ................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affect ngf E—eCsel,,ectbion of HVAC equipment. Other relevant design factors..suc-.h as air flow requirements, outdoor design temperatures, coil sizing, ava=ilab Lz ty t, equipment, oversizing safety margin, etc., must also be.cons-idered. It is the HVAC designer's responsibility to consider all factors-w�hn 1 K sel�ect�ng V � tj Heating Cooling Description --------------------------------- (Btuh) (Btuh) ----------- Opaque Conduction and Solar...... 14328 ----------- 5692 Glazing Conduction ............... 5474 3558 Glazing Solar .................... n/a 12809 Infiltration ..................... 10377 4260 Internal Gain .................... n/a 3000 Ducts ............................ 3018 2932 Sensible Load .................... 33196 32250 Latent Load ...................... n/a 6450 ----------- Minimum Total Load 33196 ----------- 38701 Note: The loads shown are only one of the criteria affect ngf E—eCsel,,ectbion of HVAC equipment. Other relevant design factors..suc-.h as air flow requirements, outdoor design temperatures, coil sizing, ava=ilab Lz ty t, equipment, oversizing safety margin, etc., must also be.cons-idered. It is the HVAC designer's responsibility to consider all factors-w�hn 1 K sel�ect�ng V � tj the HVAC equipment. MALDING APO I ❑ APPROVED ® CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL 9 PERMIT CLEARAN•& Permit #: l S 11?4VIl (� /(%�' lYf /Ql��/ i "•� 3 Date: Gi)i ('sr r 3 Genera/Information (fovi i2, CS`+ Owners Name:�W/ 40 5 , �uil�/z/j� �/ y 1924'2,17 Parcel Acreage: 'rl t S 6 A �-- Owners Address: Building Site Address: Prope &rnformation Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Septic ❑Well ❑Other Zone District: 46-5 Date of Zoning. Ordinance: General Plan: C37P C_ Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement it No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan it No ❑ Yes Violation Area IS No ❑ Yes Specific Plan JR No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone I@ No ❑ Yes, check use r� Floodplain 43 43 No El Yes Zone: t Panel Number:• Watershed Protection Zone No R. Yes Proposed Use Complies With: ❑ General Plan ❑ Zoning Proposed Use Requires: ❑ Use Permit ❑ Mirior Use Permit ❑ Administrative Permit Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Other ❑ Other ~ ❑ Accessory Building Use Code Street & Hi hwa s Fre Prevention Subdivision Ma Front �7Zoning Side Side, street 20 "P L - Rear Height Environmental Health Issues: Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation Comments: 11 Map Date of Recording: yy--,s Legal Access Provided: Legal Access Required: ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes Lot: Block: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no, of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ No ❑ Yes ❑ No ❑ Yes Book: ) 14 H ❑ Provide Creation Deed Page: ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other ❑ Meet parcel size required by zone & Meet current EHD requirements. General Comments: i� CCo,Js-c�� �rS� ( Dx) I I T) t)JJ 1— L 1 �+-- 1 T s 3 V i LA IN f°s– �'1 SIJ –F(fZ. � -sroz Lt3 I C— �y�fiE�'M \ r. -p ra L -T -!P f-- 'ES APN: 021-160-118 -- Plancheck Comments Campos Residence The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculations shows the requested information. Your complete and clear response will expedite the re -check and approval of this project. Please be sure to include on the re -submittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of the plans depicting the designed elements and cover sheets of the calculations. Provide additional information and/or make revisions on plans, specifications and calculations as follows: 1. Adjust shear wall capacities found in the structural calculations to agree with NER-272 report dated September 1, 1997 for the use of 8d box nails. Does he need to call for special inspection? 2. 0. K. 3. O.K.. 5 I• MEMO DATE: TO: (J TTF- COUNTY FROM: 99 20.5+ ti �PN:d.ZI-l6o-IIS RE: GH�vtew. 63, N C Z4 CA V,!� u�IzG�1G- •21) — 11r::EN&IN N k1 P�TI'i'U T"� I�, 2 �-E A5' P 7--Dr��p TO S!•tT �'� 1\ L�_ IN . �f A VVI N i��17s n i 1 w4u L-O&TR� AVDItn e,s�T` sI U IV [7A 46q Century Park Drive ® Yuba City, CA 95991 1 1 916.671-4600 8 FAX 916.751-3199 w '4 � f4_r/[G,U v ��n e-eref al. 16q Century Park Drive ® Yuba City, CA 95991 916.671-4600 17 FAX 916.751-3199 LA TERAL CAL COLA TIONS FO LINDA TION DES/GN FOR Interwest Homes Corp. 469 Century Park Drive Yuba City, CA 95991 (916) 671 -4600 PLAN No. Plan 1980 PROJECT: ' The Campos Residence LOCATION: Butte County, California TOTAL PAGES: /.3 FILE No.: IHC -9923 ((l DATE: Oct., 1999 NO.S4100 ENGINEER OF RECORD: V� )! Ting L. Nie, Ph.D., CE & SE T-N/E Engineering 3221 Rippey Road, Loomis, CA 95650 (916) 652-6655, (916) 652-2366 (Fax) TABLE OF CONTENTS SECTION I. DESIGN CRITERIA ............................... 3 SECTION II. LATERAL CALCULATIONS ......................... If. (I) GOVERNING LOAD 4. (II) VERTICAL DIAPHRAGMS -- SHEARWALL, ANCHOR AND HOLDOWN SCHEDULE ..................... (III) HORIZONTAL DIAPHRAGM SHEAR AND CHORD FORCES .................................// SECTION III. FOUNDATION................................../Z (I) CONTINUOUS FOOTINGS ......................../2 (II) CONCRETE SLAB .............................12 (III) SQUARE FOOTINGS ........................../2 9 I. DESIGN CRITERIA (I) Uniform Building Code, 1997; National Design Specification, 1991; ACI 318-89; Applicable Local Codes. (II) Soil Report By: None. Allowable Foundation Pressure: 1,000 psf Active: N/A Passive: 150 pcf Concrete/Soil Friction: 0.30 (III) Foundation Concrete: F'c = 2,500 psi (IV) Steel: Reinforcement: Fy = 40 ksi (#3 bars or smaller) F = 60 ksi (#4 bars or larger) (V) Design Loads: Roof T.C. DL = 9 psf LL = 16 psf (w/ 125% Duration Factor) B.C. DL = 7 psf . LL = 10 psf (Non -concurrent w/T.C.LL) (VI) Lateral Load Conditions: (1) Wind Load: Basic Wind Speed: 75 mph Exposure: C (2) Seismic Design: Seismic Zone: 3 Importance Factor: 1.0 II. LATERAL CALCULATIONS <I> GOVERNING LOADS Considering wind exposure "C" versus Seismic zone 3, with horizontal diaphragm ratio less than 2:1, by inspection, wind load controls in both directions. <II> VERTICAL DIAPHRAGMS (1) DESIGN WIND PRESSURE Basic wind speed = 75 mph Exposure: C Wind pressure formula: P = Ce C qs Iw (Formula 18-1, 1994 UBC) where I = 1.0 Then, 1.06 (for h <.15') 21.3 psf (for 151< h < 20') 1.13 (for 15'< h < 20') Ce = 1.19 (for 20'< h < 25') 24.7 1.23 (for 25'< h < 301) 1.31 (for 30'< h < 40') Cq = 1.3 ( Method 2, 40' or less in height) qs = 14.5 psf (By interpolation) I = 1.0 Then, N 20.0 psf (for h < 15') 21.3 psf (for 151< h < 20') P = 22.4 psf (for 201< h < 25') 23.2 psf (for 251< h < 30') 24.7 psf (for 301< h < 40') / 4,7�Gd,)iel /o4 fob Go�u�bcz/,�So�, Gor�si�Pr fhGLh 1 � 46J- /t'� h� C�iio�7 ; w'= 20 X C� =.,zoo t�lj N • � 5 B. SEISMIC LOAD CALCULATIONS Seimic Zone -- 3 Soil Type -- SD Redliability Factor, use maximum Pmax = 1.5 Maximum Design Base shear 2.5 CaI Vmax = W (Formula 30-5, 1997 UBC) R Where R = 5.5 Ca = 0.36 I = 1.0 Substitute R and Ca into Formula 30-5, obtain, 2.5 X 0.36 X 1.0 Vmax =----------------=- W = 0.1636 W 5.5 Vmax = 0.1636 W Maximum factored design force: Pmax 1.5 Emax = 0.1636 W X ---- = 0.1636 W X ---- = 0.175 W 1.4 1.4 Emax = 0.175 W Seismic Weights: q. r 7Za Wroof ="-17)X Wwall - 1 X2X/1 = 96 w�3%1�0 W - Wroof + Wwall + � lr Factored Base Shear /43 Apt -Emax = 0.175 X = d fIS-7 r ifLe1`t C y . d Corifr�� loan/ 01G� laac� Co�fa'o� ,:i 6v�Ll �//r-eGf poi/S V Vj-/ Zoo)( 1S,s- 37oa x 4, .IF V B=2,gkX2S-= G70�'d VG -c = Zt�-X /.f" = 1foZv z , j' ,/, g&Gl Z",/- 3-3 //00 S-, 7 y3 stat 2 -� 3701, 231 suJ 2 ,4-A 14s -o A-7 92s- sw� 3-3 //00 S-, 7 y3 stat 2 -� 7ki ,4-A 14s -o 47 s7 sw� -,9 670' 21 3/cI sw3 C"C lt°20 a�,s i��f sw► � .�� holG��.cn� �a,Qcw�c�t►fin for cl��,l�ra�.�y ��,� ? �3, t- �/ SHEAR WALL SCHEDULE TYPE SHEATHING AND NAILING ANCHOR SPACIN SOLE PLATE NAILING EDGE STUD (5/8"x10" A.B.) (16d comn nails) SW1 7/8" Stucco and expanded metal or woven wire lath with No. 16 gauge staples, 7/8" leg or equal @6" OC. at all studs, top and bot. plates. @38".00. @6" OC. 2X SW2 3/8" CDX plywood or equal OSB w/8d nails @6" OC. edges, 12" field. @26" OC. @6" OC. 2X SW3 3/8" CDX plywood or equal OSB w/8d nails @4" OC. edges, 12" field. @20" OC. @4" OC. 2X SW4 3/8" CDX plywood or equal OSB w/8d nails @3" OC. edges, 12" field. @14" OC. @3" OC. 3X NOTES; 1. Provide minimum 2 anchor bolts per piece of sill plate; 2. Ancor spacing for sill plate under shear walls shown on Floor Plan. Anchor spacing for Non -shear, exterior walls to be 4' OC. 3. Reduce anchor bolt spacing by one half where shear sheathing is called on both faces. 4. All nails are common wire or equal. 5. Provide Min. 3X stud at plywood panel edges for SW4 and, for SW2, SW3 if applied on both faces of framing members. 6 Anchor bolt spacing is designed for 2X sill plate. Nails at the 2X plate shall be staggered and 2X2X3/16" bolt washer shall be installed. Chord Sp/ice: Provide double 2x top plates with minimum,? -1 6D comn nails at each side of splice. Chord splices must be over stud and be staggered @48" OC. min. , fl 4 � a c z 1 I 2. yo1,/az&-qs 13/X S-X3.s �R = C/Zo f 2�GJ X 3_ X 3 /363 l/m gP22 1 Mhz -2 —� t'IoT = 324 X &X 4Hp22 1y,3 X £r k 2,7 77 ' 1.2 J �f = x C/2D X� X3 oz tip 4 —A v�� ��6it ,Sj�/ �o�/, S\/ rio /,,l%l rC r� L % ate. / T = 6 70 21.2 c = = 112 ,q HJR 2 �hc�oray2 She l Gvall 7'0 joandati3O/7 ,(/,> idedi On o, f 411chay Boli; else /g" 4n--hol Bolf of at Zeas -t 4 307 fua4t , Lavj�•y a sta//dard boli head o r on q pcai de form ,'� ;n t/e ens derided /oor�,or�. <Zi iJo`i' (.upCLGG� /�l ,(�ZSiSt/r/G, �erG,L �OQu,J , Bolt with 2-r grerslltz ireaied .Poc ylos tS „�Pr 9/ N�,S fable fir, 24 g' _ 7 .cp CH et 8�o X 1.33 = /i 70 gal i -/ Gom,%ele /�l�tti Coacr�% slie`yt� 2000 Pst , /'�, e�,�er 97 UBC fable /9 -9, l/ _ /rsp V,=: ►/CD = /550 X /.33 - 206? -tf BoIE CapQc�%c ;n wood p`a e V _ H70 eo/l fr'olS �3� �J/�etior ,Bo`i S�baGi/� ©�1-2 oC ©Z6�oc 70 2 &2z;4 .Se'`l/�ii� . 0///P/ �/ccu /NGtXii��cl�N SpCrG.rr� cr 6oV' p. C. /. A' -Y sleaf/; I (,o tls ,'aler a - 3 7')( .'o / roofua�,l r�y»I C f�e AJorlt Ccv e, a*z /vaC i1 dt, apJ�rcyN/ Spl� d"*'ny YrctSs Ar - = . 7!T - `J 2Gs- x r 1c/ s x 37 23 -.7 - N. t/tet Yah 4"'.0 1 / S Safi S�CcGl D!'c . 2. C�oic/ Swl��e. �f ccc�IZ 1- 2x. - Top 1b1c, f� �v�/6 .D Coi��il j9��Gs at S/bL�CE s . /'mta NcciwO�r of �/c,, 6 I'. pd Cit-eetell ,Sive O/ �t/b`cles 220 h= 57 s- Gov- 5, —Ai? &P„ili �lettls at h S"\cle of plat, sr`� ovtr Owl. III. FOUNDATION (I) Continuous Footings Continuous footings confirm to UBC Table 18 -I -C. Maximum uniform load on perimeter footing is within the allowable soil pressure. No calculation is necessary. TABLE 18-1-C—FOUNDATIONS FOR STUD BEARING WALLS—MINIMUM REOUIREMENTSI.2,3,4 vi uwi wnwuuns arc mune, ioo"ngs ano tounaanons snail tie as required In Section 1806.1. 2The ground under the floor may be excavated to the elevation of the top of the footing. 31nterior stud bearing walls may be supported by isolated footings. The footing width and length shall be twice the width shown in this table and the footings shall be spaced not more than 6 feet (1829 mm) on center. "in Seismic Zone 4, continuous footings shall be provided with a minimum of one No. 4 bar top and bottom. 5Foundations may support a roof in addition to the stipulated number of floors. Foundations supporting roofs only shall be as required for supporting one floor. 1 -Story: 12" wide X 12" deep w/2-#4 rebars, one at top, one at bottom. 2 -Story: 15" wide X 18" deep w/2-#4 rebars, one at top, one at bottom. (II) Concrete Slab 4" thick concrete slab with 6X6 10/10 WWM at mid -depth over 1" sand over/6 mil vapor barrier over 4" gravel. (III) Square Footings Calcultion for a typical square footing supporting a concentrated load of Dead = Z.S"k Live = -2:3 '< is presented at following page. Sizes and reinforcements of other square footings are as noted in Foundation Plan. 12 THICKNESS OF FOUNDATION WALL (Inches) WIDTH OF FOOTING THICKNESS OF DEPTH BELOW UNDISTURBED x 25.4 for mm (Inches) FOOTING (Inches) GROUND SURFACE Qnchee) NUMBER OF FLOORS SUPPORTED Unit BY THE FOUNDATIONS Concrete Masonry x 25.4 for mm 1 6 6 12 6 12 2 8 8 15 7 18 3 10 10 18 8 24 vi uwi wnwuuns arc mune, ioo"ngs ano tounaanons snail tie as required In Section 1806.1. 2The ground under the floor may be excavated to the elevation of the top of the footing. 31nterior stud bearing walls may be supported by isolated footings. The footing width and length shall be twice the width shown in this table and the footings shall be spaced not more than 6 feet (1829 mm) on center. "in Seismic Zone 4, continuous footings shall be provided with a minimum of one No. 4 bar top and bottom. 5Foundations may support a roof in addition to the stipulated number of floors. Foundations supporting roofs only shall be as required for supporting one floor. 1 -Story: 12" wide X 12" deep w/2-#4 rebars, one at top, one at bottom. 2 -Story: 15" wide X 18" deep w/2-#4 rebars, one at top, one at bottom. (II) Concrete Slab 4" thick concrete slab with 6X6 10/10 WWM at mid -depth over 1" sand over/6 mil vapor barrier over 4" gravel. (III) Square Footings Calcultion for a typical square footing supporting a concentrated load of Dead = Z.S"k Live = -2:3 '< is presented at following page. Sizes and reinforcements of other square footings are as noted in Foundation Plan. 12 SQUARE FOOTING DESIGN LOADING DATA — 1 — Dead Load k: 2.50 Live Load k: 2.30 Short Term Load k: 0.00 Seismic Zone 0 Overburden Weight psf• 0.0 Combining Live & Short Term Loads ? No FOOTING DATA Size (Length & Width) ft: 2.50 Thickness in: 8.00 # of Bars 3 Rebar Size Number #: 4 Column Dimension in: 3.5 f'c psi: 2500 Fy psi: 40000 Cover over rebar in: 3.0 Concrete weight pcf: 145.0 SOIL DATA Basic Allow Soil Brg Press. psf: 1000 Short Term Duration Factor 1.33 Ftg. Depth Below Soil ft: 1.00 CALCULATED FORCES Maximum Static Soil Pressure psf: 864.7 Allow Static Soil Pressure psf: 1000.0 Max. Short Term Soil Pressure psf: 496.7 Allow Short Term Soil Pressure psf: 1330.0 1 -Way: Allowable Shear psi: 100.0 Vu/Phi psi: 19.3 2 -Way: Allowable Shear psi• 200.0 Vu/Phi psi: 57.3 Mn k -ft: 3.6 Mu/Phi k -ft: 0.9 REINFORCING Actual Bar Depth in: 4.75 Min. Allow %% Reinforcing 0.0014 200/Fy 0.0050 Req'd Per Analysis 0.0009 USE....... %%: 0.0024 Rebar Area Req'd int/ft: 0.13 Total Area Req'd in: 0.34 REBAR CHOICES Quantity of: #4 Bars 3 #5 Bars 2 #6 Bars 2 #7 Bars 2 #8 Bars 1 #9 Bars 1 #10 Bars 1 13 AND WH,V RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 IIII'II II" III) I IIIA I I) (VIII') I'I 2000-0005349 Recorded I REC FEE 7.00 Official Records I CONFORM .00 County Of I BUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I Assistant I Maureen 12:24PM 14 -Feb -2000 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations 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: Co MV -Cd v h -�v 0 VOAQ e o � erDF-e4l-it Core % Uva v, coir R or a i -,ed A -r," C{ N d �- G �9 WrOd '2f OP ►Aowh 0 n Cer t J H Pcr ce t Mo-jq kd i vi -itk �2C_0v d2r Q�' of CcaiCor%/\ I14,vr-Oee, 11, LIM :tom WK y4 0'i Pa C Date A. - % 3 ^ �Dn PROPERTY OWNERS: "�-Z �'� F�wva Cain, poi State of California County of --JJ - !Xe®fD before me, personally aplpeared tA_t les(''04,0,0cersonally (mown to me (or proved to me on the basis of satisfaciory evidence) to be the person(sy 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. WITNESS my hp%ld apd official sea)L % A. P. # 6*2AKy-D-02- Sb. LA REFUJIO E. HERRERA Commission # 1227677 Z@My Notary Public - Califomn Butte County Comm. Expires Jul 3, 2003 1. FIRE SPRINKLER INSTALLATION AND SUPPLY SYSTEM SHALL COMPLY WITH NPPA-13D. 2. TANK FLOAT SWITCH MUST BE SET TO MAINTAIN 316 GALLONS MINIMUM USEABLE WATER STORAGE IN TANK. 3. PROVI E AN ALARM TO SOUND WHEN USEABLE WATER STORAGE IN TANK �ALLS BELOW �.� GALLONS.- 4. ALLONS:4. THE FIRE SPRINKLER -SUPPLY PUMP PRESSURE SWITCH SHALL BE SET TO ACTIVATE THE PUMP AT �5 PSI. b: PROVIDE ADEQUATE PROTECTION AGAINST FREEZING FOR SYSTEM COMPONENTS OUTSIDE OR IN UNCONDITIONED SPACE. 6. THE FIRE SPRINKLER SYSTEM SHALL BE TESTED FOR LEAKEAGE AT NORMAL OPERATING PRESSURE." r 7. THE C-16 CONTRACTOR IS REQUIRED TO PERFORM AN OPERATIONAL TEST OF THE SYSTEM AND CERTIFY IN WRITING TO BUTTE COUNTY BUILDING DIVISION THAT THE SUPPLY SYSTEM OPERATED PROPERLY.Jt 8. SEE PLANS AND SPECIFICATIONS FOR OTHER REQUIREMENTS. --- - -------- 50'-0 P K O J I C T .ADDRESS 115 P,021- /gen - Me CITY C-�lfJL G TITLE PIPING PLAN.and DETAILS FOX.COMPANY 3995 Olive Highway Oroville, California 95966 (91 6) 533-2730 . LIc, No, 305365