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066-280-036
T, Emily Bonner 50 Arthur Ct., lot 429, PPCC#4, Mqplia . -Permit #6096 78P,E(util.,MH) ' ELEC GAS SUP TURE REQ. COMPACTION T EST REQ. contr: Paradise Modular Concept_q Permit #6001-78MHI ' Issued 11-6-2Z !66-28-36 IC2ntr.,:, Cal Gas.,. Paradise 66-28-36 Peggy onner ' 066-280-036 6247 ARTHUR CT. MAGALI 17 -- `CONT: CAMERON JOHN SON ' ` 066-280-036 01-23 _ CONT: CAMERON jOHNsON \ � ADD SQ FT TO ^~^ 01-1589 � =� � f � �i INTER -DEPARTMENTAL MEMORANDUM �v TO: BUILDING DIVISION, OROVILLE t FROM: --�• L�c�a� , ENVIR. HEALTH, CHICO DATE: % ' uo 1 RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: `� C' _ ���/� SEPTIC:_ WELL:. AP#:()3G ADDRESS/LOCATION: Comments: GL/memos/releasehold t v , NOTES RESIDENTIAL `666-280-036 F 01-1588__ STEFFEN, TOM & CINDY — { 6247 ARTHUR CT. MAPALIA i CONT: CAMERON JOHNSON �y NEW SF W/GARAGE/COV PORCH SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. �FRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Add GAS�J 0� Meter Bylo�_loolDat J ELECTIC� Meter By Date/r���Gi�1-11 JOB FINALED Date ,A Signature _—Z i*- C s. vWbo-N ✓ = OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. - Roof; Shthg-Roofing Date 11. Card B-1 Date Card B-1 Date 12. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card B-1 'Date Card B-1 2. Footings; Size -Spacing -Marriage Line Card B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector FINAL (Plans) OK except #'s 4. Electricity; MH Test -Crossovers -Breakers -Clearances Setbacks -Easements 5. Drain; MH Test -Fall -Flex Connector Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged Elec.; Pool Lighting; 15 Volts-GFI ' 9. Tie Downs -Type -Installation Cent. Elec.; Enclosures; Conduit Entries -Terminals -Listed 10. Exits; Insp.-Sketch Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 11. Cert. of Occupancy Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 12. Permanent Foundation Only; License Decal Health Department Approval 10. 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- Rttrs.-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 (E Date Un erfloor (Plans) OK except #'s Card B-1 Date oni g -Setbacks -Easements -F od-Slope Date t ain; Soils-Elec. / ,2yftg. Depth 4. t arage; Soils-Steel-Elec. Grnd.-/ !' Ftg. Depth 6-C. Ducts Insulation & Support Ftg. orches & Decks; Soils -Steel-/ P' Fig. Depth d-11ri-4-walls. Main; Ste el- Bloc kouts-Wrapped 6 to IIs, Garage; Steel-Blockouts-Wrapped Cgodensate Drain & Overflow, Size & Grade old Downs and Special Anchors 7. Slab,.Steet-Wrapped 7 fireplace Ftg.-Steel 711 D.W.V.; Fall -F' g -Test -2 ILVay C/O -Sewer Test "10. UF, ipe; Si nchors - Yard Gas Piping; Size Test 1 . ater P' e; Test -Anchors -Regulator -Service Test 12 16c Underground Card B-1 Date Plen & Ducts; Clearance -Material -Support -Ins. Date it -Sills-Anchor Bolts-Joists-Vents-Crippies Card B-1 Access & Ventilation 16. Insulation Date Card B-1^Date Card B-1 Date Date Card -1 Date Card B-1 P U (Permit) OK except #'s Water r.; Vent-Acc -Combustion Air Battle r Pipe Te Anchor -Nail Protection D.W.V.' Fittings & Anchor -Nail Protection 20. Shower an; Test, First Floor -Tub Access 21. Test>b & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL CTRICAL (Permit) OK except #'s ,2 ixt�& Transformer Clearance -Ins. Protection lac. eceptacles Spacing -Lights & Switches at Doors ize BoxPW& No. of Conductors Stapled o x Installed Close to Edge of Studs & C.J. JoEquip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subteed Wire Size/ / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or Al -Oven Circ. / / ga Cu or At Ins ed Neutral O Yes O No ice -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 4. tti ccess; Size & Ramex Protection -Draft Stop -Ins. Baffles 6-C. Ducts Insulation & Support drm. Windows or Exiting Doors -Sill Ht. & Dimensions Vet Fan, Exhaust above insulation 6 r y Line Firewall & Openings Cgodensate Drain & Overflow, Size & Grade Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. 3% -Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 7 39. Attic Access & Platform if Furnace in Attic 711 Siding -Nailing Veneer 57. Stucco M h -Drip Screed -Fd. Vents-Underflr. Access 58. ing Area -Glass Protection -Skylights -Plastic (002KS i • 01 61. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s j6pr'-sap Proper Materials & Anchors W Is Studs -Nailing Spacing & Braces -Plates -Sound B ing Walls over Girders & Floor Nailing D Stop in Walls (rat proof) F' .Stops, Furred Ceilings -Stairs -Chasers -Tubs 4(5�Headers & Beams -Size & Bearing ►ingle & Duplex) Date FRAMING (Continued) ` GO"kan,gers-Post Caps -Anchors -Connectors Date Date Cling. Joist-Rftr. Ties-Purlin-Rott 8rac.-Truss -Shting.-Rfng. 3. irepJace Ties or Type A Flue -Fireplace Throat Clearance 4. tti ccess; Size & Ramex Protection -Draft Stop -Ins. Baffles 5. drm. Windows or Exiting Doors -Sill Ht. & Dimensions ar ge Fire Protection Framing 6 r y Line Firewall & Openings 6 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. S!Os; s; Width -Headroom -Rise -Run -Landing -Fire Protection 7 P ood on Roof Overhang -Attic Vents -Rafter Outriggers 711 Siding -Nailing Veneer 57. Stucco M h -Drip Screed -Fd. Vents-Underflr. Access 58. ing Area -Glass Protection -Skylights -Plastic (002KS i • 01 61. r Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor O Yes 82. ollowing Inslld./Drive J Yes J NoMalks D Yes J No/Planters D Yes J No 83. 3tucco Brown -Finish 84. N.C. Unit Disconnect, Electrical -Plumbing 85. ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. lWater 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 94J Address Posted Date Car 1 1 "" Dae Card B -t Date Card B-1 AeCard B-1 Date Card B-1 ate Card B-1 Comments at Final: Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 FI L (Plans) OK except #'s 3. Ext. Steps -Door & Sidelight Protection -Landings 4. Smoke Detector 5. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Bedroom Exiting 6 G.F.I. & Bath Fixtures & Tub Access -Spa 6 Elec. Trim & Subpanel, Breaker Sizes & Labels 6j. Stairs & Rails 7 Fireplace or Stove, Clearance -Hearth 711 Elec. Outlets at Wood Panel, Int. & Ext. 72 Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7,3. 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.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth learance Looked under Floor O Yes 82. ollowing Inslld./Drive J Yes J NoMalks D Yes J No/Planters D Yes J No 83. 3tucco Brown -Finish 84. N.C. Unit Disconnect, Electrical -Plumbing 85. ants Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. lWater 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 94J Address Posted Date Car 1 1 "" Dae Card B -t Date Card B-1 AeCard B-1 Date Card B-1 ate Card B-1 Comments at Final: 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 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact thjs-office immediately. Date Inspector REV 10/9 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 J OWNS PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. , Date -2' Inspector REV 10/92 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891.72751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER G/ /) 6 PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. CERTIFICATION OF INSULATION White - Builder copy, Green • Builder copy, Yellow • Customer copy SIC -303 Pink • Attie copy, Gold • File copy OY M C P.O. BOX 854, WEST BAORAMENYO, CA 95691 UC' X18281309 MELODY ROAR MARYWLLE, CA 85901 UC. X026 P.O. BOX 9651, FRESNO, CA 93793.96SI UC. 0202026 - : P.O. BOX 1631, RENO, NV 99505 UC. #1OS75 3326 A.PONOEROSA WAY, LAS Vf:C±AS, NV 89178 UC. X10875 DATE•IN LAT C MPLETEO f SOUAREFEET) f SOVAAEFEET) ( SOUAREFEET) WLN 0, MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FOgM FORM BATTS BATTS A BLOW BATTS MANUFACTURER'S PRODUCT 1.0. MANUFACTURER'S PROOUCT I.D. MANUFACTURER'S PRODUCT I.D.. OCF OCF OCF SAGS • ;p �a��q ^•:: ".".q, �::i;InJMltfr.^ ''"• ;,f if,�,L GQI „",? WR'f�. '-?eiL:• y;ai'�11:k�.E•• .; .. A0Q . LN$TAIt:GES!< "kC1!.... ;akE1gMT .. �11L D' =T;ir (�((f ' : �f::':.,'�,,,•.qA�,i;;,,...]]]IIIJJJM���iii1 ' ���. ' ,'t„r �� _ NTt' . :%u:.i:l':.-... 5-� MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BAITS DCF' MATERIAL MANUFACTURER W R GRACE'. IWITIA 7th' AP P ULE A- ' ATEMAIL .. ..,.. �J 1 A UR 0 TITLE DE MANAGER�,' La V---ML SIGNATURE—GEN TRACTOR TITLE DAU ' REMARKS: White - Builder copy, Green • Builder copy, Yellow • Customer copy SIC -303 Pink • Attie copy, Gold • File copy Pacific Gas and Dectric Company. Comfort Home Comfort Home High Efficiency Duct Certificate Complete a separate form for each •unit tested Please. Print Clearly. Site Information Construction Details Type Construction: gJ Raised Floor, ❑ Slab, ❑ 2 -Story, ❑ Split Level, Supply Duct Location: ❑ Attic, iff Crawlspace, ❑ Between Floors, # Registers: Return Duct Location: O Attic,'11 Crawlspace, ❑ Between Floors, # Grilles: Duct Types: FLEXIBLE—{40 Plastic, ❑.Metal), RIGID—(❑ Metal, ❑ Fiberglass), ❑ Platform Return HVAC Unit Type: J1 Package, ❑ Split, ❑ Up -Flow, ❑ Down -Flow, ❑ Horizontal, HVAC Unit Location: ❑ Garage, ❑ Closet" ❑ Attic, ❑ Crawlspace, A Ground, ❑ Roof, Furnace Mfr.: (Jv"��%f1 s`/�n�c T_ Moder #: fd y z Q Evap. Coil Mfr.: Model #: Duct i est Register Sealing Method Locations (if not All) Face Sealed ❑. Lap Sealed ❑ Internally Blocked ❑ Cover Pan Indoor Temp: °F, Test Location: ® Return Grille, ❑ Blower Access, ❑ Duct Pressure (Pascals /Inches WG) 25 Pa / 0.1" WG Notes: Flow Ring (Open Fan, 1, 2, 3) O 1 2 3 Fan Pressure (Pascals/Inches WG) Leakage Conversion (Fan Flow)* LiZ,-- CFM25 *Maximum system leakage = 90 CFM25, or 122 CFM25 when the system contains a humidifier, electronic air cleaner, economizer venting damper, or zoning duct dampers. Comments Additional comments'onback: O'Yes, O No Signature: "The information contained in this report is complete and accurate to the best of my knowledge." Builder Rep./Technician Name: ��,-763 (Pease print clearly) -Builder Rep./Technician Signature: Date: © PG&E • 6/10/98 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) /� 538-754h'TMIO. (Rev. 12/96) APPLICATION AND PERMIT ft' AS SESSOR PARCEL NUMBER 066-280-036 ZONING Ri BUILDING PERMIT OWNER STEFFEN TOM & CINDY TELEPHONE 3 3-0068 SO. FT. OCC. BUILDING VALUATION 1673 R 90,142 -nn OWNERS MAILING ADDRESS 8960 GOODSPEED DURHAM , CA 95938 475 IT 8,55n -nn CONTRACTOR'S NAME CAMERON JOHNSON TELEPHONE 1876-,9040 CONTRACTORS MAILING ADDRESS 6131 BERKSHIRE CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ inn 9Q nn ARCHITECT OR ENGINEER LICENSE No. I Filing Fee $ 20.00 Permit Fee ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 62 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 63 00 USEOFSTRUCTURE SF N Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New b Addition ❑ Remodel ❑ Unities ❑ Installation ❑ Other ❑ Describe Work: NEW SF W/GARAGE & COVERED PORCH TO BE MASTERED (MASTER # 97-21) Gas piping system t - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home S G W Q20.00 PERMIT FEE s 143.00 ELECTRICAL PERMIT Fling Fee 20.00 LE Main Service 20.A9RlESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is inz9ll force and effect. 9���jT� /r License Class Lic. No. (�j l OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, lill do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) :,,rcertify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' c tion provisions of section 3700 of the Labor Code, I shall forthw' ly ith those provisions. /� X,;- Date I' - 2- / % -v Ignature of Appffiant - ❑ Owner Contractor ❑ Agent An OSHA pe s required for excavations over 5'0" deep and demolition or constructionAd�7� of structur er 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( & ACC. BUDS. 3.5QFT. 75.18 ONST.ES'.. BRANCMULTI.OUTLETITS 97,50 =RC POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BA� Q .50 Ex. Occup.DFlURETS R °Eq 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE t 118.18 MECHANICAL PERMIT Fling Fee 20.00 Heating 1 115.00 15.00 Cooling 1 15.00 15.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 GAS FIREPLACE 15.00 PERMIT FEt $ 80 .50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ 1/11 CONST. TYPE VN TOTAL FEE $ 151 .63 HAz. PEES IMP I X FLOOD CDP PARCEL PD HD r Iss 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. Q/ By D at PERMIT EXPIRES ON 6 Oete Receipt No. CJ ��/ l0v WHITE-D.D.S.-S.D. CANARY -ASSESSOR PINK-INSP OR GOLDE ROD•APPLICANT E.H. USE ONLY Plot Pli Attacid Floor Pian Attached Sant to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1 Cw Z,4 i AlLt n CZ- . U'G (d - 2250 ~ 036Owner VLocation AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. final for: -6, Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COU�??� OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEE, /T,, OWNER: ASSESSOR PARCEL ER: Proposed Building Use: `'� Building Inspector: Date: At time of permit application, I was advised the following data must b su ed prior to permit processing and/or issuance: Date Received By P 1. All items have been submitted .------------------------------------------------------------------------------------- �P-}Slot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ngineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans.-------- ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ gineered truss Desi Compliance and su ortin doc tati n. �gkwen -4 - �N' �� cakil gY Design P •Ope nV ca un cwi,� C-o'vv`'�.`t�►^- =------------------- t 7. Statement of Intent for Non -Heated anKC Buildings.-------------------------------------------------------- s 118. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9 anufactured Home data and install on instructions including Tie Down Specifications .------------------ p Feesof $ 1� . 2� ----�--------------------- ----------------------------------------------------- 1L . Impact fees as shown on the attached schedule.--------------------------------------------------------------- f =y� 12. California Department of Forestry plan approval/fees. ,�--------------------------------- 6 3/�/ ❑ Y3. Flood elevation certificate. -------- -------------------- -- ------------------------------------------------- /j &-------- ------------------------------ Sanitation and plot plan approval �/ Health Department. T� '� ❑ 15. Ci hof Chico plumbing permit ----------------------------------------------------------------------------------- ❑Biggs 16. Plot plan and business license approval from the City of Biggs-------� --- =--- --------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------- - ----------------- T✓ % fi( �ei 8.Contact Land Development about ❑ Improvements, ElDrainage, ❑ Legal Parcel. ----------------------- 9. Encroachment Permit for driveway (construction approval prior to occupancy). ----------------------------- 0 20. Pre -inspection for required Request to Building Inspector on j (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ---------------=--------- i ❑22. Workers' Compensation carrier and policy number. ---------------------------------------------J----------- l ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- I . B Letter of signature authorization. -------------------------------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement.---------&-�------------------------------- Q� ❑26. Letter of intent on building use.------------------------------------------------------------------------------ , E127. Manufactured Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- V9. 0433,A, ❑ant D H. Titl , ❑ k to D $- -- ---- 30. Other: VXhen you is a t, c s lows ❑ Mail to owner] 01 a� °r. Telephone � Fu and hold for pickup ad "7Po1lutio)i,"/ o eliv . with inspector. tAp lic Date. Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, Date: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ %fr: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check 'List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data b ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: �� Date: 0 Papproved by: 1� Date: 3 • o ! Sets of plans on hold in ❑ Plan Cabinet, ❑-Ai o 1-6 transfer by: Date: Yellow Copy - Department of Development Services, Buildin Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ --Revised Plan Checking Fee....' .......................... $ 2. SCHOOL DISTRICT FEES (paid at District Office) SHERIFF FEES (paid at Building Division) �1 Residential .................................... x $360.00 = $� Units A. P. # l.li DATE & �� 7 RECEIPT # DATE REC. Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) (� I 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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 thj;, checking process. �ATE_)__! � �-Z �7- Pursuantt to Government Cde ection 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) BUTTE COUNTY`SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) o School District Building Department No. A.P. Number,O(/%� 2%-��Co Judsdictiio�n:: [� City ®County PropertyOwner' lY' r Property Location/Address Subdivision t Residential Development No of Living m� + Units ,';,Commercial/Industrial r New Building Department Representative ,7,k Lot No. .................................................................................................................... Mobile Home 0 Additiord I Sq. Footage 'Supplemental to A to R) Installation ' ' , i Conversion Permit # (Group �at. (No foundatiominspection) i - Sq. Footage Addition (Including Exterior Roofed Areas) Date t' (Floor Plans reviewed by School District Personnel) N. strict Identification No. School District certifies that G- 40� i!(Appli a t) � r (Stree Address) (Phone Number) has complied with the requirements of Resolution No. representing T 5 square feet. . .� <.!7 � School District Representative Paid by Check # (State) (Zip Code) - by payment of $ AB 2926 $ FULL MITIGATION f S f Date � l Remarks: y y eA- -:�6 Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm 37'1 �a•�' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-75P M�N (Rev. 12/96) APPLICATION AND PERMIT L/ ASSESSORPARCELNUMeEA ZONINGI BUILDING PER OWNE:1_ R _,00 (0�� i S ��QJ/ ��TW;S O B LDING L TION OWNER'S MMIM A00IMSS I,"' �. 6 CONSTRUCTION LENDER LENOER•S MMUNG ADDRESS ARCHRfCT OR ENGINEER ARCHITECT OR ENGINEER'S MAa1NG ADDRESS SuanwGADomss ' /1 _ LLT -Ae r t -i USEOFSTRUCTURE SF(Duplex ❑ Mobilshome ❑ Other TYPE OF WORK i New Addition ❑ Remodel ❑ L)uwes ❑ stn ti De ribs Work. j I I % G �A o,,5�fx _i�F_ - ?77 -- ❑ Other ❑ Fire lace Total Valuation $ Flin Fee $ Permit Fee 0 S Plan CheckingFee '- b Energy Plan Checking Fee- 3 a PERMIT FEE i 2J PLUMBING PERMIT Each Trap Heatin Coolin S X8.50 Solar or heWor Ventilation !� _ Water ipin Each as w _ j20.00 Energy Inspection Fee Gas i in co�T ry TOTAL FEES PEE9 IMP' PARC PD HD uE Buildin sewMobile Hom PERMIT FEE ! ELECTRICAL PERMIT Main Service '"OR LEss 700A OR LESS Main Service 200A TO 1000A NEW CONST. DWE1I OCCUP. oR ADONs. a ACC. eLLs. NEW CONST. NON-RESID MULTI-O:CIk POWEA APUS 8 SINGLE O 1 Ex. Occup. OUTLET OR FDnUREs- ! Ex. Occup.0 ASN. oR OUTLETS ESID. EA I i Temporary Service Mobile Home Facilities Misc. Wiring 20.00 ng Fee 20.00 23.00 46.00 3.5¢F°. W* - 07.50 . 5.00 23.00 20.00 23.00 *PERMIT FEE PAID SRA - - � r .SHERIFF OTHER AMOVNT RECEIVED ') I *RECEIP,T, NVMSER * TO k PVT INTO COMPVTER ! FL14MIT FEE i , p11 / ^ V MECHANIC L PERMIT Fling F 20.00 Heatin Coolin S X8.50 Hood r', Ventilation !� _ — PERMIT FEt $ j20.00 Energy Inspection Fee co�T ry TOTAL FEES PEE9 IMP' PARC PD HD uE � 1 ng Fee 20.00 23.00 46.00 3.5¢F°. W* - 07.50 . 5.00 23.00 20.00 23.00 *PERMIT FEE PAID SRA - - � r .SHERIFF OTHER AMOVNT RECEIVED ') I *RECEIP,T, NVMSER * TO k PVT INTO COMPVTER ! FL14MIT FEE i , p11 / ^ V MECHANIC L PERMIT Fling F 20.00 Heatin Coolin S X8.50 Hood r', Ventilation !� _ ,00 PERMIT FEt $ Mobile Home Installation Fee $_ Energy Inspection Fee co�T ry TOTAL FEES PEE9 IMP' PARC PD HD uE This permit is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON RECORDING REQUESTED BY: Fidelity National Title of California Escrow No. 204303 -JW Title Order No. 00204303 When Recorded Mail Document and Tax Statement To.: Mr. and Mrs. Tom Steffen 8960 Goodspeed Street Durham, CA 95938 V II!llillllillillllllllllllllllllil 20(a 1—0Ila 0C..J278 Recorded Official Records CoBUUTTEOf CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 09:00AM 09 -Mar -2001 GRANT DEED 51W y I REC FEE 10.00 TAX 24.75 I 1 I I Nikki -1 Page 1 of 2 , ay The undersigned grantor(s) declare(s) Documentary transfer tax is $24.75 ( X ) computed on full value of property conveyed, or ( ) computed on full value less value of liens or encumbrances remaining at time of sale, [ ) Unincorporated Area City of Magalia i USE j- V FOR A VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, Leslie Kovacs and Mary Kovacs, Trustees of the Kovacs'Living Trust dated May 21, 1993 J hereby GRANT(S) to Tom Steffen and Cindy Steffen, husband and wife as Joint Tenants the following described real property in the City of Magalia County of Butte, State of California: SEE EXHIBIT ONE ATTACHED HERETO AND MADE A PART HEREOF DATED: March 7, 2001 STATE OF CALIF RNIA COUNTY OF LLTTIE ON )KAYLc + 7. 9cx--,,f beforeme, ersonally appeared C65&1 6�' Ko V1+ C- A- /J rng(zy PDL/PrC5 personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument the person(s), or the entity upon behalf of which the �person(s) acted, executed the instrument. Witness my hand and official seal. Signature 0' 0 Leslie Kovacs and Mary Kovacs, Trustees of the Kovacs Living Trust dated --May 21, 1993 By:��— Leslie Kovacs, Trustee By: KID LA—"ArCX9 Mary Kov s, Trustee r Y. MM. H.STANTON 0 COIt 1222671 NOTARY PUSUC-CALIFORNIAD 2 BUTTE COUNTY 0 COMM, EXP. MAY 30, 200.1 a MAIL TAX STATEMENTS AS DIRECTED ABOVE FD -213 (Rev 7/96) GRANT DEED n Order No. 04303 ° EXHIBIT "ONE" a PARCEL A: Lot 429, as shown on that certain Map entitled, "Paradise Pines Country Club Estates Unit No.. 4", filed in the Office of the County Recorder of Butte County, California, on 'October 27, 1971, in Book 38, of Maps, at Page(s) 69, 70, 71, 72'and •73. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described, herein, and that no damage shall be. done to the surface of said land. PARCEL B: A non-exclusive easement over Lots A, B, C, D, -E, F, G, H, 1, J, K, L and M (the common areas) of Paradise Pines Country'Club Estates Unit No. 4, and the lots. designated for common and recreational areas as described in the Declarations of Annexation for Units IV, VI, VIII, X, XI, XII, X111, XIV, XV and Country Club Estates Units No. 1, 2, 3 and 4. Assessor's Parcel No: 066-280-036 /T ' 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT Instructions for recording Agricultural Statement of Acknowledgment: 1. Insert the legal description of the property in the space provided on the attached form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this in- formation. (The description may be -handwritten or typed in the space provided or attached on a separate sheet if more space is required.) 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to'the'Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $7.00 - 1st Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00 a.m. - 5:00 p.m. MONDAY - FRIDAY - 9:00 a.m. - 4:00 p.m. for Recording .� r AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE,'CA 95%5 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, ing, 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: Date PROPERTY OWNS : State of California ) County of 6u TI -6 ) On S6r l before me, f% `( �- Qi d w e N arAo-y A 1-9b 'c - personally appeared 7004- S TE -FFe ,J 14rNI-) C i X-,1 Personally (mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same 'in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand d official seal EKARYIDWELLSignature �eal: n b t 201 t 70 Mtr CPS1knty. CoNfomio ium Exp. WV. @, 2002 @ > A.P. # PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re-subm ML If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be avalid response to every item requested in our plan correction letter. "By others" is not considered a valid response.- please indicate your response to each item and the location where the information can be found on the plans/calcs. . ATTACH THIS FORM TO A COPY OF YOUR PLAN RFVTFW I FTTFR ANn RF njRN WTTIfi RFVTCPn Awn ne•rvwAa me &"e. OWNERS NAME _...... DATE:r-:., :, •. -. ... :..:...... . /9 NIEIZ..d� �UMNSdN / ��DI ASSESSORS PARCEL NUMBER PERMIT NUMBER o6G -ego-D36 �, o�_�s88 • RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # �/ RESPONSE BY: - - LOCATION ON PLANS/CALCS: - COMMENTS: PLAN CHECK ITEM # RESPONSE BY: Mix w►,✓�i LOCATION ON PLANS/CALCS: ►�ev�scd r 42 COMMENTS: PLAN CHECK ITEM # RESPONSE BY: SGaT 10 -Gr -ON LOCATION ON PLANS/CALCS: �tV$%mol hWhErLgy 6,q IC S. COMMENTS: PLAN CHECK ITEM # RESPONSE BY: IIXw,i �,�Z LOCATION ON PLANS/CALCS: AJoc� S/fUw✓ dN Syc�� R2— COMMENTS: PLAN CHECK ITEM # RESPONSE BY: M ►9-X ka-,t4 --e z LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE FOR•PLAN CHECK LETTER DATED: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: (PLAN CHECK ITEM # (RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: (PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: - - - . .. .- --I . .. -0 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ivo7 5/f��T C/ COMMENTS: PLAN CHECK ITEM # RESPONSE BY: ►tiv¢x 2��/ �-�z LOCATION ON PLANS/CALCS: 5 ���7- .9-1 COMMENTS: PLAN CHECK ITEM # 572 LT.Jrt4-(- RESPONSE BY: T LOCATION ON PLANS/CALCS: s/8Aoc- COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: July 19, 2001 Cameron Johnson 6130 Berkshire Way Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Post -it® Fax Note 7671 Date719,0 I l paoges� 2- To L From in 6 • l(�am► r� Co./Dept. Co. E, 6 [ill 1J 11� • l#� �j 1,,� Phone # Phone [ "1 — '�SO Fax # 37(e Fax # Assessor Parcel Number: 066-280-036____________ Building Permit Number: 01-1588 This office reviewed building plans for the permit application referenced above. The plan examiner's comments are listed in PART - I below. Please respond in writing to each comment in PART - I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification, or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the re -check and approval of this project. PART — I Provide additional information and/or make revisions to plans, specifications and calculations as follows: NON-STRUCTURAL COMMENTS: Master plans must be specific regarding all construction details. Options are not allowed. Change typical section shown to show a raised floor, Section A is to show raised floor only, Section schedule is to be accurate as to building construction, specific stud size is to be shown on section or noted in schedule. Sill plate sizes are to be noted. Items which are not appropriate to this house are to be removed from plans (ie: 2x6 exterior walls). Elevation views do not match floor plans in regards to window and door locations. Please revise either the floor plan or the elevation views. Energy calculations: Fenestration (glass) area is not correct for both sides and the rear of this building. Recheck orientation and correct sizes for each window and include missing windows. Number of stories for this house is one, not two as shown in the calcs. Vent height is 9 feet plus, not 8 as shown in the calcs. Transom window in living room is not shown on elevation view nor is it shown in the energy calculations. This window is required for light and ventilation of this room. ,,,Y Provide size of header at kitchen nook. Provide a letter from the engineer of record stating that he has reviewed and approves the sses per his lateral design. Firewall requirement as shown on the plans does not meet building code for required separation. Plan will be noted to provide 5/8`"'s Type X sheetrock on all walls and ceiling of the garage. Supports for ceiling must be 16 inches on center. na+t. 4o Playl ��11 re -move CnCcrrccA ndlaCu'ic,� 1 of 2 STRUCTURAL COMMENTS: ,1-"'I made additions and corrections on the'plans to shear walls along wall lines 2, B, C and D as pecified in the structural calculations with permission from the engineer, Robert McGhie. lel Provide adequate support for the D3 truss reactions. (Discussed with Robert McGhie on July 18`") PART - H The items identified below must be submitted prior to permit issuance. These items were noted at time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Pay Balance of Building Permit fees in the amount of $10.28 2. Impact fees: 2.1. Complete and return the Butte County School Impact fee certification form. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. 4. Obtain Encroachment Permit for Driveway from Butte County Public Works Department. 5. Submit a Recorded copy of your Agricultural Acknowledgement Statement. If you wish to discuss any non-structural requirements in PART - I, you may contact the Plans Examiner at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Structural questions should be directed to the Plan Check Engineer. The attached PLAN REVIEW RESPONSE FORINT must accompany.corrected items. Sincerely, Martha Christy Plans Examiner Cc: Robert McGhie 2 of 2 Philo Hunt, P.E. Plan Check Engineer JL i1L� vv a APPLICANT: QTR. . PERNPT: A. P. �. WORK DESCRIPTION: PATE MCRIpriON OF STEP RESIDENTIAL PLAN REVIEW GUIDE - SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: e-CJNI ) Building Permit Number: Plans Examiner. A. P. Number: GENERAL:4A� Zoning requirements – (number of permitted living units).. Building permit valuation. or � &TU9 Plans signed by the designer. f-n.0_'Q'W rea/n Proper description of wo ' rk * onth ' e Application. /3' Existing violations on the property. Recorded notice of violation. P-0 y PLOT PLAN: 611k- 07— ,4! Complete parcel size and dimensions. 122� Setbacks, side d, easements, Etc. 141A Other buildings our structures. X;, Grading, fills; and/or drainage. Flood hazard 6: Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and e fees)... FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAIN: IK Plans and specifications drawn to scale with dimensions 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). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Cd & section 2406). sizes _Required room si and ceiling heights (UnifoinfBdilft Code section 310.6). .7. GFC1 in baths, garage, kitchen, wet bar; and exteticii6ceptacles (NEC 210). All' Prohibited locations of gas water hiaters00rm, 'i"Pliftib -..Mg Code 509& 1213.5). Prohibited locations of gas heitink e0RPmV-hL!(UhM3A6 Mechanical Code 304.5). 0. e fimmall separation-mo—re'd (Uniform #3). Building Code section 302.4 exception )Zspace) Wood stove location -Alcove clearance (UMC section 205 confined space & unconfined• X,,Smoke detwors (Uniform Building Code section 310.91). Water closet clearances (Uniform Plumbing Code 408.5). JleshoNver compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: V, Conventional co,rctipL=.� . y shaped buildings (Uniform Building Code section 2320.5.4). v S6idard bracing rt red desi Q niform Building Code sedfion 2320.11.3). ngineer a a 1WU 2 an 3: Clicirestory requiringg and/or engineering.. C' 11ree story building requiring engineered calculations and plans. 5. FWidation plan complete enough to construct building. Floor construction details complete enough to construct building. auctions and wall construction details complete enough to construct budding. construction details complete enough to construct building. ties o ridge bearrL iieplace construction details and calculations if necessary. 11. oor a ize(s). jd e— �e_r vimeuO 12. Porch header size(s).. +rt'(-Q-4e'O ��. tud heights. L-01 Expansive soil - special foundation design required. 15. Retaining walls requiring design. Special Inspection -requirements. ww_ wallboard nailing inspection required. MISCELLANEOUS ITEMS: �, Stairway details - landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).' # ,2' Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster- weep screeds (Uniform Building Code section 25 06.5). g9qp#ch for roof covering (Uniform Building Code Table 15 -B -I& 2,15-D-1 & 2). -Roofe =(fire hazard). >r insulation - protection. Jr. -W halls and stairways (Uniform Building Code section 1004.3.3.2). �V-Two exits on three - story dwellings (Uniform Building Code section .1004.2.3.2). 10, Underfloor access and ventilation (Uniform Building Code section 2306.3 &'2306.7). WK .'".-C'access and ventilation (Uniform Building Code section 1505). C&nbustion air for fuel burning appliances - LPG requirements. .966nd requirements. 14. Energy design compliance and supporting documentation. ,W Flashing at all exterior openings. �WCDF responsible area requirements. 17" Building B5_qdd_ing Permit requirements: C17.12 SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Piimft conditions. 17.6. Sub -Standard Housing letter. d Page 2 of 2 0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte.' All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6,-U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, nm, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. • Attic access and ventilation, (UBC section 1505). • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide ''/z"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) Page 1 of 2 Owners Name: -,4L Xe n C, 3ohr scn M4A" Building Permit Number: ttDI - tSE�M& Plans Examiner: Martha Christy • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C.-section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every -bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also he required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area.. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and eggw' ament including overhangs -shall be clear of all easements. A setback Sr"Q'Yrom the side and5A W''f M the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. LL Page 2 of 2 Owners Name:Te,R-vn Building Permit Number: Ck— ISIB 6 Plans Examiner: Martha Christy SITE PLAN REVIEW APPLICATION Date: AP# ©� - O�e�� -0,3 Permit Number (if applicable) APPLICANT INFORMATION Parcel Size: C9. 3 B .4c- Owners Name: S ?L' F I c Lt/, 7'��K � C (�✓ � y Owners Address: g Iry C> GB o Q �,!°G&d Q'U2 Telephone No.: 3Y3-0069 t� �-� d ?6 -11?!9 4LO e,.0A-'!GTo, Situs Address: l d y 7 A 2 7 H U ,e C- T 417 A- d- A 1-(,4 Proposed Use: Residential New Single•Family Residential ❑ Single Family Addition ❑ Single Family Remodel ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ . New Commercial ❑ Commercial Addition ❑ Commercial Remodel ❑ .New Industrial ❑ Industrial Addition ❑ Industrial Remodel Other ❑ Septic ❑ Well ❑ Agricultural Exempt Building ❑ Other: . Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Stair' Use) Approved ❑ Conditionally. Approved ❑ Resolve Problems Prior to Approval [ Site Plan Stamped Approved By Date ; JZeg Pagel of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: [] Land Conservatio • . Conservation* Act Minimum Acreage. ❑ Verify residence can be built ❑ Nitrate Action Plan (See Environmental Health for standards) per contract ❑ Watershed Protection Overlay Zone. (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No:: Index Date: ❑❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) Chapman/Mulberry (See attached standards and requirements) ElCohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit El Minor Variance El Administrative Permit ❑ Variance ----------------------- ❑ Detached Building Use Form ❑ Encroachment Permit �~ ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: Zoning Code Streets & Highways Fire Prevention Subdivision Map Front a ®, Side Side Street C) Lpub \A! Rear Height -Pu� Waterway DS N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks.. Page 2 of 5 Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By Q Deeds: Date of Creation: Legal Access Provided: ❑ No Deed of Reference: Legal Access Required ❑ No Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: - Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Yes ❑ Yes Parcel Deemed to be legal Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 IR Subdivision Map/Parcel Map: I At � ,O a � �,,,�-s ( C /U 6 e S 1" -Ter U,v� Map Date of Recording: S 7 mac? If 2 r Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: Page: 73 Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ❑ Page 4 of 5 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy DocumentABuilding'Permit Site Plan Reviewl.doc Page 5 of 5 Cc P. • Sit �, M COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75411 + .. PI,T (Rev. 12/96) APPLICATION AND PERMIT „� (A ASSESSOR PARCEL NUMBER 0 Q a 1 ZONING 0-1 - BUILDING PERMIT OWNER Mir CTMY TELEPHONE 11A, J-1 SQ. FT. OCC. BUILDING VALUATION OWNERS MAJUNG X66124 - - 8950 GOODSPEEM AVE DURHAM t 1 r 0 CONTRACTOR'S NAME CAMERON JOHNSON TELEPHONE 1 C R3 810.00 lJ lV O V lIV CONTRACTORS MAILING ADDRESS6131 BERKSHIRE WAY, PARADISE, CA ^ `7 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 1,764.W ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $ 41.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS - Energy Plan Checking Fee $ LOU.J $ PERMIT FEE S x LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT `F Filing'Feel 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 gas water heater or.vent' ''S 15.00 TYPE OF WORK New ❑ Addition .Q Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SQUARE FOOTAGE ANIS AMITIMAL ENGINMING FOR REMIT NO, 01-15RR Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service20 AOR 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 W force and effect.��'' / License Class �� Lic. No. i< ..� Q�(.. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, Z will do the work, and the structure is not intended or offered for sale. as owner of the property, am exclusively contracting with licensed contractors io construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed R the permit is for work ;—fa valuation of one hundred dollars ($100) or less.) ` I certify that in the performance of the work for which this permit is issued, I shall �i 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' compen§ation,,rprovisions of section 3700 of the Labor Code, I shall forthwith comply with,those provjsions. X % ' Date �� Signature of Applicant/0 Owner Contractor ❑ Agent ' An OSHA permit is required for excavation ,over'5D" dee and demolition or construction of structurs over 3 stories in height.` p ` Main Service 2& 46.00 A C. WSU000A 1 OR CONST. DWELLING OCCUP. 3.5¢x. ..3 ORADDNS. ( T.IHUAiri OUTTLLEr NGN•RESID. CIRCUITS 97.50 APPARATUS 8 PSINGLOWER E OUTLET C1 R. EX. OCCU OUTLET OR FDRURES AL ®I.yD FIXED APPLNS. OR Ex. Occup.. ouTLETS RESID. E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i � �R MECHANICAL PERMIT Fling Fee 1 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ I occ /t CONST. TYPE TOTAL FEE $110.03 HA2. D. FEES IMP FLAOD X CDF , PARCEL PD HD 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. l Q 1 By !C/C/✓Y/_ jtvl ' Date ! � -d/o f PERMIT EXPIRES ON / Date t Receipt No. -� WHITE-D.D.S.-B.D. CANARY -ASSESSOR<: PI -INSP CTO GOLDENROD -APPLICANT r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 I `(� P (Rev.12/96) APPLICATION' AND PERMIT ( I ASSESSOR PARCEL NUMBER 066=2 — ZONING — BUILDING PERMIT OWNER ONE 068 . OWNEAS MAILING DRESS 8960 GOODSPEED AVE DURHAM CA I so. FT. OCC. BUILDING VALUATION CONTRACTOR'S NAME CAMERON JOHNSON TELEPHONE 15 S R3 810 • 00 V CONTRACTORS MAILING ADDRESS 3I BERKSHTRF WAY,PARAnTgF- CA_ 959b9 CONSTRUCTION LENDER = 4 LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 1,764.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 41.00 ARCHITECT OR ENGINEERS HARING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 69A7AURC'(7[TRTTMAC�AT T�,A SSA Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT iling ee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY____ Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition P Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DLEU SQU_An FOOTA E AND ADDTTTONAT ENGIINC. FOR PERMTT Nn- n1 -158R Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W Q20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 800VMain Service 200A 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 big force and effect.Q License Class Lic. No. /O�O OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 11--w— tas owner of the property, am exclusively contracting with licensed contractors o construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( a ACC. BLDS. so.J9 3.50,•38 �" NR°,pT' MULTI.OUTLETITS 97,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 209 00 RAL @ 1.50 Ex. Occup. OUTLETS OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling ee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: S Policy Number he above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' co satin rovisions of section 3700 of the Labor Code, I shall forthw' complywit o e pro 'sions. X gnature of Applic ❑ Owner Slcontractor ❑ Agent An OSHA permit is r Ired for excavatio =e!demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $110.03 HAZ D F IMP — FLOOD COF PARCEL PD [L "IS This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date 0 Dete Receipt No. WHITE-D.D.S.-B.D. CANARY-ASSESSO PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville. California 95965 • Telephone (530) 538-7541 PERMIT (Rev. 12/96) APPLICATION AND PERMIT (0 AS $0.0 D0"M0� t BUILDING PERMIT - owe SO. FT. OCC. BUILDING VAL e m"°"` 3-C�`�'9� u�noN 0~'S wars a00FAee .O oo"AcOk" wut,7 /VIA Ne O O oownucit�iii wa,w. Grr---4-i.i rLlha(� Ex. Occup. om �► 5.00 Temporary Service 23.00 0o uooar 20.00 "Sc. Wirina 23.00 unoors WAAM Mooren Fireplace Total Vsluatlon i aeearecroner+aMM �'�e ra Filing Fee = 20. rMaertR.TOft eraeree�s warn aooKse Permit Fee Plan Checkln Fee i auaoraaooaae 6-2� � /-1 Q.. CA- Ener Plan CheckingFee i U. �S�S $ wrwo eu-ft ,ratsr�[ 'L wi PERMIT FEE III PLUMBING PERMIT Filing Fee 20. USEOFSTRUCTURE Each Tr 7.00 Solar or heat pump water heater 23.00 SF o Duplex o Mobiehome o Other Water piping 15.00 TYPE OF WORK Each gas water heater or vent 15.00 New o Addition 010 O ten O oher line to t - S outes Buildingof 15.00A 15.00 Describe Work: MC,4,j Mobile Home I S I G I W 1 @20.00 L. 4 -f�ay— PERMIT FEE _ ELECTRICAL PERMIT [FlOngfFeel 20. - Main Service =00= 23.00 Main Service 20M To 1000A 44.00 Ex. Occup. ovr rr oa Rmxm ew ; '70 Ex. Occup. om �► 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 "Sc. Wirina 23.00 PERMIT FEE IS ZZ- Z)0 MECHANICAL PERMIT I Filing Fee 1 20 Heating Cooling Hood 8.50 Ventilation PERMIT FEE f Moble Home Installation Fee S Energy Inspection Fee $ 3 `° V K TOTA EE $ l Q 3 rloQo eqf ro This permit is hereby lesued under the appkAble Provis of the Butte County Code and/or Resolutions to do v indicated above for which fees have been paid. By Date ------ "����'� o �"T'�;�11'e^'' •iR Rte', t COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET OWNER: 5,fC 4,f4&,n ASSESSOR PARCEL NUMBER: �� (V - 2� O Proposed Building Use:Building Inspector: Date: At time of permit application, I was a� ed 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. ; ----------------------------------------------------------- 0 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- E!,4;-En1 eered 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! ------------------ 116. Energy Design Compliance and supporting documentation.---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ❑ 8X�ees Hazardous Material Form. ------------------------------------------------------------------------ ufactured Home data and installation instructions including Tie Down Specifications. of$ 11 d -------------------------=------------- -------- IUB--;#:?j-� pact fees as shown on the attached schedule. -- , �' —Z ---T ----------------------- Ell �--------------. ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------- ❑ 13. Flood elevation certificate.---------------------------------------------------------------------- ❑ 14. Sanitation and plot plan approval Health Department. Ell 5. 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 11 Improvements, ❑ Drainage, ❑ Legal Parcel. 1119. Encroachment Permit for driveway (construction approval prior to occupancy). ---• ❑ 20. Pre -inspection for required. Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 623. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑24. Letter of signature authorization. -------------------------------------------- ❑ 25.: Recorded copy of Agricultural Acknowledgment Statement. -------------- 026. Letter of intent on building use ------------------------------------------------- E127. ----------------------------------------------. ❑27. Manufactured Home utility clearance. -------------------------- ❑28. Existing violations and/or expired permits. -------------------- ❑29. 11433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: Ze/n you issu( e(p,,ermit, tr�cess as follows ❑ Mail to owner,, OMail to o tractor. elephone D AY ��T and hold for pickup at V r 6 - (qT office. ❑ Deliver with inspector. �!V—ffCF 6-71 r Applicant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Depe� Copy of plans sent ❑ Health Department, ❑ Fire Department, Mer: Date: Date: By: Date: By: 1. Index permit application for the above items numbered: - 11 Plan Check List 2. Additional items required: 1 JF Contractor, designer, owner, was advised of the above req ' data by 13one2`0 mail, 13 Building Division counter, by Date: Contractor, designer, owner, was advised of the above req data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the abover data by 13 phone, ❑ mail, ❑ Building Division counter, by ate: Plans reviewed by: ML l Date: ' 1 • !i ate: Plans approved by: D Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: VAlln.:. 0—, n-, +: a -CTI-- - '----- - .. .. . . i r (Date) School District A.P. Number Property Owner BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Building Department No. U Jurisdiction: City County Property Location/Address 642 4 —1 -H f +kl to r- L -2L Subdivision t L.c./ ..................................................................................................... Residential Development E Sq. Footage No of wing Mobile Home Ad8ftr,,n/ Supplemental tom (Group R) Units Installation Conversion Permit it '(No foundation inspection): €................................................................................................................... Commercial/Industrial New Addition Building Department Representative (Hoar clans reviewed by Scnool uistrict Identification No. /0 / 416 a -1444 /�[/L/,C�1,C� School District certifies that w/ (Street A (City) has complied with the requirements of Resolution No. representing ct square feet. Paid by Check N (,� Remarks: Sq. Footage (Including Exterior Roofed Areas) 9. d/ Date 1�1)) //," � t!.� 1i I / (Applicant) (Phone Number) 3 5 (Zip Code) by payment of $ 30,7 AB 2926 $ FULL MITIGATION $ 9'- 2, Date IN V Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with • Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. 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I ...... ...... . . . . . . . . . . . . . . . . . . . * . . . . . . . : .......... .......................................... ....................................... . .................................. ...... I ....... I ...... ............. .... .......... I ...... ...... ...... .................... ...... ............. ...... ............................ ...... ..... ...... ...... ...... ...... ................... ............. ...... .................... ............. ..... .............. ...................... ............. .................... .................... ...... .......................................... . ............. .............. .......................... ...... I ...... I ..... . ............. ...... ........... . ...... I ....... I ...... ...... I ...... ............ ...... ............. I ..... ...... I ...... ...... ...... * ...... ..... ...... ..... ........ ............. ...... . ........... Robert D. McGhie .lob JO- YA1 Structural Engineer Sheet S1 of P. O. Box 338 Date 2- /- 0/ Forest Ranch, CA 95942 By Q D„N Checked by (530) 891-0903 ................ .- --• tiI...... .,i�h/� L-? �Ll .. C�7 ✓. .S.j.... Pt .. ...�....�....j..........{...... j......:......j.... ....;......;......i.. ... �........ .. :-• .j......:......y......; ............. .._.. -.. 1� ..-.. ...... ••....••....... > ................ . . ........ . .. .. ..- . . ............................... j ;.. ..;.. ..j.. ............. ........................ .. .. ............. :..... .. ..... ........................... .... .. .. ..:..... �'rc��. ..... yo� ................. ...... .............. . . ............ .. ._ .. . .. ......................... ..................................... : t......l............:......,......j ................... .............. ... ............. .. ............ ... ... ............. _ ...? Z - :a s}� ........... . . _ .. .. .............. ... ........ �?q vcI .. .. : STRUCTURAL C A L C U L A T I O N S F O R CONCRETE CANTILEVER RETAINING WALLS JOHNSON CONSTRUCTION LIC 690506 PARADISE,. CA 95969 FL T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 v SUBJECT: CONCRETE CANTILEVER RETAINING WALLS BY: FLT DATE: 08/01 JOB NO: 1131 PROJECT: JOHNSON CONSTRUCTION PARADISE, CA 95969 FLT EGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 4 DESIGN CRITERIA: STUD WALL, ROOF AND FLOOR ARE SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1997 UBC SUPERIMPOSED LOADS: MIN. DL = .O1 x (3 + 8) _ .11 k/l MAX. LL = .030 x 17 +.01 x ( 17 -3 ) +.050 x 4 = .85k/l MAX LL. - ROOF SNOW + ADD'L ROOF DL + ADD'L FLOOR DL + LL LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING ( INCLUDING DL + LL) AND SLIDING RESISTANCE ( MIN. DL ONLY), 6" CONCRETE WALLS: 2'-1" TO 4'-0" HIGH - SHEETS 2 & 3 CONSTRUCTION DETAIL - SHEET 4 MATERIALS: CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - f c = 2000 PSI @ 28 DAYS REINFORCING - ASTM A615, GRADE 4e ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF ALLOWABLE LATERAL BEARING PRESSURE - 200 PSI,,*' R' C E 32434 Reg. Expires 12-31-2004 PROJECT : JOHNSON CONSTRUCTION JOB NO. : 1131 DATE ' : 8/2001 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (IEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : LEVEL 30 0 40 2000 .11 .85 4 3.5 6 6 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.18 MOMENT - Mw (FT -KIP): 0.21 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) -------------------------------------------------- 0. 039 _______________________________________________0.039 3.75 #4 @ 61.5 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 1� COMBINED STRESSES @ WALL: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Z OF �' 0.13 < 1.0 PROJECT : JOHNSON CONSTRUCTION JOB NO. : 1131 DATE : 8/2001 CALCIS BY : FLT FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: FLT ENGINEERING. 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 3 OF 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 604.06 - TOE (INCHES): 10 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT -2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: 0.30 0.46 0.94 1.13 2.49 ^ 0.68 0.28 0.27 2.00 0.67 870.52 < 1500 72.81 > 0 1189.27 < 1500 604.06 > 0 ��� 0.43 > 0.30 -- ����' mJ EARTH PRESSURE @ TOE - Fv (KIP): 0.89 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.31 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.024' 8.75 #4 @ 98.9 DESIGN TOE REINF.: #4 @ 24 A BY -. � / _ DATE _ , SUBJECT C04111; /L erfV4W COWC/CCTt SHEET NO. OF .�.VG WAG G COAIST. ,0ETA/L GHKQ. BY-..__._ -DATE ._ �._._..- ------•---__ '? r _ JOB NO. - �/O �f%dtJ CCiJS T-,e !/C?70/cJ P•7:� �f-d�/S E' &�EG. a RCE 32434 Reg, Ex ,•-777 12-31 -2004 - ESS/Ory, Z rC4_r-A' � Q�pF ! _ CO/•lPif CTG�D W O 32 ^' Jl,�l CIV1 ��\Q F OF CA�a O rc41=_A2 ,vT � � ► � rH2r �t/AT"VR.4L 6'DE MOTE'3 CONC. SLAB rV Cava 'CEr ,V "! =49w_w NOT JeC�Q%, pe H2 '7- OP/ OZ ;�(" 8. .�,, rLM 'CL• �b. C , do .e " Z#u Ole" MAVIrk P ! ,. Q`. APPROVFF) J_T_ NOTES..• /, DES/G.V CSP/TES/�# P�.e CALCUGf} T/DNS Sf/F�T /. /a "o a 30 4,4R 3. PF�eFo,2� �-e4/,y PiP� TO,a.4YG/GHT /NV CU.FT. O P D�e.4/N ,C?OC,C/G.v. ,-, LY �U�.120�JEEW�U�.12 - OPTlO.(/.tG LOCAT/O�VS. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 k l n Truss Take -off Design & Sales si stance Monte Call - 793 Camellia Dr - Paradise, CA 95969 (530) 877.4732 Of f ice (530) 877.4732 FAX TRUSS ENGINEERING O Cameron Johnson Blusar Manufacturing (530),741-4920 Truswal Systems (800) 332-4045 W ITE COLM -Y ^PPROVErui, 'I' v n � D L O o C) O CJ -n m z z z Z o o DESIGNED BY JOB DESCRIPTION: CAMERON JOHNSON JOB LOCATION: ob Name: dodn _--_= Joint Locations =-_== 1 0- 0- 0 29 1- 2- 4 2 1- 2- 4 30 2- 6- 4 3 2- 6- 4 3.1. 3-10- 4 4 3-10- 4 3' 5- 2- 4 5 5- 2- 4 33 6- 6- 4 6 6- 5- 8 34 7-10- 4 7 7-10- 4 35 9- 2- 4 8 9- 2- 4 36 10- 6- 4 9 10-.G-,4 37 11-10- 4 10 11-10- 4 38 13- 2- 4 11 13- 2- 4 39 14- 6- 4 12 14- 6- 4 40 15- 2- 0 13 15- 3- 4 41 16- 0- 4 14 16- 0- 4 42 17- 4- 4 15 17- 4- 4 43 18- 8- 4 16 18- 8- 4 44 20- 0- 4 17 20- 0- 4 45 21- 4- 4 18 21- 4- 4 46 22- 8- 4 19 22- 8- 4 47 24- 0- 4 20 24- 0- 4 48 25- 4- 4 21 25- 4- 4 49 26- 8- 4 22 26- 8- 4 50 28- 0- 4 23 28- 0- 4 51 29- 4- 4 24 29- 4- 4 52 29-11- 4 25 29-11- 4 53 29-11- 4 25 30- 8- 4 54 30- 8- 4 27 33- 1- 8 55 33- 1- 8 28 0- 0- 0 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. (ML ELK 2x4 DFL STANDARD TFATF VATM FER IMD 1 CQ -I REFC #1607. Lc,aded fcr 10 PSF rrn-oaxxir est Bal . PLATIN; BkSm CN G;aN LUvEER VALLE S . aid verticals =s;2e for axial londs only. E d verticals that are extended above arc below the truss profile (if aTay) may require additional design ccmideraticn (by cth*s) for lateral fo cos dao to wird or selamc loads on the building. Truss ID: A Qty Platt' ADSI/'IPI - 1995 THIS LESIIN I3 'II•>E Q1M_rIE ?7E= OF nimpm intp ci%sm.'� BE*UM ROXnUMM shDAn are based a4X on the truss nater{a1 at each bearing. > ti i eel (by others) to Ap�rSevstt zztatiaaitepp1lu•�5] See HIB -91 and <It is assured thatoneface of this truss < is sheathed vaith ply CBB, � t od board < eidi V ar 1a�dirg. If n*, < ad3itzaal loads trust be crnsddered on < ncri-oa tiriz:us bearing ,nh1eH. see adagate "lea � gable blocks. Thig-alse stazkCe�rn lateral g detaII See Lateral 1 in 1u7ee withable �d'rads harve tot been considered unless noted ctherwise. Tree loads arra their am-leetione are the respa7sibdlitY of the hailding designer. o Preverlt the truss froth die to llateeral loads. Lateral leads the= ca7nectdorts are the reepateibility of the b.rilding designer. 1.2-4 4-0.0 i 4.0-0 440 , 4-2.0 i 4-0.0 44 (_) 1 4.0.0 ?-g,a 1-2.4 5.2-4 9.2-4 1.3.2-4 17.4.4 21-4-4 1.5-4-4 19.4-4 33-1.8 15-3-4 t 17-10-4 1 1 ? 4 .5 6 7 8 9 10 11 121314 15 16 17 18 19 20 21 22 23 242526 27 6.00 -6 -001 ?-4 IDDIFE This truss is designed usirg the LW -97 Cbde. Bldg Errlcsed . Yee Truss Iccatirn - Not R -d Zane, Harricate/Coean Line No Bldg Leh 80.00 ; Biem-R m 01 0 ft Mara roof height - 24.70 ft, nph = 75 LDCStat'rlaard. C=Ixa -y,_� Irnd - 21.0 pef 13 SHIP YYAAIVIiV(i Rend all (notes oft this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not nvss system. It ISIS been based on specifications provided by the component manufacturer and done in accord:mce with the current versions of TPI and AFPA design standards. No responsibility, it assumed for dimensional accuracy. Dimensions are to be W -LLC FG verified by the component m.•tnufacmrer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this � design meet or exceed the load big imposed by the local building code and the pit icular application. The design assumes that the top chord is Literally braced by the roof or floursheathing and the bottom chord is laterally braced by a rigid sheathing material directlyattached, unless otherwise noted. Bracing shown is for Lateral suppult of components members only to reduce buckling length. This component shall not be placed in any environment that TR 41SwAL SY.17EAiS will c:nlse the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in .14.15 1Jor1hp"rk Dr.. ('nL zprtnxs, CO xo907 accordance with the following stvnd:urds: 'JOINT DETAILS', by Tnuswil, 'ANSI/TPI 1', 'WTCA F - Wood Truss Council of America SLindard Design Responsibilities, 'HANDLING; INSTALLINO AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HID -91) and 'HID -91 SUMMARY SHEET' by TPI. The Truss Plate Ins(inue,(TPI) is located at 5x3 D'Onofrio Drive, Madison, Wisconsin 5.1719, The American Forest and Tp5. 0 Version T6.2.6 Rtper Association (AFPA) is located at 1111 191h Strect; NW. Ste 800, Washington, DC 20036. p.0FESS10 MFss Fyy 9� m --1 No. C04 82 = X) Y11, 12/31/02 \CCw THF: 138.7 WT:231 # Chk: Dognr: #LC . 10 TC Live 30.00 pef TC Dead 11.00 psf BC Live .00 pef BC Dead 10.00 pef TOTAL 51.00 pof 8/21/2001 Scale: 1/8" . 1' WOt CJOHN Custmter Name: da DurFacs L.1.15 P.1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UHC -97 Dal Ratio: L/360 TC: 4/480 30-1-0 1308 mm���cc 'I'1'I'ICAIA'I 0 L6 2, - 210_ STUB 18 29 -i0 •il 1-2-4_i 4-0-0 1-2.4 .5•2.4 .t1 .r.t ?4 4-0.0 9-2-4 33-1-5 .0-3-0 .es ?6 ?7 .ra ?94041 42 43 44 as 46 47 48 a9 so slsas4ss STUB 4.40 4.2-0 4-40 4-4n 4-40 3.9.4 --t --I ---1 -_� -1 _i 1.3.1-4 17.4-4 21.4-4 2.5•4-4 29-4-4 3.3-1-8 -�+ N_%+ Truswal Systems Plates are "H"(16 ga.), or "MX"(TWMX Circled plates and false frame 20 ga. unless shown by "18"(18 ga.), 20 ga.), positioned per Joint Report. „i.r-ee __ __ _._ II OVER CONTINUOUS SUPPORT YYAAIVIiV(i Rend all (notes oft this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not nvss system. It ISIS been based on specifications provided by the component manufacturer and done in accord:mce with the current versions of TPI and AFPA design standards. No responsibility, it assumed for dimensional accuracy. Dimensions are to be W -LLC FG verified by the component m.•tnufacmrer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this � design meet or exceed the load big imposed by the local building code and the pit icular application. The design assumes that the top chord is Literally braced by the roof or floursheathing and the bottom chord is laterally braced by a rigid sheathing material directlyattached, unless otherwise noted. Bracing shown is for Lateral suppult of components members only to reduce buckling length. This component shall not be placed in any environment that TR 41SwAL SY.17EAiS will c:nlse the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in .14.15 1Jor1hp"rk Dr.. ('nL zprtnxs, CO xo907 accordance with the following stvnd:urds: 'JOINT DETAILS', by Tnuswil, 'ANSI/TPI 1', 'WTCA F - Wood Truss Council of America SLindard Design Responsibilities, 'HANDLING; INSTALLINO AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HID -91) and 'HID -91 SUMMARY SHEET' by TPI. The Truss Plate Ins(inue,(TPI) is located at 5x3 D'Onofrio Drive, Madison, Wisconsin 5.1719, The American Forest and Tp5. 0 Version T6.2.6 Rtper Association (AFPA) is located at 1111 191h Strect; NW. Ste 800, Washington, DC 20036. p.0FESS10 MFss Fyy 9� m --1 No. C04 82 = X) Y11, 12/31/02 \CCw THF: 138.7 WT:231 # Chk: Dognr: #LC . 10 TC Live 30.00 pef TC Dead 11.00 psf BC Live .00 pef BC Dead 10.00 pef TOTAL 51.00 pof 8/21/2001 Scale: 1/8" . 1' WOt CJOHN Custmter Name: da DurFacs L.1.15 P.1.15 Rep Mbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UHC -97 Dal Ratio: L/360 TC: 4/480 Job Name: c'odn DM X -LCC Pz)zr SIZE ,REIZ'D 1 2-11-12 1885 3.50" 2.01" 2 32- 6-12 1527 3.50" 1.73" TC FCRCE A`L END MI. 1-2 81 .01 .32 .33 2-3 -1936 .05 .34 .38 3-4 -1824 .03 .56 .59 4-5 -1908 .03 .56 .60 5-6 -1873 .03 .57 .60 6-7 -1714 .02 .57 .59 7-8 74 .01 .30 .31 2C FUM ALJ., RZ CSI 9-10 1521 .11 .21 .33 10-11 1747 .13 .31 .44 11-12 1392 .10 .31 .41 12-13 1392 .10 .31 .42 13-14 1679 .13 .31 .44 14-15 1259 .09 .21 .30 I+FS FAKE CSI 4 B FAKE CSI 1-9 -355 .05 5-13 468 .21 2-9 -2130 .79 6-13 -312 .24 2-10 290 .13 6-14 -391 .42 4-10 -175 .19 7-14 468 .21 4-11 -404 .31 7-15 -1987 .60 5-11 559 .25 8-15 -59 .01 NW 1gL@MCN (spala) L/999 IN N24 11-12 (LIVE) L= -.08" D= -.06" T= -.13" _---= Joint Lrxatiais = 1 0- 0- 0 9 0- 0- 0 2 3- 6-12 10 4- 8-13 3 6- 5- 8 11 11- 9- 2 4 9- 5- 0 12 15- 2- 0 5 15- 3- 4 13 18- 9- 6 6 21- 1- 8 14 25- 9-11 7 26-11-12 15 29-10- 8 8 29-10- 8 TC 2x4 DFI, #1 & Btr. PLATE \TAILS PER ICBJ RES RE6C'4Zf #1607. Loaded for to PSF ncn-cxt=A-rent BOLL. PLA= BASED CN GUN LLMEER VALIES . 13x1 verticals designed for axial loads only. E1 -r3 verticals that are extended abase on below the truss profile (if any) may req -u -.•e additional design oxisideratim (by ctl ) for lateral fmaaes due to wind or seismic loads on the hiildirg. Truss ID: Al Qty: 4 Plating 1S8I/'IPI - 1995 THLS LFSIt��1 IS gig ITE RESCI,T C MULTIPLE I= CASES. BFARIM R@=MvENM sho,m are based CNUY on the trues material at each bearing. is ad Ory ethers) to PS r>d_atia=/1 1-1995;itq�Iir>g. 0.3SeepM-91•� .4.5 and 3-6-12--t 5-10-4 ..S-10-4 5-110-4 5-10-4 3-6-12 9-5-0 15-3-4 21-1-8 26-11-12 1 2 3 4 5 6 7 8 600 100N100# '6•00� 5-6 Drwg: C0012 - 'Ihie truss is desig-Ad using the UC -97 Qxis. Bldg arlosted - Yes Thee Incatim = Nct Enol 7nae lHimmcam/0-em Line. Ib Flickh = Bldg Length = 80.00 ft, " 10.00 ft � roof ha ght - 24.70 ft, nph = 75 Aid Laid . 21.0 psf - - ------LCD # MSIIN LOAM -------- Dir L.Plf L.Iac R.Plf R.1cc LLv,'II TC Vert 82.00 2-10- 0 82.00 32- 8- 8 .73 9C Vest 20.00 2-10- 0 20.00 32- 8- 8 .00 TC The X.Ioc UVAIL ' eat' " 100.0 16-11- 8 .59 TC Vert 100.0 19- 5- 8 .59 �5 pp.0'rtSS10 �QQy L. MFss eFyy Nr 9� M -.1 NoA982 M y _ 4-6 A l AZL-01 29-10-8 2-10-0_i 3-6-0 STUB 9 10 11 12 13 14 15 � STUB 4-8-13 7-0-5 � 7-0-5 � 7-0-5� 4-0-h 4-8-13 11-9-2 18-9-6 25-9-11 29-10-8 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or .,Mx" 20 ga.), positioned per Joint Report. E- Circled colates and false frame plates are nositioned as shown above. WARNING Read all notes on this skeet and give a copy of it to the Erecting Contractor. TBFt 94.0 WT: 155 # This design is for an Individual building component not miss system. It has been based on specifications provided by the component manufacturer and done Chk: in accord ince with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B L � s /�. MFG c/� verified by the component inanufacnirer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this DsJ�'= #LC - 10 > /'i� � �� (- V design meet or exceed the loading imposed by the local building code and the paticulnr application. The design assumes that the top chord is Literally LLC braced by the roof or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Live 30.00 psf Bracing shown is for Lateral suppon of components members only to reduce buckling length. This component shall not be placed m any environment that TC Dead 11.00 psf 'n: t �SwAL 8Yst'Enas will cause the moisture content of the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this tniss in 444.5 Northpark Dr.. 611-1S111619-1, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Tnuswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC Live 00 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HI0 -91 BC Dead 10.00 psf SUMMARY SHEET' by TPI. TheTruss Plate Institute fTPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 5.1719. The American Forest and o Tp5 . 0 Version T6 .2 . 6 Paper Association (AFPA) is located :it 1111 19th Strect,iN\V, Ste 800, Washington, DC 20036. . TOTAL 51.00 psf 1. 12/31/02 C/VIL 8/21/2001 Scalet 5/32" . 1' IWO: CJOHN Custcuror Naatet da DurPacs L-1.15 P-1.15 Rep I&r Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dafl Ratio: W360 TC: LV480 Job Name: cjodn ' 1, X -LLC REACT SIZE RBZ'D 1 6 1-12 2193 3.50" 1.96" 2 10-- 0- 0 1056 3.50 1.50" 3 15- 0- 0 1310 3.50" 1.50" 4 21- 5- 1 1750 3.50" 1.50" 5 26- 7- 3 636 3.50" 1.50" 6 30-10-11 1271 3.50" 1.50" 7 34-10-10 564 3.50" 1.50" TC ===== FCRCE Am RZ CSI elaoA n. Lateral a bt 1-2 920 .13 .27 .40 2a!! oc. Alta'rativel , use o -braoes as sh3n on'lhsL�al 2-3 1453 .21 .43 .63 bion of intezicr ip,ri,icIs &xxyld be 1 mnimfl on � truss. 3-4 690 .10 .55 .65 Shim PLATIIv� C ) for LIMBER fit. 4-5 403 .04 .55 .60 5-6 708 .10 .71 .81 1 1 1 14-0-13 18-1-4 22-4-15 16-8-11 30-10-10-10 6-7 400 .00 .71 .71 7-8 374 .00 .87 .87 8-9 -383 .01 .87 .88 9-10 192 .03 .57 .59 10-11 288 .04 .57 .61 EC FORCE A`1, EM CSI 12-13 -707 .00 .17 .17 13-14 -1144 .02 .17 .18 14-15 157 .00 .21 .21 15-16 241 .00 .21 .21 16-17 241 .00 .23 .23 17-18 219 .00 .23 .23 18-0 262 .09 .29 .32 18-19 262 .04 .29 .32 19-20 -74 .00 .11 .12 20-21 -1180 .02 .21 .23 21-22 -92 .00 .29 .29 WEB FARCE CSI �Nm FT?tm CSI 21-10 -1102 .24 7-15 -694 2-13 -549 .10 7-17 -545 .43 .34 3-13 -1532 .26 8-17 -1116 .88 3-14 854 .38 8-18 116 4-14 -857-.34 9-18 -618 .05 .22 6-14 -717 .75 9-19 -424 5-15 -549 .44 10-19 251 .23 .11 1`17 -LX LEFL.EC.TICN (slab) • L/999 IN NEM 21-22 (LIVE) LF -.03" D= -.02" T= -.04" I"V%X LEFLEMCN (c-ult) L/999 IN MEM 12-13 (LIVE) Lr= -.05" D= -.01" T= -.08,- .O8" =--== Joint Locatiow ==== 1 0- 0- 0 12. 0- 0- 0 2 3- 7- 3 13 6- 0- 0 3 6- 0- 0 14 10- 0- 7 4 10- 0- 7 15 15- 0- 0 5 11- 0-15 16 18- 0- 0 5 14- 0-13 17 21- 2- 8 7 18- 1- 4 18 26- 2- 1 8 22- 4-15 19 30- 2- 8 9 26- 8-11 20 30-10-1 10 30-10-10 21- 0-10-1+U 11 35- 0- 6 2f7- p_ >7 TYPICAL I'1, : I gay C _ G a��5 Nonl,p,rkr.. Cnl rings, CO 80907O. TP5.0 Version T6.2.1. 9-0-14 0-0-4 4 6.00 � _6.001 1 Drw This tnm is dwiggned using the UC -97 Axle. - Bldg Fhclosed . Yes Tlnrss Location . Not Ehd Zone iisrirane/Deem Lith . Ib N�'eai�n �h- 80-002;' BSS Wickh 10.00 ft LBC Srtph . 75 Dead Iaad - 21.0 pef -- -------LOAD # LFSICN LOAM --------- -- Dir L.P1f L. R.Plf R.Iac TC Vert 164.00 0 0- 0 264.00 18- 2- 8 37 TC Vest 264.00 18- 2- 8 170.54. 35- 0- 6 .63 TC Vat 88.54 35- 0- 6 82.00 36- 2- 8 .59 RVert1 20.00 0- 0- 0 20.00 35- 0- 6Attac.00 ' tcp ca=d (if sl=um) with 2-4 plates (2x4 or 3-6 plate: (2�) at 24" o.c. and lied notated, in tiatto the creel p si... Tire secs 3-Y tcp he fcr a.Sloda=s as lueeclad. M NOT NJICfi Ram sm EK (***) . 4-0-0 ;=M 12 13 14 15 16 17 0-3-0 6-0-(_ ► 4-0 7 4-11-9 6-2_8 4-11-9 4 0-� �1SQD1 22 I STUB 6-0-0 10-0-7 15-0-0 21-2-8 26-2-1 30-2-8 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), LOVER 7 SUPPORTS (16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled Plates and false frame n7=rem VVA,ff1V11VU Rend all notes on this sheet and give a copy of it to the Erecting Contractor. This design 8n is for an individual building ddm component tent not truss toss s �s P i tem. It has been based si apeeiiss assumed provided by the component manufacntrer and done in y (li with the current versions of TPI and MPA de ign standards. No re ponsibility is assumed for dimensio!t d accuracy. Dimensionsareto be �vcrificd by the component !nanu(acnn'cr and/or building designer prior to fabrication. The building designer mutt asccna n that the loadx util'ved on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Literally braced by the roof or floor sheathing and the bonom chord is Literally braced by a rigid sheathing material directly aaiched, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall nut be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or close connector plate corrosion. Fabricate, handle, install and brace this truss in accord ince with the following atan6rds: 'JOINT DETAILS', by Tr!sual, 'ANSI/TPI t', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING IN.e'rALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' . (RIB -91) and '14IB-91 SU,NIMARY SHEET' by TPI. Thc'Plate Instinue (PI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719, The American Forest and Paper Association (AFPA) is Locoed :n 1111 1 91 Street,. IN"'. Sic 8M, Washington, DC 20036. t'=%C -� o. CO 5982 Exp. 12/ 3"I 02 TBF: 216.0 WT:3 48 # Chk: Dsgar: #LC . 10 TC Live 30.00 pef TC Dead 11.00 pef BC Live .00 pef BC Dead 10.00 p:f TOTAL 51.00 pef 8/21 /2001 Scale: 1/8" ■ 1' WO CJOHN Customer Name: da DurFacs L.1.15 P.1.15 Rep bfbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: L4/360 TC: 4/480 Truss I D: Al 0 TIC 2x4 EFL #1 & Btr. 13` 2x4 LFL, #1 & Btr. ® fetes the zequj 1&ment for lateral }:acing at r 1 IAB 2x4 LFI, STAND 20-10 EFL SE*CM elaoA n. Lateral a bt a L, BLK abc4 EM LuTber shear alloAables are� � rej i b 1 i ty of the building dpi�aer are Plat' P5 I�-97. g ANSI/TPI - 1995�� used fcr l= stay be � �ER�-TT 1 err THIS LESICN IS THE C3vllCrrM FESLLT OF MULTIPLE = CASFS. 2a!! oc. Alta'rativel , use o -braoes as sh3n on'lhsL�al BEPRI m REIWiRII-ENIS sIo n are based az y on the truss Ssre FLATE� staribi d detail CD01003160. VALLES FM ICBJ RE" *KH material at each Inot.' Interior support or teipary Gho �t REFCRT #1607. oadA L - for 10 PSF r=-carurreg BC L. be in pla a befm-e ere tu-S this truss. GRble brodics. are 2x 4 O 16.0 in. bion of intezicr ip,ri,icIs &xxyld be 1 mnimfl on � truss. o. c. M. <It is assumed that � fare of this truss E Zrt is� (by ��) to < is she=rl,oa wyth pl CSB, wood board • or additio:al ia't/t�braCiM See HIB -91 alnd 1-1995; 10.3 4.5 arta 10.3.4.6. < l�ti�be o3rsidexed on Shim PLATIIv� C ) for LIMBER fit. tN<��yn�-cn�tinuaus �ari.u.r; gables . Mot,ay Fleegable blacks. Cable studs T telelater� See Lateral lin Line with c3�lsve ret been acmidei'ed unless noted otherwise. rn- loads and tly =Inectlals are the responsibility of th3_lp<41dding dEsig�,41 4_0-7 y *4-0-� 4-3-11 4-3-114-1-15 3-7-3 10-0-7 1 1 1 14-0-13 18-1-4 22-4-15 16-8-11 30-10-10-10 9-0-14 0-0-4 4 6.00 � _6.001 1 Drw This tnm is dwiggned using the UC -97 Axle. - Bldg Fhclosed . Yes Tlnrss Location . Not Ehd Zone iisrirane/Deem Lith . Ib N�'eai�n �h- 80-002;' BSS Wickh 10.00 ft LBC Srtph . 75 Dead Iaad - 21.0 pef -- -------LOAD # LFSICN LOAM --------- -- Dir L.P1f L. R.Plf R.Iac TC Vert 164.00 0 0- 0 264.00 18- 2- 8 37 TC Vest 264.00 18- 2- 8 170.54. 35- 0- 6 .63 TC Vat 88.54 35- 0- 6 82.00 36- 2- 8 .59 RVert1 20.00 0- 0- 0 20.00 35- 0- 6Attac.00 ' tcp ca=d (if sl=um) with 2-4 plates (2x4 or 3-6 plate: (2�) at 24" o.c. and lied notated, in tiatto the creel p si... Tire secs 3-Y tcp he fcr a.Sloda=s as lueeclad. M NOT NJICfi Ram sm EK (***) . 4-0-0 ;=M 12 13 14 15 16 17 0-3-0 6-0-(_ ► 4-0 7 4-11-9 6-2_8 4-11-9 4 0-� �1SQD1 22 I STUB 6-0-0 10-0-7 15-0-0 21-2-8 26-2-1 30-2-8 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), LOVER 7 SUPPORTS (16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled Plates and false frame n7=rem VVA,ff1V11VU Rend all notes on this sheet and give a copy of it to the Erecting Contractor. This design 8n is for an individual building ddm component tent not truss toss s �s P i tem. It has been based si apeeiiss assumed provided by the component manufacntrer and done in y (li with the current versions of TPI and MPA de ign standards. No re ponsibility is assumed for dimensio!t d accuracy. Dimensionsareto be �vcrificd by the component !nanu(acnn'cr and/or building designer prior to fabrication. The building designer mutt asccna n that the loadx util'ved on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Literally braced by the roof or floor sheathing and the bonom chord is Literally braced by a rigid sheathing material directly aaiched, unless otherwise noted. Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall nut be placed in any environment that will cause the moisture content of the wood to exceed 19% and/or close connector plate corrosion. Fabricate, handle, install and brace this truss in accord ince with the following atan6rds: 'JOINT DETAILS', by Tr!sual, 'ANSI/TPI t', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING IN.e'rALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' . (RIB -91) and '14IB-91 SU,NIMARY SHEET' by TPI. Thc'Plate Instinue (PI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719, The American Forest and Paper Association (AFPA) is Locoed :n 1111 1 91 Street,. IN"'. Sic 8M, Washington, DC 20036. t'=%C -� o. CO 5982 Exp. 12/ 3"I 02 TBF: 216.0 WT:3 48 # Chk: Dsgar: #LC . 10 TC Live 30.00 pef TC Dead 11.00 pef BC Live .00 pef BC Dead 10.00 p:f TOTAL 51.00 pef 8/21 /2001 Scale: 1/8" ■ 1' WO CJOHN Customer Name: da DurFacs L.1.15 P.1.15 Rep bfbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: L4/360 TC: 4/480 Job Name: cjodn 2FG X -LCC .REACT SIZE REQ -D 1 2-U-12 2328 3.50" 2.48" 2 32- 6-12 2075 3.50" 2.21" TC FCRCE A;•L EM CSI 1-280 .01 .31 .32 2-3 -2467 .03 .36 .44 3-4 -2289 .05 .56 .60 4-5 -2404 .06 .56 .61 5-6 -2358 .05 .56 .62 6-7 -2182 .04 .56 .60 7-8 73 .01 .29 .30 BC FCRCE A}L HID CSI 9-10 1923 .27 .30 .57 10-11 2197 .31 .41 .72 11-12 1745 .25 .41 .66 12-13 1745 .25 .42 .67 13-14 2110 .30 .42 .72 14-15 1592 .23 .28 .51 1,EB FCRCE CSI ['M FCRCE CSI 1-9 -357 .05 5-13 690 .30 2-9 -2693 .99 6-13.'7392 .23 2-10 465 .21 6-14. -41) .44 4-10 -135 .14 7-14 685 .30 4-11 -422 .32 7-15 -2513 .76 5-11 807 .36 8-15 -60 .01 I'M rEF1FY' CN (span) : L/999 IN MEM 10-11 (LIVE) L= -.12" D= -.09" T= -.21" =--== Joint Lo atiahs --- 1 0- 0- 0 9 0- 0- 0 2 3- 6-12 10 4- 8-13 3 8- 2-15 11 11- 9- 2 4 9- 5- 0 12 15- 2- 0 5 15- 3- 4 13 18- 9- 6 6 21- 1- 8 14 25- 9-11 7 26-11-12 15 2.9-10- 8 8 29-10- 8 V 'I YPICA1I A'I'Ir�° 1. 5ADEM344.Nornh ik ti` 1„ pngs, CO 30907 Tp5.0 Version T6.2.6 TC 2x4 DFL #1 & Etr. BC 2x4 EFL, „1 & Btr. YIm 2x4 DFL SURD CEL SLK 2x4 DFL SD*EARD 2:6 DFL ,T2 1 , 2 , 5 9 ,12 ,17 21 ,25 ,28 30 Cable blo=cs are 2x 4 0 16.0 in. o.c. MAX. <It is assured that she face of this truss < is sheathed with pl CSB, recd board < sidirrj cr sidii>g. If not, < additional leads nest be mhsidered on < rrn-cazti.nxxts bearing gables. MMaayy use adequate staples � gable blccks. C;abl��s gable bracing detail (slateral h-.cing. s Lateral 1 nn lug with the dyads have not been eav31denecl unless rated otherwise. These leads and their O=r)w-ticns are the rePcnsibility of the b.tilding designer. Truss ID: A2 Qty P AMI/'IPI - 1995 IRIS IIN IS ME cuqpmrIE IST Cr I` FLE LOAD 0SM. Bs*zm R9230EMIS sha n are based CNLy on the truss material at each bearulgi. PLATE VAILFS FFR I®D RESFAi cH REFcRr #'1607. LCeded for 10 PSF nrn-ccarau_�u.�erhd�errt. PaL. ppPermre�va�to hratah/tcppl�. Sege HM-91tothers)and SFat �PI 1-1995; 10.3.4.5 and 10.3.4.6. PLA= BASED CN C#f1Q IiI4l$2 VALUES. End verticals desigried fcr axial leads only. E hd verticals that are ad:.a-Ided abmm c>r below the truss profile (if any) may reguire additional design mvaideration (ky cthes>3) fcr lateral formes due to wird cr seismic leads on the building. 3-6-12----1 5-10-4 54114 5-10-4 5-10-4 3-6-12 9-5-0 15-3-4 21-1-8 26-11-12 11 9 15-3-jg---I, Ig -7-4 7 81 r 6'00 100# 100# -6.001 5-6 L.5-4 5-6 29-10-8 2-10-0 i 3-6-0 STUB 9 1() 11 12 13 14 15 STUB 4-8-13, 7-0-5 7-0-5 7-0-5 i 4-8-13 11-9-2 18-9-6 25-9-11 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled plates and false frame nlataa a, -A -4#-4-A A ..,. ..>,_.._ 1 Drwg: COO 1213024 -00;1 - Mw tn:ss is designed using the TC Live tEC-97 Code. psf Bldg R -closed - Yes 11.00 Truss Lcmticn - Not Bid Zcm BC Live H.trricam/fin Line - lb Bldg 80.00 ft, Bidg 47ic3'h = L-00 ft Mean znoi height- 244.70 ft, nph Lw Staniard Dead Lcad - 75 21.0 psf ---------f&DO # MSI(N Il>A11S ---------------- 1 psf Dir L.Plf L.Loc R.Plf R.Iac i TC Vert 82.00 2-10- 0 82.00 32- 8- 8 .73 BC Vert 20.00 2-10- 0 20.00 3- 0- 0 .00 BC Vert 50.00 3- 0- 0 50.00 32- 8- 8 BC Vat 30.00 32- 8- 8 30.00 .35 32-11- 0 .59 lbs X.Loc IL IL TC Vert 100.0 16-I-1- 8 .59 TC Vat 100.0 19- 5- 8 .59 ?FUFESS; SHIP --� No co 982 y p.12/31i02 7k rq�oNICA L- YYAKIVIIV (>: Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in 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 must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design nssumes that the top chord is Literally braced by the roof or floor sheathing and the bottom chord is Literally 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 content of the wood to exceed 1970 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAII S', by Trttsual, 'ANSI/TPI 1', 'WTCA I' • Wood Truss Council of America Stvudard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and '1118-91 SUMMARY SHEET' by TI'I. The Truss I'L•uc Instimtel (rl'I) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is krwtud at 1 I 1 119th Strecq N%V, Ste 300, Washington, DC 20036. THF: 169.3 WT1261 # Chk: Dsgnr: #LC - 10 TC Live 30.00 psf TC Dead 11.00 psf BC Live .00 psf BC Dead 10.00 psf TOTAL 51. 00 psf 8/21/2001 Scales 3/32" - 1' WO: CJOBN Custmier Name: da DurFacts L-1.15 P-1.15 Rep b1br End 1.00 O.C.Spaai.ag 2- 0- 0 Design Spec UBC -97 Ddl Ratio: L/360 TC: W480 Job Name: cjodn 2RG X -LIC F17 -LT SIZE REQ'D 1 2-11-12 1720 3.50" 1.83" 2 32- 6-12 1464 3.50" 1.56" TC FMM ;*L RID CSI 1-276 .00 .17 .17 2-3 -2543 .06 .14 .20:• 3-4 -2452 .05 .16 .21 4-5 -2685 .07 .16 .22 5-6 -2706 .08 .12 .20 6-7 -2819 .07 .13 .20 7-8 -3142 .10 .12 .22 8-9 -3034 .09 .15 .23 9-10 -1404 .02 .20 .23 BC FUKE A'L EM CSI 11-12 1970 .28 .10 .38 12-13 2471 .35 .08 .44 13-14 2066 .29 .10 .39 14-15 2768 .39 .10 .50 15-16 2908 .41 .07 .48 16-17 2569 .36 .05 .42 17-18 16 .00 .03 .03 TC 2X4 DFL nl & Btr. 13` 2X4 DFL Ml & Btr. ;rM 2x4 DFL SZ*M4 M Plating sly • ADSI/fiPI - 1995 THIS EESICif IS THE COqFCBrIE RERLT OF nLTIPLE LOAD CASES. BEARZG R@2JD;2, S7IS sIxm are hosed aZY on the truss material at each bearirzg. RATE WLES PER ICBJ RESEARCH RERIZI` „1607 PL� msED aV GZEIIQ LLME R VA=. Truss ID: A3 Qty; Dotes ® tiernTshtA for Literal hta loelat each . lateral bracing system 4tich include d or x -bracing are the ibillty o &e Ixiildirg =TI fEr�al tem BRACE -IT tray he used for �idrLx= eral bracing on trusses24" cc. Alter atively, use scabs or-brac,B as sho n an T> us Eil System sta it rd detail 0001003160. Icaded for 10 PSF rrn-cazzzrreht BaL. Etrl verticals designed for axial loads only. aid verticals that are extended above or below the truss profile (if any) may regAire additional design consideration (by others) for lateral faeces dee to wird or seismic loads on the hzilding. 3 Drwg:CO01233024-005 Ti-" truss is desigrm d using the LBC -97 Carle. Bldg M=lcse3 = Yee Truss Location - Nat End Zone Hi =c�anre.�/t�O�nman Line = No B� Leri hen 80.002£.5' kdg a 71o"0'0' ft MC Standard �, Dead nph 75 Load 19.0 pef 1,M FCDdb Frazer CSI 1-11 -393393 .05 7-14 -367 .10 4-0-7 3-8-15 3-8-15 3-8-15 3-5-7 3-5-7 3-5-7 4-2-14 .OS --i -� ` 2-11 -2583 .65 7-15 197 .09 4-0-7 7-9-6 11-6-5 15-3-4 18-8-11 22-2-3 25-7-10 29-10-8 2-12 452 .20 8-15 -109 .02 15-3-4 4-12 -384 .14 8-16 -286 .10 I 14-7-4 4-13 72 .02 9-16 277 .12 1 2 3 4 5 6 7 8 9 10 ' 5-13 -310 .11 9-17 -1806 .56 6-13 663 .29 10-17 1402 .62 6-14 1632 .72 10-18 -1466 .18 6.00 -6.00 PAX EEEIET.TICN (span) L/999 IN MEM 13-14 (LINE) L -.19" D= -.12" _--_= Joint Lccatia-Z =--_ 1 0- 0- 0 10 29-10- 8 2 4- 0- 7 11 0- 0- 0 3 6- 5- 8 12 5- 9- 1 4 7- 9- 6 13 11- 2-11 9-4-13 5 11- 6- 5 14 16- 8- 4 6 15- 3- 4 15 20- 7-13 7 18- 8-11 16 24- 7- 7 8 22- 2- 3 17 28- 7- 0 9 25- 7-10 18 2.9-10- 8 II-) 3 'I'R a4. 5-7 9-4-13 HI 1-4 1-2-11 0-10-8 3-10 2.5-4 Q --� o. c 53A2 7. 12/31/02 CNIL 0- -8 3.00 �FOF�p'ORr' 16- -12 t -3.00 0-:L-8 12-10-12 29-10-8 2-10-0 36-0 STUB 11 12 13 14 15 16 is STUB 5-9-1 � 5-5-9 � 5-5.9 3-11-� 3-11-9 � �3-11-9� i 5-9-1 11-2-11 16-8-4 20-7-13 24-7-7 128-7-0 8/21/2001 Truswal Systems Plates are 20 ga. unless shown by "18'"(18 ga.), Scales 5/32° - 1' "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. w -Circled later and false frame plates are Positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 89.6 WT:150 # WO CJOBri This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doneper: Customer Karat in accordance with the current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be BQ`ja(' e� verified by the component uranufacntrer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsg t #LC . 10 da {;V J (" design meet or exceed the loading imposed by the local building code and the paticular application. The design asswnes that the top chord is Literally braced by the roof or floor sheathingand the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Live 30.00 psf IDurFacs L-1.15 P-1.15 LL Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed'in any environment that TC Dead 10.00 paf Rep DO= Bnd 1.15 uea� 1ZT ` , will cause the moisture content of the wood to exceed 197- and/or cause connector plate corrosion. Fabricate, handle, install and brace this tntss in .5 No ark D '4, Sligp, €, CO 30907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI l', 'WTCA I' -Wood Truss Council of America Standard Design BC Live .00 pef O.C.Spaeing 2- 0- 0 •rr��V, Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 1110.91 BC Dead 9.00 psf Design Spec UBC -97 Q� SUMMARY SHEET' by TPI. The Trus PLate 1,ns:inuo (TPI) is located at ,581 D'Onofrio Drive, Madison, Wisconsin .53719, The American Forest and Tp5 . 0 Version T6.2.6 Paper Association (AFPA) is located at III 119th Stred, MV, Ste 800, Washington, DC 20096. TOTAL 49.00 psf D� Ratio: Lr/360 ?L: L/480 Job Name: cjodn WARNING Read all notes on this Sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done m accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy, Dimensions are to be by the component ma nfacmrer and/or building designer prior to fabrication. The building designer mastascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally by the roof or floor sheathing ard the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracuug shown is for Literal support of components members only to reduce buckling length. This component shall not be placed in any environment that cause the moisture content of the wood to exceed 1970 and/or cause connector pLve corrosion. Fabricate, luandle, install and brace this truss ingC nccord:mce with the following standards: 'JOINT DETAILS', by Truswal, 'ANSIITPI 1','WTCA F- Wood Tr,ss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (NIB -91) and 'HID -91 SUMMARY SHEET' by TPI. The Tr,cs PLue Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is locaued at III 1 19i Stredt, \1V, Ste 80f1, Washington, DC 20036. Truss ID: A4 3 Drwg:CO01233024-006 EM 1 X -ICC 2-11-12 PDACT SIZE REIQ'D 1891 3.50" 2.02" TC 2x4 DFL #1 & Btr. BC 2x4 M #1 & Btr.. Dentes the� for lateral iaacisg ® 1 This truss is desicgrza usirz3 the 2 36- 0-12 1891 3.50" 2.02" WEB 2x4 DFL S17VqDAM Plating spec • AMI/IPI - 1995 at each CM sho-n- Tate, -a1 bracing systere vdricil irrl diad our x-braang ]EC -97 Code. Bldg Etr hosed =Yes 1 TC 1-2 F 75 AXI flID CSI THIS LESICiJ IS THE CLTtE> 6ITE RESCIIT OF NSILTIPLE MAD CABS. re�a are the ibility of the building cl�icyt� I1vaa1 Systeis EMA E -IT rtay be Truss Locatim = Net aid Zone Hurri�e/Obean Lute = No Dq� C�tec7�y B 2-3 -2904 .00 .17 .17 BEZIRM REI,NIRi3'9SfIS iced fctt cotirLiam lateral bracirr3 rn Bldg I�� 80.00 ft, B�d3 Widrlt = 40.00 ft 3-4 -2812 .09 .13 .22 shorn are based CNLY on the truss trusses shoed 24" cc. Altetnatively, use 'I' h�� roof height 24.70 ft, nph 75 4-5 -3177 .07 .09 .15 .15 .22 .25 material at each bearim. PLATE VAILES PER ICBJ R `ISE%RCH Ra:CRr #1607. scabs or )races as sin n on TYots al System standard detail C601003160. Luc Statr)ard Cbng>cmcy, Dead Load = 19.0 pef 5-6 6-7 -3201 -3558 .11 .11 .14 .18 .25 ++++++++++++++++++++++ Ui restrzuned hariz. LL deflection in. LAadedfor 10PSFrrn-o3xxarrritBCIL. 7-8 -4327 .20 .14 .29 .34 = .28 + + + + + + + + + + + + + + + + + + + + + + PLATIN BASED Cil GZMN 11r1EER VAUES. End verticals designed for axial lords only. 8-9 9-10 -5015 -5076 .27 .12 .39 End verticals that are eytended ahme or 10-11 -5293 .27 .12 .39 below the truss profile (if any) tray regtire 11-12 -5422 .32 .36 .68 additional design eamideratirn (by others3) .28 .43 .71 for lateral frames .due to wind our seianic 13C FCRM AVL >1Z CSI loads on the kuildirg. 13-14 2229 .32 .10 .42 14-15 2858 .41 .09 .50 15-16 2561 .36 .12 .48 16-17 3643 .52 .14 .66 17-18 4259 .61 .07 .67 18-19 4843 .69 .29 .98 19-20 4883 .69 .31 1.00 ,,Es 1. CK IM FMCE CSI 4-0_7 �3-8-15 i3-8-15 �3-8-1� 6 -10 -IS 6-10-15 i 4-3-6 1 1-13 -394 .05 7-16 -692 .19 4-0-7 7-9-6 11-6-5 15-3-4 22-2-3 29-1-2 33-4-8 2-13 -2925 .72 7-17 722 .32 ]5_3.4 18-1 4 2-14 553 .24 8-17 -573 .11 4-14 -503 .18 8-18 636. -.28 1 2 3 4 5 t6 7 8 9 10 11 12 4-15 82 .03 10-18 -325 .05 5-15 -316 .11 10-19 39 .02 F-6 00 76 0 0 6-15 589 .26 11-19 -84 .02 6-16 2267 1.00 8-8 MAX EEsl:r'rrCN (span) - L/968 IN MQN 17-18 (LIVE) 2.5-4 3-4 L -.41" D= -.26" 7` -.67" C _= Joint Iatis - 3-4 3-4 rxrn 1 0- 0- 0 11 29- 1- 2 S=-3-4 S=3-6 2 4- 0- 7 1233- 4- 8 9-4-13 3-4 3 6- 5- 8 13 0- o- 0 4-10 10-4-9SHIP t °' 5382 rn �' 2.5_4 4 7- 9- 6 14 5- 9- 1 5 11- 6- 5 15 11- 2-11 2.5-4 3-8 4-1.3 3 6 15- 3- 4 16 16- 8- 4 = 7 18- 8-11 17 20- 7-13 I1-9-3 3-4 x P. 12/3]/02 8 22- 2- 3 18 29- 7- 7 2 4-10 9 24- 1- 0 19 28- 7- 05 7 0 4-3 l NIG s. 10 25- 7-10 20 33- 4- 8 0-3,8 3.003.00 16-4-12 L_ °-8 ?7 t -4-8 16-4-12 � 2-10-0 STUB 13 14 15 16 17 18 19 20 5-9-1 5-5-9 5-5-9 3-11-9 3-11-9 3-11-9 4-9-8 5-9-1 11-2-11 16-8-4 20-7-13 24-7-7 28-7-0 33-4-8 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H11(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown nhnve 8/21/2001 Scales 1/8" - 1' Q ;--RFGverified ILbraced I'uwill Ja.Ht,ringe 0 soyo7 - ) Tp5. 0 Version T6.2.6 WARNING Read all notes on this Sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done m accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy, Dimensions are to be by the component ma nfacmrer and/or building designer prior to fabrication. The building designer mastascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally by the roof or floor sheathing ard the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracuug shown is for Literal support of components members only to reduce buckling length. This component shall not be placed in any environment that cause the moisture content of the wood to exceed 1970 and/or cause connector pLve corrosion. Fabricate, luandle, install and brace this truss ingC nccord:mce with the following standards: 'JOINT DETAILS', by Truswal, 'ANSIITPI 1','WTCA F- Wood Tr,ss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (NIB -91) and 'HID -91 SUMMARY SHEET' by TPI. The Tr,cs PLue Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is locaued at III 1 19i Stredt, \1V, Ste 80f1, Washington, DC 20036. TBF: 94.9 WT: 162 # Chg: Degan #LC - 10 WO: CJ0EK Custenuer Name t da TC Live 30.00 pef TC Dead 10.00 psf Live 00 pef BC Dead 9.00 pef ® TOTAL 49.00 pef DurFacs L-1.15 P-1.15 Rep Mbe Bnd 1.15 O.C.Spaoiusg 2- 0- 0 Design Sped UBC -97 Den FaLio: 141360 TC: 14/980 Jvv I`11110111C. ILVU11 Bim X -ISS' PF CT SI2E IT'D 1 2-11-12 2415 3.50" 2.58-- 2 .58"2 36- 0-12 1858 3.50" 1.98" TC FCRCE %T, az CSI 1-2 206 .03 .46 .48 2-3 501 .05 .46 .51 3-4 -2976 .08 .23 .31 4-5 -2883 .07 .21 .28 5-6 -3244 .09 .22 .31 6-7 -3265 .11 .16 .28 7-8 -3603 .11 .20 .32 8-9 -4352 .20 .14 .34 9-10 -5061 .27 .14 .41 10-11 -5108 .27 .13 .40 11-12 -5452 .33 .25 .57 12-13 -5573 .37 .35 .72 19` FC&2CE A,dL BND CSI 14-15 -519 .00 .38 .38 15-16 2361 .28 .49 .77 16-17 2944 .40 .18 .59 17-18 2588 .36 .09 .45 18-19 3667 .44 .08 .52 19-20 4279 .51 .10 .61 20-21 4877 .58 .39 .97 21-22 5068 .61 .39 1.00 1k- 2x4 DFL #1 & Btr. 13C 2>6 DFL 42 ft 2x4 DFL #1 & Btr. 14-15 2x6 DFL #1 18-22 IAM 2x4 DFL SP XDpRD P�2x4 DFL #1 & Btr. utg spec • AMVI'PI - 1995 THIS I15IQV IS r1T E CCMK)SrIE RESLLT OF h'[lnPIE LOAD CP.SES. amt IS sho maal at e� based CNLY PLATIM BASTE CN CREIN f1NMR \AIT Top Chord may be notched 1.5' deep @2 Do not Over -cut the notches. All plates must be fully intact and pressed per TPI. No notching Is permitted within 12' of the heel plate or in the area ( "' ). Gable studs are required at 24' o.c. or less. 12.!_eave has been considered. ' One face must be sheathed under the notched area IAM FCRCE CSI VM FCRCE CSI 2-15 -625 .08 8-18 -683 .18 3-15 -3064 .69 8-19 733 .32 3-16 522 .23 9-19 -593 .11 5-16 -651 .22 9-20 672 .30 5-17 '120 .04 11-20 -331 .05 6-17 -309 .10 11-21 202 .09 7-17 639 .27 12-21 -189 .02 7-18 2284 1.00 SLIM 535 .08 1'•7,X D=&i>:t-•rrCN (slain) : I /999 IN AIM 19-20 (LIVE) L, -.39" D= -.23" T1- -.63" 111,\ D-FTr:t- CN (calit) • L/888 IN NEI 14-15 (LIVE) 9-4-13 L. .04" D .02" T- .06" Joint L z atiais =_ _ 1 0- 0- 0 12 31- 4- 8 2 2-U-12 13 36- 2- 8 3 6-10- 7 14 0- 0- 0 = 4 9- 3- 8 15 3- 1- 8 0-4-3 5 10- 7- 6 16 8- 7- 1 6 14- 4- 5 17 14- 0-11 7 18- 1- 4 18 19- 6- 4 8 21- 5- 1 19 23- 3-12 9 24- 8-14 20 27- 1- 5 .0 26-11- 0 21 30-10-13 .1 28- 0-11 22 36- 2- 8 n Ii. FG d� LLC TI: r-SmAU-'Z)'.7Ems_" �,.nlipart: Ur., c•„�., Npri",cs. CO X0907 Tp5.0 Version T6.2.6 Truss IDs AS Qty; ®Tomes the re%Are aat for lateral krcacirsl at mch loratim &xwj. Lateral brtcirrj sy � vdzicli irr %xle di cr x -bracing �es.�libility o1`tre Wilding dosed for �Systets BRACE -IT ray be llaatteral bracing on trusses spaced 24" oc. Altezratively, use scabs or btaoes as sha n cn TYus al VASES � Id1E S%RCH REPO #1607. >ter ilaOK•ir�ij is retun..��ed (b. &J-, to presets rotatia�/tax�lirg. See HIB 19 )aryl ANSI/'PPI 1-1995; 10_.33.4.5 and 10.3.4.6. 2-11-12 3-10-11 3-8-15 3-8-15 3-t3-15 --+----i---t 6'7-10 6-7-10� 4-10-0 1 2-11-12 6-10-7 10-7-6 14-4-5 18-1-4 24-8-14 31-4-8 36-2-8 18-1-4 la -1-4 1 2 3 4 5 6 �7 8 9 -1011 12 13' 1 6.00 6.00 'This truss is designed usirsj the _ LBC -97 Cbae. Bldj 0 -closed - Yes 71vss Lxaticn - Not End 7c m Hxrlcane/Coeen Line . No Bldg 80.00 ft, Bid3 Flickh0700 ft Mmn rOct hai - 24.70 ft, nph Dead load . 75 18.0 ---IS]aD # IfSICN LOAM ----IJir pef ---------------- L. Plf L.L= R. Plf TC Vet 162.00 0- 0- 0 180.00 R.Iao U,,A 1 3- 0- 0 TC Vert 80.00 3- 0- 0 80.00 BC Vert 16.00 0- 0- 0 16.00 .69 36- 2- 8 .75 36- 2- 8 .00 3-1-8 16 s •l 0 0-�-8 (� 16-4-12 t 6 2_8QI 14 15 16 17 18 19 20 21 22 3-1-8 5-5-9 5-5-9 5-5-9 3-9-8 ;3-9-8 3-9-8 5-3-11-1 3-1-8 8-7-1 14-0-11 19-6-4 23-3-12 27-1-5 30-10-13 36-2-8 Truswal Systems Plates are 20 ga. unlessshown by "18"(18 ga.), Circ H"(16dga.),iolatora"MXf(TWMXf20Tga.), positioned per Joint Report. n r� QROF ESSI MIce Ess �Fyy 9� m i t O• 45982 M,7° VVAAIVLLVCr Rend all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 114.0 WT: 195 # This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and donechk: hi accordance with the current versions of TPI and AFPA design standards. No rtsponsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component tnvtufacnver and/or building designer prior to fabrication. The building designer mus( ascenain that the loads utilized on this Dagnr: #LC - 13 design meet or exceed the loading imposed by the local building code and the padcular application. The design assumes that the top chord is Literally br.1ced by the roof or floor sheathing and the bottom chord is la(emlly braced by a rigid sheathing material directly attached, unless otherwise noted. TC Live 30.00 pef Bracing shown is for lateral suppon of components members only to reduce bucNing length. This component shill not be placed in any environment that TC Dead 10.00 pelf will muse the moisture content of the wood to exceed 1970 and/or cause connector plate corrosion. Fabricate, handle, htstall and brace this miss in accordance with the following stvul:nd.c: 'JOINT DETAIL..T. by Tnts%val, 'ANSUTPI 1', 'WTCA V - Wood Tniss Council of America Standard Design BC Live 00 pef Responsibilities, 'HANDLING INS'T'ALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HID -91 BC Dead 8.00 pef SUMMARY SHEET' by TPI. 'rhe •mss Plate Instim(e)(1•PI) is located at 583 D'Onofrio Drive, Madison, Wisconsht 53719. The American Forest and Paper Association (AFPA) is loured at 1111 19th Street, N'W, Ste 800, Washing(on, DC 20036. TOTAL 48.00 psf x D. 12/31 /02 8/21/2001 Scale: 1/8" - 1' WO: CJOHN Customer Name: da DurFacs L-1.15 P-1.15 Rep I.4:r Bnd i 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Deft Ratio: 14/360 TC: 14/480 )ob Name: cjodn BP-- X -LOC FEACT SIZE 1 2-11-12 2185 3.50" 2 36- 0-12 1884 3.50" TC FCP.CE A L aM CSI 1-2 324 .05 .29 .33 2-3 321 .03 .29 .32 3-4 -2889 .08 .17 .25 4-5 -2797 .07 .17 .24 5-6 -3185 .09 .17 .26 6-7 -3208 .11 .14 .25 7-8 -3562 .11 .18 .29 8-9 -4331 .20 .14 .34 9-10 -5018 .27 .12 .39 10-11 -5079 .27 .12 .39 11-12 -5296 .32 .36 .67 12-13 -5425 .28 .43 .71 REQ'D TC 2x4 DFL #1 & Btr. 2.33" BC 2x4 DFL #1 & Btr. 2.01" VEB 2>c4 EFL sE*mARD PlatirrJ spm ANSI/TPI - 1995 THIS rES IS TFE LTTE FEgjr,T OF nZ77FLE LOAD a%cMS. BS4RM RE7LTJI VI5 slz are based ONLY On the truss maberial at each bearing. Fi.ATE VA= PER ICBG }SRQf #1607. + + + + + + + + + + + + + + + + + + + + + + Uuestrained ho iz. LL deflectirn = .28 in. + + + + + + + + + + + + + + + + + + + + + + IDC FCRCE A: -L IRM CSI 14-15 -231 .01 .12 .13 15-16 2228 .30 .25 .55 16-17 2863 .40 .11 .51 17-18 2564 .36 .11 .48 18-19 3646 .51 .14 .65 19-20 4263 .60 .07 .67 20-21 4846 .68 .29 .97 21-22 4886 .69 .31 1.00 t'ES FCRCE CSI WEB FCRCE CSI 2-15 -351 .05 8-18 -693 .19 3-15 -2959 .73 8-19 724 .32 3-16 591 .26 9-19 -574 .11 5-16 -607 .22 9-20 637 .28 5-17 92 .03 11-20 -326 .05 6-17 -313 .11 11-21 49 .02 7-17 595 .25 12-21 -86 .02 7-18 2267 .99 I`Wv EEFLE) CN (spin) L/965 IN NEM 19-20 (LIVE) 1.= -.41" D= -.26" T= -.67" 1`0.\ EEFT C ICN (cant) - L/505 IN M4 14-15 (LIVE) 9-4-13 L= .07" D= .05" T= .12" ===== Joint Lomtiaas ===== 1 0- 0- 0 12 31-11- 2 2 2-11-12 13 36- 2- 8 3 6-10- 7 14 0- 0- 0 = 4 9- 3- 8 15 3- 1- 8 0-4-3 5 10- 7- 6 16 8- 7- 1 6 14- 4- 5 17 14- 0-11 7 18- 1- 4 18 19- 6- 4 8 21- 6-11 19 23- 5-13 9 25- 0- 3 20 27- 5- 7 10 26-11- 0 21 31- 5- 0 11 28- 5-10 22 36- 2- 8 Truss ID: A6 Qty• ®Dertctes t1 -for lateral at each lo� laacirz3>3 system the re ty of the bdidirg des/ tete BRACE -TT may be ng cn trusses spape3 24" o=. Altenisth�vel , use scabs or T-braceB as sho n an Irtrs�al L fc>r' 1 ncn- 16 . PLATIM BASED CN GREEN I114EER VAIIES. 2-11-12,3-10-11 �3-8-15-t3-8-15_ 3-8_15 i 6-10-15 6-10-15 4-3-2-11-12 6-10-7 _16 l -- 25-0-3 31-11-2 36-2-8 1 2 3 4 5 6 7 8 9 1011 12 13 16.00 -:6.00 3 Drwg• C - -01 UR= REACITCN(S) -87 lb Ilaiss zt toss ie desiggred using the LBC -97 Cam. B109 Flaclosed = Yes Truss Iaation = Net Elul Zee H r icane/ocean Line . No Bldg- 80.00 ft, B�d3 Wic�h 1', ft Mean1ri�# = 24.70 ft, nph = 75 LBC Staniard Ooct4parrny, Dead Lcad . 19.0 pef �3.00 0-:8 X0=01 16-4-12 t �' 10-4-9Z- m SH J N 45922 r-11 9 = E P. 12/31/02 0-4-3 CALIF Mz ma 14 15 16 17 18 19 20 21 22 3-1-5 5-5-9 5-5-9_+ 5-5-9 3-1_ _ 1 �� 3-1_1-9 i 3-11-9 4-9-8 i 3-1-8 8-7-1-7-1 14-0-11 19-6-4 23-5-13 27-5-7 31-5-0 36-2-8 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled plates and false frame plates are iDositioned as shown above. 1' WARNING Read all notes on this slieet and give a cony of it to the Erecting Contractor. TBF: 100.2 WT: 170 # This design is for an undividual building component not Huss system. it has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Chk B r 1 �� ver!f ed by the component mrnufacturer and/or building designer prior to fabricatiun. The building designer must asceraun that the loads utilized on this Ds t #LC . 13 L• des/ n meet or exceed the loading imposed by the local building code and the paiicuLv application. The design assumes that the top chord is Literally LL braced by the roor or noor sheathing and the bottom chord is Imemlly braced by a rigid sheathing material directiv attached, unless otherwise noted. TC Live 30.00 pef Ilu:teing shown is for laterad support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 10. 00 pef SISwA . n4e will cause the moisture content of the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 5 Vonh�j C' t,rin,gs.f0,10907 accordance with the following s�andards: 'JOINT DETAILS', by Tnnswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design BC Live .00 pef 71 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HID -91) and '1410-91 BC Dead 9.00 pe£ SUMMARY SHEET' by TPI. The 'I'ntss PLvc Instinue �fPl) is locoed at 5x7 D'Onofrio Drive, Madison, Wisconsin 57719. The American Forest and o Tp5 . 0 Version T6 .2 . 6 Paper Assocuuion (AFPA) is locoed at 1111 Ihh Street, NW, Ste 800, Washington, DC 20036. 70TAL 49.00 pef 8/21/2001 Scales 1/8" . 1' IWO: CJOBN Customer Namet da DurPacs L-1.15 P.1.15 Rep bfbr Bad 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dell Ratio: 14/360 TC: 14/480 Job Name: cjodn CSI VEB FCRCE 131r, X -LCC REACT SIZE REQ'D TC 2x4 EFL #1 & Btr. 1 2 2-11-12 1947 3.50" 2.08" 13C 2x4 EFL #1 & Btr. .83 14-16 1607 30-11- 7 1372 1.88" 1.50" 2x4 DFL SIANDARD 15-7 TC FCRCE P,,L HID CSI WB 2x4 EFL SIAND41M Plating spec • AMI/TPI - 1995 1-2 385 .05 .42 .48 THIS DESIW IS THE CII PTE F'ERLT OF 2-3 406 .03 .42 .46 RILTIPLE LC D CASES. 3-4 -2369 .05 .19 .24 BEARIM R17UIRE1= sh:5,m are based ONLY 4-5 5-6 -2332 -2409 .04 .32 .36 on the truss material at each bearing Luded for 6-7 -2768 .05 .07 .32 .23 .37 .30 10 PSF rnon-m»rant BaL. End verticals designed for waal loads only. 7-8 -2855 .08 .46 .54 13x1 verticals that are extended abm a or 8-9 -1391 .01 .46 .47 below the truss profile (if any) may 17 31- 0- 6 9 31- 0- 6 require or ) BC FORCE AXL HID CSI lateralitionaldfar� taeato wind or seismic 10-11 -265 .00 .35 .35 loads an the b-uldirzg. 11-12 2069 .26 .48 .75 12-13 2265 .32 .13 .44 13-14 1826 .25 .13 .38 14-15 68 .01 .14 .16 15-16 6 .00 .20 .20 16-17 76 .00 .20 .20 4EB Fri tE CSI VEB FCRCE CSI 14-7 -172 .19 6-14 1580 .69 2-11 -440 .06 8-14 1284 .56 3-11 -2683 .83 14-16 1607 .70 3-12 228 .10 8-16 -1496 .79 5-12 -327 .26 9-16 1292 .57 5-13 -298 .09 9-17 -1329 . .22 6-13 597 .25 TOTAL 49.00 pef 11V EEFL rrCt'I (span) L/999 IN MEM 13-14 (LIVE) Ir- -.17" D= -.11" T6 -.27" P'V)X EEEI.=CV (cant) • L/999 IN MEM 10-11 (LIVE) IF -.02" D= -.01" T= -.03-- .03"_==== _===Joint Lcxat.iahs ===== 1 0- 0- 0 10 0- 0- 0 2 2-11-12 11 3- 1- 8 9.4.13 3 8- 1- 7 12 8- 9-15 4 9- 3- 8,13 14- 6- 5 5 13- 1- 5' 14 20- 4- 8 6 18- 1- 4 15 20- 4- 8 7 20- 4- 8 16 25- 2-12 8 25- 2-12 17 31- 0- 6 9 31- 0- 6 SO -4-3 Truss ID: A7 Qty Dmntes the ® rereqq for lateral bracing at each location . Lateral bracing system vhich irrlui d ) drat ?ability of the bAldirg ��r Systems BRACE-rr nay be use3 for m+t,x,r„= lateral bracing on trusses spaped 24" cc. Alt.ezrstively, use scabs or -braces as sha..n on IYus+cal Syst-are E PER IM detail CD01003160. tx a rc VALIM , R #1607. PLA= EASED CN aZMN III`•113FR VALIES. 3 Drwg: COO - UPLIFT RFAMCN(S) 1 -106 lb 'Ibis is designed usim the I.BC-97 tom. Bldg Eltmlosed = Yee Truss location = Net FSmd 2cm HIrriBldg �80.00 ;t, dC h = �0. 0 ft � S - 24.70 ft, mph 75 ahcy, Iliad Ind . 19.0 pef 2-11-12 1 5-1-11 4-11-15� 4-11-15 -I 7-1-8 5-9-10 2-11-12 8-1-7 13-1-5 ' ' 18-1-4 25-2- 2 31-0-6 ~ 18-1-4 t 12-11-2 1 2 3 4 5 6 7 --g� 9' 6.00 _6 001 5-6 - �� t 10910 17-1-4 -' 10-4-9 `I t-4 T S 1P 4 2-11-4 1 i 5-2-2 10 11 12 13 AS 16 17 'STUB 3-1-8 5-8-7 -t 5-8-7 5-10-3 4-10-4 5-9-10 -t 3-1-8 8-9-15 14-6-5 20-4-8 25-2-12 ( 31-0-6 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled Mates and false frame plates are n -it -4-A ni YYAKLVIIVCr Rend all notes on this sheet and give a copy of it to the Erecting Contractor. This design TBF: 96.0 WTt 162 # B!, S 1R is for an individual building component not truss .system. It has been based on specifications provided by file component manufacturer and done in accordance with the current versions of TPI and AFPA design sLmdards. No responsibility is assumed for dimension.•ul accuracy. Dimensions are to be verified by the component Inanufactnrer building Chk t 7 MFGI.ccorcLince and/or designer prior to fib riccuion. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building Dsgar i #Le - 13 LLCbraced L code and the p:uicuLar application. The design assumes that the top chord is Literally by the roof or floor shevhing and tine bottom chord is Literally braced by a rigid sheathing material directly attached, unless TC Live 30.00 pef r b "d 1091\+AL SYti-I'6MF otherwise noted. Bracing shown is for Lvcr:d support of components members only to reduce buckling length. This component shill'not be pL•aced in any environment that will cause the moisture content of the wood w exceed 197 and/or cause connector pLve corrosion. Fabricate, hvndle, install and brace this truss lin TC Dead 10.00 pef 5 (moi ftjirk Df-c� o , S,W: p Co 80907 t++sem with the following stand,rds: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HANDLING BC Live 00 of p Tp5. 0 Ver-siorn T6 6 Responsibilities, INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HID -91) and '14ID-91 SUMMARY SHEET' by Till. The Tntss PL,te Institute (I'I'I) is lowed m 58;1 D'Oncfrio Drive, Madison, Wisconsin 53719. The American Forest BC Dead 9.00 pef -� .2 . and 1%'Ver Association (AFI'A) is located at 1111 19111 Street: NW, Ste WA Washington, DC 20036. TOTAL 49.00 pef �C PROF ESS/0 Q, y �- M,6 AFI- rn2 N • CO 5982 M :�o :cp. 12/31102 C SPP CAUFi 8/21/2001 Scale: 5/32" - 1' WO: CJOBN Cuetcater Name: da DurFace L-1.15 P.1.15 Rep IMor Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Lail Ratio: I/360 TC: L/480 Job Name: c'odn 21r. X -LDC REIC.T SIZE RGQ-D 1 6- 1-12 2336 3.50" 2.12" 2 30-11- 7 1384 1.88" 1.50" 7C FCRCE A?Z 110 CSI 1-2 685 .09 .61 .70 2-3 -728 .00 .61 .61 3-4 -552 .00 .56 .56 4-5 1355 .01 .56 .57 5-6 -1395 .02 .56 .57 6-7 -952 On .56 .56 7-8 87 .01 .31 .33 2C FUKE A}L HID GSI 9-10 -505 .03 .27 .31 10-11 -483 .0.4 .27 .31 ll -12 1126 .07 .31 .38 12-13 1022 .07 .31 .38 13-14 1022 .07 .31 .38 14-15 1196 .08 .31 .39 15-16 484 .03 .22 .25 tIB FCRCE CSI WEB FCRc£ CSI 2-10 -1879 .37 6-14 -191 .15 2-11 1179 .52 6-15 -720 .77 4-11 -1345 1.00 7-15 742 .31 4-12 225 .10 7-16 -1560 .32 5-12 219 .08 8-16 101 .04 5-14 346 .15 I,M rEtm- cN (spar) : - L/999 IN MEM 14-15 (LIVE) LF -.05" D= -.04" T= -.09" h*X EEFTFY'r CN (cant) L/999 IN MEM 9-10 (=' LF .06" D= .04" Z` 10" ===== Joirt Locatiazs = -- 1 0- 0- 0 9 0- 0- 0 2 6- 1-12 10 6- 1-12 3 11- 0-15 11 7- 6-13 4 12- 3- 0 12 14- 7- 2 9.4-13 5 18- 1- 4 13 18- 0- 0 6 23-11- 8 14 21- 7- 6 7 29- 9-12 15 28- 7-11 8 31- 0- 6 16 31- 0- 6 TC 2x4 DFL #1 & Btr. 2X4 DFL #1 & Btr. I'm 2x4 DFL SIS Plat7HIS �IC?I IS Ti�I�rTE FEMLT OF IhkwTTN 09 CPM. BFARM REtZYBUE QIS slr are based CNLY on the truss material at eadr bearitsd. PLATE VALLES PER IC20 FU EP,RCH RE=othe#1607. prevert rPeram-'ent � at/t I (ee M-91 to ANSI/TPI 1-1995; 10 3.4 5 and 10 3B4.6.ad T4)-4-3 Truss ID: AS Qty: ®Dames the for lateral bracing at emb lo�shr ,n. Lateral hrac eyelets vkrich include or X-br x are the zeta ihility o�the Luilding �i ger Ihraal Syst�ts )�tP[£-IT rtay be used for ccrtir=us lsteal bracirs3 on tnisres 24" oc. Alterr-at* y, use scabs crc -braces as sham art TYtusHal System stazrdard detail C001003160. Taxied for 10 PSF ncn-mraarerit Aar•. 13ATIZZ Bk9m CN a1 EEN LLI JEER VAIII.S. lid verticals designed for mo al loads arly. EY -4 verticals that are extended above or below the truss profile (if airy) may require additietal &sign ommideratim (by others) for lateral farces due to wind cr seismic loads on the )uildirg. 2 Drwg:CO01233024-010 UPLIFT REALRTIN(S) This Ern t is designed using the LBC -97 Ctde. Bld3 F2r1ose3 = Yee Thus Locatirn = Not i2xi Zone HiaxlIa�urrqe/�Or�1 Lias - No } eg-y i�rroof hei 80.002ft? S Width = 40. 0 ft roof nph - 75 LBC Surd Dead Lcad . 21.0 psf - -------LL�AD # LFSIIN Im m ---------------- Dir L. PIE L.Lcc R. PIE R.Loc 7C Vert 82.00 0- 0- 0 82.00 31- 0- 6 � 7 BC Vest 20.00 0- 0- 0 20.00 31- 0- 6 .00 the X.Loc iLWIM TC Vert 100.0 16-11- 8 .59 TC Vert 100.0 19- 5- 8 .59 6-1-12 6-1-4 1 5-10-4.� 5-10-4 5-10-4 i 6-1-12 12-3-0 18-14 23-11-8 29-9-12 18-1-4 12-11-2 1 2 3 4. t5 6 7 8 �- 6.00 1pp# j 4 1110N -6.001 6 Q�° P ?,0 FMSy,CHq Fes `S 2.5-4 10.4_9 r, Q '9� m S IP -I �• C 45982 a 9 2.111.4 `{* E j . 12/31 /02 1 � C/VIk �P 9 10 it 6-1-12 6-1-12 Truswal Systems Plates are 20 ga ^H"(16 ga.), or "MX"(TWMX 20 ga. 12 13 14 K -5-6_i 7.0.5 � 14-7-2 21-7-6 unless shown by "18"(18 ga.), `positioned per Joint Report. s-2-2 15 16 I STUB 7-0-5 87-11 as: Ai 'eJ Sk R MFG l•Dthcing a R S No,Lhpark Dr . Col. springs, CO 80907 Tp5 . 0 Version T6 .2 . 6 YYAIUVILVCr Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done ui 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 mavutfacntrer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Laterally/'�braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directlyanached, unless otherwise noted.TC shown is for lateral support of components members only to reduce buckling length. This component shill not be placed in any environment that will cause the moisture content of the wood to exceed 199 and/or cause connector plate corrosion. Fabricate, hurdle, install and bran this truss in accordance with the following standards: 'JOINT DETAILS', by Tntsu:tl, 'ANSI/TPI 1', 'WTCA I'- Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HID -91) and 'HID -91 SUMMARY SHEET' by TPI. The Truss Plate InstitutF (TH) is located ni 583 D'Onofrio Drive, Madison, Wisconsin SJ719. The American Forest and Paper Association (APPA) is loaned at 1111 19th Street, NAV, Ste 800, Washington, DC 21X)96. TBF: 92.7 WT: 155 # Chk: Dsgnrr #LC - 13 Live 30.00 psf TC Dead 11.00 psf BC Live . 00 psf BC Dead 10.00 psf TOTAL 51.00 psf 8/21/2001 Scale: 5/32" - 1' WO CJOEN Customer Names da DurFacs L-1.15 p-1.15 Rep bIbr Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dell Ratio: 14/360 TC: L/480 Job Name: cjodn 21r, X -LOC P.CACP SITE REQ -D 1 6- 1-12 2346 3.50" 2.13" 2 30-11- 7 1375 1.88" 1.50" TC FCRCE X: L EZZ GSI 1-2 444 .O6 .27 .34 Mean rcct height • 24.70 ft, nph . LBC Starrbr d 0> , Dead Load . 2-3 684 .09 .27 .36 BC Vert 20.00 0- 0- 0 20.000 it Vert rpe• 0 3-4 -1043 .00 .21 .22 4-5 -1593 .02 .21 ..23 5-6 -1488 .01 .45 .46 6-7 -1635 .02 .45 .47 7-8 -1456 .02 .20 .22 8-9 -1517 .02 .49 .51 9-10 -1352 .01 .49 .50' PC FuRcE z-, L am GSI 11-12 -319 .00 .14 .14 12-13 -371 .03 .09 .12 13-14 21 .00 .07 .07 14-15 27 .00 .10 .11 15-16 930 .03 .39 .42 16-17 1116 .07 .39 .46 17-18 76 .02 .12 .14 18-19 23 .00 .23 .23 19-20 76 .00 .23 .23 Y B FCRCE CSI DEB FCRCE CSI 15-4 -1218 .19 6-16 -502 17-8 -249 .20 7-16 455 .29 .17 2-12 -233 .05 7-17 509 .23 2-13 -385 .07 9-17 158 3-13 -1449 .28 17-19 1162 .05 3-15 1300 .57 9-19 -660 .49 13-15 -655 .15 10-19 1279 .33 4-16 935 .41 10-20 -1331 21 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. WB � � S� 14-4, 18-8 Plating s1= ' ADSI/TPI - 1995 THIS M1 IS 'IIE 021:C6TIE RERLT OF PIU[.TIPLE LC1AD CASES. EE*um REXIREl`ENIS sl'caNit are based to LY on Load the for 0 p5Ferial at each be�. non- 8.3 PLA3MZ IIA -SED IN C12EEN UMBER VAIS.E3. E")d verticals designed for axial loads ally. ]Dad verticals that are extaybd above or below the truss profile (if any) may retire additiaul design oeasider-atial (by ethers) for lateral forces due to wind or seianic loads on the building. I'RX E Ft FrrrCQ ( p ta) : L/999 IN h1EM 16-17 (LIVE) L= -.12" D= -.08" I'AX IEFLOMCJ (cant) L/999 IN MEIN 11-12 (LIVE) L= .03" D= .02" T=0 ' �Y-a-13 =-== Joint Lc atiaas -== 1 0- 0- 0 11 0- 0- 0 2 4- 5- 0 12 3- 4- 2 3 6- 1-12 13 6- 1-12 4 8- 1-12 14 8- 1-12 5 11- 0-15 15 8- 1-12 6 13- 2- 6 16 13- 2- 6 =()-4-3 7 18- 1- 4 17 20- 8- 0 8 20- 8- 0 18 20- 8- 0 9 25- 6- 4 19 25- 6- 4 LO 31- 0- 6 20 31- 0- 6 Truss ID: A9 nr% ®I13ates the regairanEr t for ]ateral bracing at r location shoMi. tares sys rs ukrich include ?am the �libi lSit o{the sen =or crntinaaas lateral�-TT I-cim ttay be trusses 24" oc. Altexr><ativ&vel� use scabs or T -braces as sha n on ZYus �l Systems sta':btzd detail 0:301003160. PLATE VAUEr- PER IBJ RESERRCH R� #1607. Pernmaet bracing isIU-9. (by others) to I Ht r> ition/tq�See HID -91 aryl AMI/TPI 1-1995; 10_.3.4.5 and 10.3.4.6. ME MUT RE�MCN(S) : Sett 1 -181 lbMile ttusia d�igneci treirg the - LW -97 Ctde. Bldg Enclosed = Yee Truss Location . Not Ehd Zcne H.--ne/Q=ean Line . No Bldg 0 ft, = 80."WAV.-L. 0 ft Mean rcct height • 24.70 ft, nph . LBC Starrbr d 0> , Dead Load . 75 21.0 ---LOAD wA��: # IFSIGN LOAM ---------------- Pef 71C Vert 82.0 0- 0- 0 82P-00 31R 0- 6 BC Vert 20.00 0- 0- 0 20.000 it Vert rpe• 0 .73 31- 0- 6 .00 100 15-11- 8 .59 7C Vert 100.0 18- 5- 8 .59 4-5-0 , 3-8-12 5-0-10� 4-10-14� 7-5-0 5 6-2 4-5-0 8-1-12 13-2-6' 18-1-4 25-6-4 31-0-6 1 2 3 14 -a 2- 5 6 7 8 9 10 �6.00 � � -6.00 100N j 5-6 100N - 2r �(� 12-2-12 2 11 12 13 145 3-4-2 4-9-10 � 3-4-2 8-1-12 Truswal Systems Plates are 20 ga. "H"(16 ga.), or "MX"(TWMX 20 ga.) Circled plates and false frame nl. 16 5-0-10 19!i 7-5-1(I� 13-2-6 20-8-0 unless shown by "1811(18 ga.), Positioned per Joint Report. 1-4 T 2-11-4 1 5-2-2 4-10-4 i19 5-6-2 � 20 S'CUI3 25-6-4 1 31-0-6 117 'WARNING Read all notes oil this sheet and given copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done t..,, bn accordance with the current versions of TPI mid AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU SAR M verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this - r ��']braced design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally by the roof or floor sheathing and the bottom chord is literally braced by a rigid sheathing material directly anached, 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 R�P". will cause the moisture content of the wood to exceed 19% and/or rause connector plate corrosion. Fabricate, handle, install and brace this trues in Seor1h .rk Dr -colo accordance with the following smnd:vds: 'JOINT DETAILS', by Tnuswal, 'ANSI/TPI 1', 'V/TCA V - Wood Trus Council of America Standard Design 5 Northpark Dr, (;oln Springs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PI.A'I'E CONNECTED WOOD TRUS,SF;S' - (HID -91) and 41I13-91 SUMMARY SHEET' by TPI. The Tnuss Plate Instinnel(TPD is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forret mad Tp5.0 Version T6.2 . 6 Paper Association (AFPA) is located :n 1111 191h Strcet; NW, Ste 800, Washington, DC 20036. QPO F E SS/�N� M No. 04 982 �] i 4 '2,3 U2 TSF: 109.1 WT:178 # Chk: Dsgnr: #LC . 13 TC Live 30.00 pef TC Dead 11.00 pef BC Live .00 pef BC Dead 10.00 psf TOTAL 51-00 pof 8/21/2001 Scale: 5/32" . 1' WO: CJOHN Customer Name: da DurFacs L.1.15 p.1.15 Rep I&r Bnd 1.00 O.C.Spacing 2- 0- 0 Design Spee UBC -97 Deft Ratio: L/360 TL: L/480 ob Name: dodn BIS 1 X -I -CC 0- 1-12 FSTLT SIZE RSQ'D 2705 3.50 2.88" TC LFL & Btr. 2 21-10- 4 2704 3.50" 2.88" 2X4 #2 2-6 BC rFLEFL SS 7C 1-2 FORCE AXI, Elm CSI 2x4 L FLS VAIIES PER ICBG REIP11U #1607. 2-3 -4881 -4549 .24 .20 .16 .28 .40trust .48 beded to avid top dra Mrecllit eri 3-4 4-5 -6601 -6601 .42 .34 .76 2x4 Web rtat ll at 48110. c. Max. to the dicir$ belay 5-6 -4549 .42 .20 .34 .28 .76 .48 and attaciaed vet .1.5-3 titin plates or (5) -16 ga. stales, or adequate S;, 6-7 -4881 .29 .16 .40 rs3' others typi�l �1 mid. )3 FCRC£ AXL HD CSI PLATIM BASED IN C� ILp'I�R VALUES. Flat dxrd has ort been designed for 8-9 4317 .35 .09 .44 _ drXM39 mow unless total cUiCwise 9-10 6514 .53 .12 .64 10-11 7322 .59 .13 .72 11-12 7322 .59 .13 .72 12-13 7322 .59 .13 .72 13-14 6514 .53 .12 .64 14-35 4317 .35 .09 .44 V EB FORCE CSI VM FCFSE CSI 2-9 1433 .63 4-13 -854 3-9 -2363 .60 5-13 557 .22 .25 3-10 557 .25 5-14 -2363 .60 4-10 -854 .22 6-14 1433 .63 4-11 102 .04 MAX rEn rr CN qDai-j) L/999 IN PEM 10-ll(LIVE) L= -.24" D= -.17" T= -.40" === Joint Tocat-iaas = 1 0- 0- 0 9 4- 3-12 2 4- 5- 8 10 7- 7-14 3 7- 7-14 11 11- 0- 0 4 31- 0- 0 12 12- 0- 0 5 14- 4- 2 13 14- 4- 2 6 17- 6- 8 14 17- 8- 4 7 22- 0- 0 15 22- 0- 0 8 0- 0- 0 Z TYPICAAT 1.8 BLll1-SAR MFG LLC 4445 N Dr rtthparSYSTEMS., olo Springs. CO 80907 TpS.O Version T6.2.6 ..Tr�ursss spec Dc: B Qty: rn THIS Ile3ICi7 IS GE aYi wrIE9REmLT CF M:4:TIELE Um C%5m PMRIM RIZUnMIMI3 shoaa are based ONLY On the truss material at each bearing. T A -A for 10 PSP nm -rant I aL. Permanent bracdxxj is t�tatit�a/ se HIB 19 )aryl /'IPS 1-1995; 10. 4. arra 10.3.4.6. 1X4 trill. m�k;nsn,n jateral at to fiat TC '-,eze in cared w/ 2-1 r31 la each. amber trust be stnjcbu grad=. Brace O 24" o.c. unless toted orlaawise. 4-5-8 y 3-2-6 3-4_2 1 3-4-2 i 3-2-6 4-5-8 4-5-8 7-7-14 11-0-0 14-4-2 17-6-8 22-0-0 ] 1-0-0 11-0 1 2 3 t4 5 6 7 F-6 -00 12.2.0 8 9 10 11 12 13 14 15 4-3-12 3-4-2 3-4-2 3-4 2� 3-4-2 4-3-12 1 4-3-12 7-7-14 11-0-0 144-2 17-8-4 22-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), , "H"(1edga.),nlAt-Ar=" X"(T.TMX�20_ga_),`Positioned per Joint Report. Circl Drwa: COO This design based on dic it br-drg gplied Per the all -&g scbedAe: :tax O.C. fzatt to TC 24.00" 4- 3- 3 17- 1- 0 _ This truss is designed using the SBC -97 0x1e. Bldg Erialceed = Yee Truss Lo aticrt - blot Rij Zonae H1=c M`x-/0. m Idne = % W1C�teq�y e B Bldg�� 80.00 ft, dlh • 0.00 it Mean= 22.92 ft, nph . 75 a 21_0 'DESIIN ----- pBf ---- Do # IpALBLoad --- Dir L.Plf L.Iac R.Plf R.Ioc TC Vett 82.00 0- 0- 0 82.00 4- 0- 0 TC Vert 205.00 4- 0- 0 240.00 31- D- 0 TL Vett 240.00 ]1- 0- 0 205.00 18- 0- 0 .73 .29 TC Vert 82.00 18- 0- 0 82.00 22- 0- 0 BC Vert 30.00 0- 0- 0 30.00 22- 0- 0 .54 .73 lbs X.Lx U,/'M TCVert .00 225.0 4- 0- 0 .59 TC Vert 225.0 18- 0- 0 S9 6915�pPROFESS/oHIPN ���' y L• FS 9�F MO -4-3 QQ S,9 y0Z -� N . C04 �g2 9 * xp.12/31/02 - CN11- YYHKLVINU Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 86.7 WT: 151 # This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk = in 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 must ascertain that the loads utilized on this Dagnr r #LC . 10 design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally braced by the roof or noon sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Live 30.00 psf Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 11.00 psf will cause the moisture content to Ute wood to exceed AI and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Tnuswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design BC,,Live . 00 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 5$3 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and �y Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 5140 psf 8/21/2001 Scale: 3/16" . 1' WO: CJOBN Customer Namet da IDurpacs L•1.15 P.1.15 Rep lbr End 1.00 O.C.Siiaoing 2- 0- 0 Design Seo UBC -97, Defl''Ratio: 14/360 TC: I+/480' Job Name: c'odn ERG X -LOC IS= SIZE 1M'D 1 0- 1-12 1386 3.50" 1.50" 2 21-10- 4 1386 3.50" 1.50-- .50"TC TCFCRCE AXL END GSI 1-2 -1926 '.03 .36 .39 2-3 -1693 .03 .36 .39 3-4 -1693 .03 .36 .39 475 -1926 .03 .36 .39 IC FCRCE AXL l3Z CSI 6-7 1647 .23 .14 .38 7-8 1091 .08 .23 .30 8-9 1091 .08 .23 .30 9-10 1647 .23 .14 .38 I^PB FCRCE CSI PNEB FCRCE CSI 2-7 -422 .10 3-9 605 .27 3-7 605 .27 4-9 -422 .10 FAX LEFLE)MCN (slYlth) L/999 IN MEM 7-8 (LIVE) Lr= -.07" D= -.05" T= -.12" ---_= Join Lncstia- =-- _ 1 0-0-0 6 0-0-0 2 5- 9- 4 7 7- 6- 3 3 11- 0- 0 8 12- 0- 0 4 16- 2-12 9 14- 5-13 5 22- 0- 0 10 22- 0- 0 Truss ID: B 1 Qty: 5 Drwg: TC 2x4 rFL #1 & Btr. Plating epac AfSI/'IPI - 1995 2x4 E L #1 & Btr. THIS L1SIIN is IDE �IIE R29JZ CF 'ihie 17 and is deeigrted ueiizJ tI� IAB 2x4 EFL SD*IDPM hLIIII'LPLE LCAD CASES. LBC -97 Qx�. PLATE VAUES PER ICBJ R SEA1Za4 RUaU #1607. 1�RIN3 Bldg J T cmH d = Yes 7rnclyd f� 10 PSF rnh-mncurrnrnt BSS,. � �"n a� based QTY T1atss Iaatirn =Net Ethd 2ahe m the tastes material at each bearing. Rwrxc ane/Ooean Line . No PLATII'Z BAS Q1 �1 LLpmm �M• Bldg Iszttlt 80,00 ft, gclg idth = X10.0 ft Minh sr000afE h 9i't = 22.92 ft, nph = 75 LIB: St-Aard O-Amr -Y, Dead Irnd = 21.0 psf 5-10-3 =0-4-3 5-9-4, 5-2-12 i 5-2-12 __, 5-9-4 -i 5-9-4 11-0-0 16-2-12 22-0-0 11-0-0 11-0-0 1 2 i3 4 5 6.00 -ao0� 5-6 . 9f�7` CJ$rCN MFss6-9-15 SHIP . CO 5982 X =0-4-3 * XP. 12/31/02 2-0-0 12-0-0 r-1-0--0� 6 7 S 9 10 7-6-3 6-11-11� � 7-6-3 7-6-3 14-5-13 22-0-0 p-' 4� Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), , "H"(16 8/21/2001 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled nlates and false frame Scalet 3/16 -- ., Plates are Positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building cnmponenl 1101 truss system. It has been based on specifications by TBP: 50.7 WT: 84 # wot WIDEN d. A MFG provided the component manufacturer and done in accordance with the current vcusi0ns of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component tnhnuf direr and/or building designer prior to fabrication. The building designer ; Dsgnr: Custamer Name t must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is Literally braced by #LC . 10 da _ LLC the roof, or floor sheathing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for Lateral support of components members TC Live 30.00 psf DurPaes L.1.15 P.1.15 'rut tlSWAL Sl's'fEMS only to reduce buckling length. This component shall not be placed,in any environment that will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss In TC Dead 11.00 psf Rep tdbr Bad 1.15 a+4.5 Northpark D. Cal. Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I' - Wood Tntss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' 'HIB•91 HC Live .00 psf O. C. Spacing 2- 0- 0 Tp5.0 Version T6.2 . 6 - (RIB -91) and SUMMARY SHEET' by TPI. The Truss Plam Institute (TPI)is located a1 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at III 119th Street(, \'h4, Ste 800, Washington, BC Dead 10.00 psf Design Spec UBC -97 DC 20036. TOTAL 51.00 psf Dell Ratio: W360 TC: I4/480 Job Name: cjodn Bl X -ILC PZ"CT SIZE R11a'D 1 0- 3- 6 1115 3.50" 1.50". 2 21-10- 4 1379 3.50" 1.50" TC FCRCE A; -L END GSI 1-2 -1885 .03 .32 .35 2-3 -1653 .03 .32 .35 3-4 -1679 .03 .36 .38 4-5 -1912 .03 .36 .38 BC FC12CE AXIL, EID CSI 6-7 1603 .23 .13 .36 7-8 1077 .08 .21 .29 8-9 1077 .15 .15 .31 9-10 1635 .23 .15 .39 I'EB FCRCE CSI [•EB FCS CSI 2-7 -402 .09 3-9 608 3-7 568 .25 .27 4-9 -421 .10 MAX E am L/999 IN MEM 7-8 (LIVE) IF -.07" D= -.05" T` ==-== Joint Lrxatiazs =-== 1 0- 0- 0 6 0- 0- 0 2 5- 7-10 7 7- 4- 9 3 10-10- 6 8 11-10- 6 4 16- 1- 2 9 14- 4- 3 5 21-10- 6 10 21-10- 6 _ D RAY den AI� MSG BLUS LLC 5 pSYSTEMS F C-�Nonn Dola Springs. CO 80)07 Tp5.0 Version T6.2.6 7C 2x4 DEL #1 & Btr. BC 2x4 DFL #1 & Btr. WES 2x4 DFL sD*u)4M RPJE VAI.LE PER ICED UKP #,1607 Lcade3 for 10 PSF rrn-cacurrent BOIL Truss ID: B2 Qty: 3 u� etc • Al`SI/,I'pI - 1995 THIS IFSIIN I3 ME ccmpcsrIE REWZ CF K TIPIE LCAD MSES. MRtIIM X11 �e PLATIN BASED CN G� LINiEER VALIFB. S-7 10, 5-2-12'-'A 5-2-12 5.9-4 5-7-10 10-10-6 16-1-2 21- 0 10-10 1 2 3 'q - 5 1 6.00 -6.001 - 5-6 'This truss is designed using the IBC -97 tncle. Blci3 & lceed - Yes Thus 10mt-icn - Not R'd 2cne Iiarirune/0--eE1 Line = No F Qteey M� �hei 80.00 ft, B�dI Ftjc3h a 10.00 ft 22.92 f%, nph 75 LHC Staniard UxxVamY, Dead Load = 21.0 pef 6-9-15 2 s9 SHIP -j Ni . C 5982 =0-4-3 / xP. 12/31/02 ^ CNIL It Op CALIFOPN\P� 2 .2 0-1-1_ 0 STUB 6 7 8 9 7.4.9 10 ---' 6-11-11-"7-6-3 7-4-9 14-4-3 21-10-6 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.); , H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. Circled later and false frame Tates are posLLiMed as shown above. WARNING Rend all notes on this sheet and give a copy of it to the'Erectin,,r Contractor. 'Phis design is for an individual building component not miss systcm. It has been based on specifirationa provided by the component mvutfacmrer and doTe49.3:WT in accord race with the current versions of TI'I and APPA dc�ign standards. No t 81 # responsibility is assumed for dimcnsimnal accuracy. Dimensions are to verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on thist design mea or exceed the load'ung imposed by the local building codeand the #LC . 10 paticulnrapplication. The designassumes that the top chord is Laterallybinced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directlyattached, unless otherwise noted.Live 13rachng shown is for Literal suppuof components members n 30.00 psf only to reduce buckling length. This component shall trot be placed in any environment that will cause the moisntre content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this accord:mce with the following standards; 'JOINT in TC Dead 11.00 psf truss DETAILS', by Ttusual, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HANDLING INSTALLING AND BRACING METAL BC Live .00 Poll!Responsibilities, PLATE CONNECTED WOOD TRUSSrS' - (HID -91) and 'HID -91 SUMMARY SHEET' by TPI. The Truss Plate Instinne fTPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719, The American Forest Paper Association (AFPA) is located 11 1111 19th Street, BC Dead 10.00 psf MV, Ste 800, Washington, DC 20036. and TOTAL 51.00 psf 8/21/2001. Scaler 3/16" . 1' WO: CJOBN Customer Namet cia DurFacs L.1.15 p.1.15 Rep Idbr Bad 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Deft Patio: 141360 TC: 141480 ob Name: ciodn __-_= Joint Lccatiazs ===== 1 0- 0- 0 19 1- 6- 6 2 1- 6- 6 20 2-10- 6 3 2-10- 6 21 4- 2- 6 4 4- 2- 6 22 5- 6- 6 5 5- 6- 6 23 6'-10- 6 5 6-10- 6 24 8- 2- 6 7 8- 2- 6 25 9- 6- 6 8 9- 6- 6 26 10-10- 6 9 10-10- 6 27 11-10- 6 10 12- 2- 6 28 12- 2- 6 11 13- 6- 6 29 13- 6- 6 12 14-10- 6 30 14-10- 6 13 16- 2- 6 31 16- 2- 6 14 17- 6- 6 32 17- 6- 6 15 18-10- 6 33 18-10- 6 16 20- 2- 6 34 20- 2- 6 17 21-10- 6 35 21-10- 6 18 0- 0- 0 I'1'I'ICL BL6 R MFG LLC -rH I1SWAL SYSTEMS 4445 Norlhpark Dr., Colo Springs. CO `40907 Tp5.0 Version T6.2.6 TC 2x4 DFL #1 & Btr. BCMK� EFL #1 & Btr. GEL DFL SPA*U140 PLATE VAI.Cie.S F1_R ICi3J RESETRM FERRr #1607. Loaded for 10 FSF rrn-cam par,, <It is assured that ax face of this truss < is s• heathed with p1 oed, CGB to bmd < addid'tirnal loads trusts mzsidared on < ncn-ar in ixts bearitr3 j% . use ac>sguate staples fV gable blocks. studslayrasie See 1 s�gestai aab1 1>racin3deta1 (s) . Lateral scadssn lire with the dxscls have n=t been eazsidered unless rated othelw se. These lcacls and their connections are the r spansibil ity of the bailditrj designer. Truss ID: B3 Qty; I Dig: ftPurg PNSI/'IPI 1995 71ns truss is dos THIS L>SIQ7 IS ZE QT'IRiSrIE RE LW C' CBC -97 Axle. iusirsj the NIILTIFCE LCIAD CASES. Bldg R=losed • Yee BURUZ RE=01E iIB shown are based to LY Thus Loc2tiz1 =Not Fled 2me on the truss material at each beariM. Ehiss 110catIm Lure - d fJ� PLATIM BASED CN G EEN LU43ER VALCES. Bldg L@•r1 80,00 ft, k aolh ! . 0 ft Mean r>7o height - 22.92 ft, ntph ra 75 CB` Surd 03oAxaz.Y, Dead Iced = 21.0 pef 1-6.6 2-8-0 2-8-0 2-8-0 2.8, 2.8.0 2-8.0 2.8.0 i 1.6-6 4.2-6 6.10-6 9.6-6 12.2.6 14.10.6 17.6.6 20-2.6 1 2 3 4 ,5 6 7 8 9 10 11 12-1.? X 14 15 16 17 r 0'06 _6 001 4.4 21- - 12-0-0 i 0-1-10 STUB 18 19 20 21 21 2t 24 25 26 2718 29 30 rl i2 3.4 r4 35 1.66 y 2-8- 2.8-0 y 2-8.0_1 2-8.0 2-8.0 2-8.0 2.8-0 1-6..6 4-2-66 6.10-6 9-6-6 12.2-6 1 14.10-6 17-6-/ 1 20.2-h 1 - 6-9-15 SHIP =0-4-3 CR 90 --j0. C ,45932 7J * Exp. 12,1 1102 SsT r C1VI� . �P FcF�n nFOP� / Truswal Systems Plates are 20 ga. unless shown by "18"(18 a.), H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. OVER CONTINUOUS SUPPORT Circled nlates and false frame plates are Positioned as shown above. WARNING Read all notes 011 this sheet and give a copy Of It t0 the ETCCtIJlg Contractor. TBF: 66.7 WT:113 # This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doneChk r in 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 unanmfnctu'cr and/or building designer prior to fabrication. The building designer must ascenain that the loads utilized on this Dsgr>.r: #W- 10 design meet or exceed the loading imposed by the local building code and the paticular application. The design assume., that the top chord is laterally hu;aced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly auached, unless otherwi,e noted. TC Live 30.00 pef Bracing shown is for Lateral suppon of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 11.00 pef will cause the moisture content of the wood 10 exceed 197o and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following stand rds: 'JOINT DETAILS', by Tnuswal, 'ANSI/TPI 1', 'WTCA I'- Wood Tnnss Council of America Standard Design BC Live 00 pef Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 pef SUMMARY SHEET' by TPI. The Tnnxs Plate Institute (TPI) is looted at 583 D•Onofrio Drive, Madison, Wisconsin 53719. The American forest and Paper Association (APPA) is loaned :It 1111 t'hh Sireeu, tNgV, Ste k(X), Washington, DC 2(X)36. TOTAL 51.00 pef 8/21/2001 Soalet 3/16" . 1' WO r WORN Cuetcnner Narver da DurFacrs L-1.15 p.1.15 Rep Idbr 2nd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Ddl Ratio: L/360 Tc: I4/480 Job Name: cjodn Bf.G X -LCX' REACT SIZE RSQ'D 1 0- 1-12 2.618 3.50" 2.79" 2 21-10- 4 2618 3.50" 2.79" TC FL7RCE wL 110 CSI 1-2 -4890 .27 .73 1.00 2-3 -3902 .14 .52 .67 3-4 -3901 .15 .31 .46 4-5 -3901 .15 .31 .46 5-6 -3902 .14 .52 .67 6-7 -4890 .27 .73 1.00 9C FCRCE !JL EM CSI 8-9 4326 .62 .3g 1,00 9-10 4315 .61 1 .78 10-11 2493 .35 .15 .50 11-12 2493 .35 .13 .48 12-13 4316 .62 .16 .78 13-14 4326 .62 .3C 1.00 �IEB FiRC£ CSI TAEB FC RCE CSI 2-9 255 .11 4-12 1565 .69 2-10 -1145 .30 5-12 -608 .15 3-10 -608 .15 6-12 -1145 .30 4-10 1565 .69 6-13 255 .11 hIAX r EFLEMCN L/999 IN NQgI 10-11 (LIVE) L= -.23" D= -.16" T= -.39" ---== Joint Ixxatinzs ===_ 1 0- 0- 0 8 0- 0- 0 2 4-5- 9 9 4-5- 9 3 7- 8-12 10 7- 8-12, 4 11- 0- 0 11 12- 0-•0 5 14- 3- 4 12 14- 3= 4 6 17- 6- 7 13 17- 6- 7 7 22- 0- 0 14 22- 0- 0 TC 2x4 DFL #1 & Btr. BC 2x4 DFL #1 & Btr. VIM 2x4 DFL SI*IDARD CM SCK 2x4 DFL 517 Limber slrar alloAables are per MS -97. Loaded for 10 F'SF non-concurriert )a,• CRble blocks are 2x 4 n 16.0 in. o.c. MAX. •<It is assured that one face of this truss < is sheer ed with plywcod, C1SBI, �ootboard < addr�onal 11 tl C•isick.d,on < rran-matinxus bear'rS gables. Mev used stsples for gable blacks. C61 require See 'Ihz9 a1s - gerted gable tracing �1(s) . Lateral laacis in line with the dxxds have not- been C nsidered unless nets' :*�ise. 7heSe loads and tlw r connections ections are the responsibility of the baildirrg designer. 5-6-4 I- 0-0-4 Truss ID: B4 Qty: PAA-irrJ spec • ANSI/IPI - 1995 THIS LESIIN IS ME TIE RESLW C' MCIIMPLE LOAD CASES. BRIM truss she n are based CNLY on theRAaE VALLES PER ]CBO RESFmaterial at � Mac ##1607. pFt=rmana� bray is (by cthere) to AIS r> #atia�/199,;ltcpl�=. See0HM-96.� PLAIM43 BASED IN CREIIQ LLMDER VALCES. Attach '_ with 2-4 plates (2x4 3 -top 6plat� (2�) ord (if )at 2" o.c. and lied zetated, in addition to the heel P rnEc3nadsho an. Tree se tcp needed. dmrd O NDT IIMM Vi -ERE; SI? V Bye(***) . This truss is designed usirs3 the #LC . IBC -97 CbcL-. " Bldg a -closed - Yes pef Truss location = IQct F1d lane 11.00 Ra-cane/0--un Line . lb F Bldg L�qt� 80.00 ft, BLdJ Wicth 0`00 ft Memo roof heigg . 22.92 ft, nph . 75 UBC Staniard # -LCADD 1E3IC17 LQADB pef -� -'--'-- R.Plf TC Vat 164. 0 Dir L.Plf a'a 0 224.0 .Loc Dj' 11R 0- 0 3 TC Vert 224.00 11- 0- 0 14.0 13 Vat 20.00 0- 0- 0 22- 0- 0 .4 20.00 22- 0- 0 .00 J ??�OF ESsic/v, MFSsyF _tel No. 04,982 X I l--U=()-�� ` 22- - I�Q-� 8 9 10 11 12 13 4-5-9 3-3-4 i 6-6-7i 3-3-4 4-5-9 7-8-12 14-3-4 17-6-7 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), "H"(16 ga.), or -'MX"(TWMX 20 ga,), positioned per Joint Report. Circled plates and false frame 14 425-9_' 22-0-0 YYA,ffJVLLVU Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. it has been based on specifications provided by the component manufacturer and done hn accordance with the current versions of TPI and AFP A design standards. No responsibility Is assumed for dimensional accuracy. Dimensions are to be SA R MFG]"ill VC1 ifned by the component mavndacmrer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the hxud'ung imposed by the local building code and the paticular application. The design assumes that the top chord is Laterally LLC bnced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly anached, unless otherwise noted. Sncing shown is for b enl suppon of components members only to reduce buckling length. This component shill not be placed iih any environment that 1lt l nSWAL SYSTEMS cause die moisture content of the wood to exceed 199. and/or cause connector plate corrosion. Fabricate, handle, install and brace this miss in aJtS Nonhpark Dr., Cola Springs. CO 80707 accordvice with the following stavndards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA F - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (14111-91) and 'Illfl-91 S' SUMMARY SHEET' by TPI. The 'friss Plate Institute (fPq is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American forest and Tp5. 0 Version T6.2 . 6 Paper Association (AFPA) is Incased a1 1111 I'hh Slrrcel, hNW, Ste x00, Washington, DC 20016• TBFt 102.7 WT:169 # Chk: Dsgnr: #LC . 10 TC Live 30.00 pef TC Dead 11.00 pef BC Live .00 pef BC Dead 10.00 pef TOTAL 5® 8/21/2001 Scalet 3/16" . 1' WO: CJOBN Custeceer Rare da DurFaae L-1.15 p.1.15 Rep Itibr Bad 1.00 0.C -Spacing 2- 0- 0 Design Spec UBC -97 Dafl Ratio: 4/360 TC: LV480 ob Name: dodn _--== Joint Location ===== 1 0- 0- 0 10 0- 0- 0 2 2- 2- 0 11 2- 2- 0 3 3- 6- 0 12 3- 6- 0 4 4-10- 0 13 4-10- 0 5 5- 7- 0 14 6- 4- 0 6 6- 4- 0 15 7. 8- 0 7 7- 8- 0 15 9- 0- 0 3 9- 0- 0 17 11- 2- 0 9 11- 2- 0 2.5-4 '�4 TIC 2x4 EFL #1 & Btr. PC 2x4 EFL #1 & Btr. CEI, BLX 2x4 DFL SIS PLATE VALLBS PER ICB0 M9Z*RCH FZEKRr #1607. Lcaded fcr 10 PSF rrrr-coral-rent Bc7I,, <It is assumed that a)e face of this truss < is sheathed�„>�, CSB, a� board < saddi�tiiahal loads masts �hsid�ro3If 'rn < rnraahtixzxus bearirs cables. M(°Leat use adequate staples for gable blo=ks. Cable studs nay = lateral b acing irrJ. See Lateral scads uz linethhthee d-= have not been considered unless rated otherwise. These loads aryl their cortriectiens are the resPrnsibility of the building designer. Truss ID: C Qty: I P ADSI/`fPI - 1995 THIS LfSIIN L9 'IIS a lV1PMrIE RFSfE,T OF NLMPLE Im MSES. MARIM FS=MgNM shown are based CN Y cn the truss material at each bearing. FLA= BASED IN GEEK Il.T'm VALLES . 2-2-0—� 2-8-0-1-6-0 2-8-0 2-2-0 i 2-2-0 4-10-0 6-4-0 9-0-0 11-2-0 6.00 6.00 Drwic This truss is designed using the LBC -97 Cane. Bldg l2r rlosed - Yea Truss Loratiah - Mt End Tome Rork m--1/C3sah Line a Tb g Bldg Length = 80.00 ft, Bldg Gtic3-h 2 AOn00 ft Mears roof height - 21.57 ft, aph n 75 LBC Standard Ocsa p ncy, Dead Fuad m 21.0 POE 4-1-7 SHIP I0-4-3 LLI ?RO F E SStOyq y � y?' m —I t c. C 4 b 82 ao t WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 29.3 WT: 47 # ` This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: 1 LIRA hn accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be RMFG °crified by the component manus carer and/or building designer prior to fabrication. The building designer must ascertain that the lands utilized on this Dsgnr: #LC . 10 design meet or exceed the loadingimposed by the local building code and the paticular application. The design assumes that the top chord is Laterally LLC brhood by the roof or floor she:nhing and the bottom chord is Laterally braced by a rigid sheathing material directly anached, unless otherwise noted. TC Live 30.00 pef Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed -in any environment that TC Dead 11:00 pef will cause the moisture content of the wood to exceed 199. and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in 444.5 No the A Dr., 4Pringa CO 80907: accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design BC Live .00 pef Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIE -91) and '1110.91 BC Dead 10.00 pef SUMMARY SHEET' by TPI. The Truss Plate Instianq (TPI) is located at 58.1 D'Onofrio Drive, Madison, Wisconsin 1.1719. The American forest and Tp5. 0 Version T6.2 . 6 Paper Association (APPA) is loomed :d 1 111 191h Sircelk N\V, Ste 900, Washington, DC 20016. TOTAL 51.00 pef .xp. 12/31/02 8/21/2001 3calet 5/16" - 1' WO: CJOH Custctmer Name: da DurFacs L.1.15 Pm1.15 Rep I&r Bad 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Ddl Ratio: U360 TC: L/480 2-0-11 2-0-0 -3 21 C 10 11 12 13 14 15 1617 2-2-0� ---10-T1 220 2-8-0 1-6-0 4 6-4-0 2-8-0 2-2-0 —� 1 L PA'fP 2.5-4 '�4 9-0-0 11-2-0 , Truswal Systems Plates are 20 ga. "H"(16 ga.), or "MX"(TWMX�20 ga.), unless shown by positioned per "18"(18 ga.), OVER CONTINUOUS SUPPORT Joint Report. _ LLI ?RO F E SStOyq y � y?' m —I t c. C 4 b 82 ao t WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 29.3 WT: 47 # ` This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: 1 LIRA hn accordance with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be RMFG °crified by the component manus carer and/or building designer prior to fabrication. The building designer must ascertain that the lands utilized on this Dsgnr: #LC . 10 design meet or exceed the loadingimposed by the local building code and the paticular application. The design assumes that the top chord is Laterally LLC brhood by the roof or floor she:nhing and the bottom chord is Laterally braced by a rigid sheathing material directly anached, unless otherwise noted. TC Live 30.00 pef Bracing shown is for Lateral support of components members only to reduce buckling length. This component shall not be placed -in any environment that TC Dead 11:00 pef will cause the moisture content of the wood to exceed 199. and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in 444.5 No the A Dr., 4Pringa CO 80907: accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design BC Live .00 pef Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIE -91) and '1110.91 BC Dead 10.00 pef SUMMARY SHEET' by TPI. The Truss Plate Instianq (TPI) is located at 58.1 D'Onofrio Drive, Madison, Wisconsin 1.1719. The American forest and Tp5. 0 Version T6.2 . 6 Paper Association (APPA) is loomed :d 1 111 191h Sircelk N\V, Ste 900, Washington, DC 20016. TOTAL 51.00 pef .xp. 12/31/02 8/21/2001 3calet 5/16" - 1' WO: CJOH Custctmer Name: da DurFacs L.1.15 Pm1.15 Rep I&r Bad 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Ddl Ratio: U360 TC: L/480 Job Name: cjodn 13, ' X=LCC P.E;`LCT SIZE RDQ'D 1 0- 1-12 1246 3.50" 1.50" 2 11- 0- 4 2142 3.50" 1.91" 3 16- 7-12 473 3.50" 1.50" TC FCRCE A;L EM CSI 1-2 -1437 .02 .59 .61 2-3 -1141 .01 .55 .56 3-4 887 .08 .60 .68 4-5 596 .08 .60 .68 LC FCRCE A:L IM CSI 5-7 1208 .17 .51 .68 7-8 286 . .09 .18. .22 8-9 -408 .00 .19 .19 4EB FUZCE GSI WEB FCRCE CSI 2-7 -743 .11 3-8 -1695 .68 3-7 1018 .45 4-8 -676 .10 SPX EEF=CN (laszi) L/999 IN VEM 6-7 (LIVE) L= -.09" D= -.06" T= -.15" ===== Joint Loantiazs -= 1 0- 0- 0 6 0- 0- 0 2 4- 9- 9 7 5- 9- 4 3 8- 4-12 8 11- 0- 4 4 11-11-15 9 16- 9- 8 5 16- 9- 8 TC 2x4 DFL #1 & Btr. 13C 2x4 DFL #1 & Btr. Wim 2x4 DFL STS CM BLK 2x4 DEI, SIkhuARD 2X6 EFL #2 1 Limber shear allc.ables are per BIDS -97.3 ,6 Lrxation of interims bearings shadd be clearly naxioed cn each truss. perms bracing isreguired (by others) to prevent rctatirn/tq�iu� arSee 1M-91 aryl AbBI/TPI 1-1995; 10.E 4.5 ra 10.3.4.6. -PLAT BA= CN CLQ LLrIEM VALLM. with 2-4 plates (2x4 r 3-6 llat(es (2x6)ShD'n)at 4" o.c. and�p lied rctate3, in ad9iticn to the heel platirsi shown. 'Ile c-ecnrlary top d=d trey be rnotched for cutlookere as Med. DO N7I' NJIII-I 1hIE3tE SIMV BY (**:) 499 - Truss ID: D Qty: P1ar;.. IC31 PMI,'*M - 1995 THIS D�IS 11E a iFY.SrIE maw OF MCII.,TYPLE LOAD am. PEARIM FS=MOE 1IS d=,n are based a]I.�Y rn tin truss material at each PLATE VA M PER IC90 RlDM*K I REPCRT #1607. Ruled fcr 10 RV rrsu-caxin'rait BaL. b�cr ltr� pa�bec e erecting histrus Cable blocks are 2x 4 9 16.0 in. o. c. MX. <It is asatted that me face of this truss < is sheathed witor h 1 cod CSB, wood bid • < ad31�aa1 laxils trusts mzsideraIf i cn tt•� ryM-oeala'ttinuaas bearing le». Cable etude staples � gable bleckl. s. Lateral l with the gdcds have n=t hem CcMidexed unless n3ted otherwise. Tl-,ese loads and their s==tuns are the respamibility cf the b Luldirs3 designer. 8-4-12 11-11-15 16-9-8 4-4-12 13 841-12 S , 16.00 _6 1 Drwg: Cd -019 This trues is desigrAd usirg the LW -97 Ccc--. Bldg RMlosed - Yee Thune is Ucn - Not R -d 2a're Iji=Bldg aa>`/Cbaai =tM0.00 jQth 0.00 fjB= A0. 0 ft mean hei - 22.27 ft, ttph Ur Standard De brad ` 75 21.0 - --------Lt]AD # k>SICN Ltd pef ----------- Dir L.Plf L.Lcic R.Plf TC Vert 164.00 0- 0- 0 214.00 R.Lcc 8- 4-12 TC Vert 214.00 8- 4-12 82.00 BC Vert 20.00 0- 0- 0 20.00 .37 16- 9- 8 .28 11- 2- 0 BC Vat 28.00 11- 2- 0 28.00 .00 16- 9- 8 .17 B , SAR -kFG LLC TROSWAL SYSTEMS' 4445 Northpark Dr.. Colo Springs. CO 30907 TPS -0 Version T6.2.6 6 7 8 5-9-4 i 5-3-0-t 5-9-4 11-0-4 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), Ci;rcled(16 gplatesrAn,]f.i .xf?�m-a1 ;positioned per Joint Report. 9 5-9-4 16-9-8 OVER 3 SUPPORTS VYHLCLVINILY Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It his been based on specifications provided by the component manufacturer and done in accordvnce with [lie current versions of TPI and AFPA design standards. No responsibility Is assumed for dimensional aceumcy. Dimensions are to be verified by the component manufacntrer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord is laterally braced by the roof or floor sheathing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. fir -acing 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 content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - 01ID-91) and '1118-91 SUMMARY SHEET' by TPI. The Tniss PLite Institute;(TI'I) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at 1111 i'hh Stree[,iMV, Ste x00, Washington, DC 20036. M�ss?� 9 J NO C04 xp. 12; 2'1!02 � �,r a X.1,1 -., .cn�N\/ TBFt 67.3 WT:107 # Chkt: Degnr: #LC - 12 TC Live 30.00 paf TC Dead 11.00 psf BC Live .00 paf BC Dead 10.00 psf TOTAL 5�0 p p 8/21/2001 Scale: 7/32" - 1' WO CJOEN Customer Nam t da DurPace L-1.15 P=1.15 Rep I1br Bnd 1.00 O -C -Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: 4/360 TC: LV480 � Job Name: cjodn 91r, X -T= iS- SIZE R2Q'D 1 0- 1-12 819 3.50" 1.50" 2 11- 0- 4 915 3.50" 1.50" 3 16- 7-12 571 3.50" 1.50" TC KIRCE A,,L 110 CSI 1-2 -794 .00 .23 .23 2-3 -622 .00 .23 .23 3-4 109 .00 .33 .33 4-5 -230 .00 .33 .33 !3✓ FcR E Am az CSI .• . 6-7 655 .09 .11 .21 7-8 245 .03 .17 .20 8-9 157 .02 .17 .19 ;NM FCRCE CSI WEB F cLCE CSI 2-7 -315 .05 3-8 -538 .24 3-7 451 .2.0 4-8 -369 .06 MAX EEFI=C N (spars) L/999 IN MEM 6-7 (LIVE) LF -.02" D= -.02" T= -.0411 ===== Joint Locatior> 1 0- 0- 0 6 0- 0- 0 2 4- 5-10 7 5- 9- 4 3 8- 4-12 8 11- 0- 4 4 12- 3-14 9 16- 9- 8 5 16- 9- 8 TC 2x4 DFL 11 & Btr. 13C 2x9 EFL #1 & Btr. 66:8 2x4 DFL S XgDn[ D FYATE VALM PER IBO MM*ZC H REFI' #1607 L for 10 FSF rrn-arnurrerit BOLl . Intbegin la beforeor &A*crt or deaporary us tzr mist pp ire thio truss. F7A11M RM CIV GREEN 1J.7v'2ER VA=. 4-6-9 =0-4-3 Truss ecIDe: D 1 Qty: PlatTHLS LFSIIN IS MEI�TIE9RES= cr n=PLE LMD msm. BUIMM R9=M1E M shoM1n are based aZY on the truss material at each locatia't of interic r bearirrJs s1r d Ee clearly narked on each truss. Penn s>t. kaackng is regLdred (by others) to Prevert r tat'-iot/t�Iirrg. See HIB -91 and I/PI T 1-1995; 10. .4.5 and 10.3.4.6. 4-5-10 i 3-1_ 1 2 3-11-2 { 4-5-10- 4-5-10 8-4-12 12-3-14 16-9-8 _ 8-4-12 8-4-12 1 2 t3 4 5' 6.00 76.001 S-6 1 Drwg:COOJTTM- This truss is designed usirt,I the LBC -97 C--&. Bldg Fl -closed . Yes . Truss Location - Not Bid 7rne HIrXiamm/0--cart Line - No Fbw Cateclicry - B Bldg Lith 80.00 ft, B�d3 Wiclth m 40.00 ft Metes roof height - 22.27 ft, nph . 75 113C StandardDead Icad - ----- ----LC]AD M4 'IESIIN LCAL'S 21.0 POE ---------------- Ihr L.Plf L.Ioc R.Plf R.Lcc U,, -M TC Vett 82.00 0- 0- 0 82.00 16- 9- 8 .73 BC Vert 20.00 0- 0- 0 20.00 11- 1-12 .00 PC Vert 28.00 11- 1-12 28.00 16- 9- 8 .17 5-6-5 SHIP =0-4-3 MM rq�6y� Y rZn C 82 M 11-0-4 ` . 12/31/02 AN. C/\/IL 16 9-8 F-2-0-0 Cr CAUFO' ' MUM 6 5-9-4 �7 -35 0 '8 5-9-4 9 5-9-4 11-0-4 16-9-8 ; 8/21 /2001 ® Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), , 1' "H"(16 ga.), or "MX"(TWMOVER 3 SUPPORTS 3calet 7/32" -X 20 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Rend all notes on this skeet and give a copy of it to the Erecting Contractor. TBP: 38.7 WT: 6s # wot CJOHN This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done �: Custcnaer Namet in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be S A�' C%�]hi-..ccd verified by the component mvn facturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr- #LC - 12 da B SAR - ■ Vdesign meet or exceed the loading imposed by the local building code and the pidculnr application. The design assumes that the top chord is Laterally LLC by the roof or floor she:uhing and the bottom chord is Literally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Live 30.00 pef DurPaee L.1.15 P.1.15 Bracing shown is for Lateral support of components members only to reduce buckling length. This component Omit not be placed in any environment that TC Dead 11.00 psf Rep b4:r Bnd 1.00 TROSWAL SY, ` will cause the moiamre content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle. install and brace this truss in �aa5 Nonbpn rA Dr.. c'„b, Spring=. CO 140907 accord:mce with the following smndnrds: 'JOINT DETAILS', by Trtswad, 'ANSI/TPI 1', 'WTCA V - Wood Truss Council of America Standard Design BC Live -00 psf O. C.Spaeiag 2- 0- 0 Responsibilities, 'HANDLING IN'STALLINO AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.00 psf Design Spec USC -97 SUrNINIARY SHEET' by'ri'I. The Tntss I'Lte Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and TpS . 0 Vereion T6.2 . 6 Paper Association (AFPA) is located at 11 I 119th Sire($, N\V, Ste 800, Wis'hi ngton, DC 20036. TOTAL 51.00 pef W2 Ratio: 14/360 TC: 14/480 Job Name: cjodn Bir, X -LDC P,FACT SIZE REQ'D 1 0- 1-12 818 3.50" 1.50" 2 11- 0- 0 914 3.50" 1.50". 3 16- 7-12 309 3.50" 1.50" TC FCRCE AXL MID CSI 1-2 -792 .00 .23 .23 2-3 -620 .00 .23 .23 3-4 108 .00 .33 .33 4-5 -234 .00 .33 .33 EC FARCE A,L HID CSI 6-7 654 .09 .11 .21 7-8 243 .03 .17 .21 8-9 160 .02 .17 .19 [EBB FUKE CSI WEB FCRM CSI 2-7 -315 .05 3-8 -537 .24 3-7 451 .20 4-8 -370 .06 f lAX EEF =rrrCN (span) : L/999 IN l` M 6-7 (LIVE) LF -.02" D= -.02" T= -.04" =--== Joint L ozatia is =_== 1 0- 0- 0 6 0- 0- 0 2 4- 5-10 7 5- 9- 4 3 8- 4-12 8 11- 0- 4 4 12- 3-14 9 16- 9- 8 5 16- 9- 8 -Oc-. BU CAR MFG ® LLC - TRIrSwAL SY.STEA4S 4445 Northpark Dr., Coln 5priugi. CO 80907 Tp5.0 Version T6.2.6 TC 2x4 EEL #1 & Btr. 13C 2x4 EFL, #1 & Btr. Dim 2x4 DFL SIPNv AM PLATE VALLES PER IC130 1ZESE7A� REPCRr #1607 Tcaded fcr 10 PSF nail-caham22rt as r,, I- in placees before tese�ctaxxj tilis trusary shoring s. PLATTI, BASED CN GpEM LL� VALIXS . '4-6-9 IO -4-3 Truss ID: D2 Qty: Plating spec • Pml/,rPI - 1995 THIS MIN IS THE tII 0-rIE RFSLW OF M:II,TTPLE LOAD (ZASES. BEARM } 22 E S sh:m n are based aMY ah the truss material at each learirrt. Laaticn of interior bearings should Be clearly nariaed on each truss. 1�'a't (by ) to ie preva't: rcJtatiau,/tc iug. See HIB -91 and AIRSI/'I'PI 1-1995; 10.3.4.5 and 10.3.4.6. 4-5-10 i 3-11-2 3-11-2 1 4-5-10 4-5-10 8-4-12 12-3-14 16-9-8 8-4-12 1 9-4-12 1 2 3 4 r 5 r 6.00 70 5-6 , -0-0 6 7 8 S-9-4 5-3 0 5-9-4 9 9 5-9-4 11-0-4 + 16-9-8 HIP IO -4-3 t K QRO F ESS/0 MFss Q 9� Q J N ' CO 5982 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), OVER 3 SUPPORTS H"(16 ga.), or "MX'(TWMX 20 ga.), positioned per Joint Report. Circled Plates and false frame plates are Dositioned as shown above. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 37.3 WT: 63 # This design is for an individual building component not trues system. It has been based on specifications provided by uhe component manufacturer and doneChk: in 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 ma nuCrcturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr t #LC . 12 design meet or exceed the loading imposed by the local building code and the paticuiar application. The design assumes that the top chord is Literally braced by the roof or floor she-uhing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Live 30.00 pef Bracing shown is for Lateral support of components members only to reduce buckling length. This component shark not be placed in any environment that I TC Dead 11.00 psf will cause the moisture content of the wood to exceed 1975 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I' - Wood Truss Council of America Standard Design BC Live 00 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and '14I13-91 BC Dead 10.00 pef SLINIrNIARY SHEET' by TPI. The Truss Plate Institute, (Till) is looted at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and o Paper AssocLation (AFPA) is located :u 1111 1911, Sweet; NW, Ste 800, Washington, DC 20036. TOTAL 51.00 pef P• 12102 C/y 8/21/2001 Scalet 1/4" . 1' WO CJOBN Custcaner NanaI da DurFaas L.1.15 P.1.15 Rep bfbr Bad 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Den Ratio: W360 TC: L/480 2 Drwg• • This truss is d signed using the MC -97 Chris. ' Bld3 M=issed • Yee Truss Tic ;t-irn - Nat Efrl Zane H=-icsne/0oaath Line . No B1c13 - 80.00 R, 0 Wdth B�d3 her 22.27 o l0 0 R iPleant Srcot - R, nph m Dead Load . 75 21.0 pef - - ------I11AD # TESIIN IAAM ---------------- Dir L.Plf L.Loc R.Plf R.Im UVIL TC Vert 82.00 0- 0- 0 82.00 16- 9- 8 BC Vert 20.00 0- 0- 0 20.00 .73 31- 2- 0 BC Vat 28.00 31- 2- 0 28.00 .00 16- 9- 8 .17 4-5-10 i 3-11-2 3-11-2 1 4-5-10 4-5-10 8-4-12 12-3-14 16-9-8 8-4-12 1 9-4-12 1 2 3 4 r 5 r 6.00 70 5-6 , -0-0 6 7 8 S-9-4 5-3 0 5-9-4 9 9 5-9-4 11-0-4 + 16-9-8 HIP IO -4-3 t K QRO F ESS/0 MFss Q 9� Q J N ' CO 5982 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), OVER 3 SUPPORTS H"(16 ga.), or "MX'(TWMX 20 ga.), positioned per Joint Report. Circled Plates and false frame plates are Dositioned as shown above. WARNING Rend all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 37.3 WT: 63 # This design is for an individual building component not trues system. It has been based on specifications provided by uhe component manufacturer and doneChk: in 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 ma nuCrcturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr t #LC . 12 design meet or exceed the loading imposed by the local building code and the paticuiar application. The design assumes that the top chord is Literally braced by the roof or floor she-uhing and the bottom chord is Laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Live 30.00 pef Bracing shown is for Lateral support of components members only to reduce buckling length. This component shark not be placed in any environment that I TC Dead 11.00 psf will cause the moisture content of the wood to exceed 1975 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA I' - Wood Truss Council of America Standard Design BC Live 00 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and '14I13-91 BC Dead 10.00 pef SLINIrNIARY SHEET' by TPI. The Truss Plate Institute, (Till) is looted at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and o Paper AssocLation (AFPA) is located :u 1111 1911, Sweet; NW, Ste 800, Washington, DC 20036. TOTAL 51.00 pef P• 12102 C/y 8/21/2001 Scalet 1/4" . 1' WO CJOBN Custcaner NanaI da DurFaas L.1.15 P.1.15 Rep bfbr Bad 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Den Ratio: W360 TC: L/480 lob Name: cjodn A;•L EM CSI BFn X -LOC R111 -CT SIZE REQ'D 1 0- 1-12 5423 3.50" 2.89" 2 11- 0- 4 5406 3.50" 2.88" 3 11- 0- 0 5406 3.50" 2.88" TC FUXE A;•L EM CSI 1-2 -7104 .15 .39 .54 2-3 -3086 .02 .13 .15 3-4 -3021 .02 .04 .06 !C FCRCE Ail 1M CSI 5-6 6337 .26 .49 .75 6-7 6214 .25 .35 .60 7-8 82 .00 .36 .36 1"EB FCRCE CSI FffB FCRCE CSI 2-6 3672 .81 4-7 3904 2-7 -4175 .86 .30 4-8 -4304 3-7 2448 .27 .54 M IEFL F1^rrCN ( l?alh) L/999 IN MFIyI 5-6 (LIVE) L= -.07" D= -.05" T1 ===== Joint Locations =_-_ 1 0-0-0 5 0-0-0 2 4- 7-10 6 4- 7-10 3 8- 4-12 7 8- 4-12 4 11- 1-12 8 11- 1-12 TC 2x4 LFL #1 & Btr. EIC 2xS LFL SS TFm 2x4 LFL STS Luttber &ear alla�ables are per MB -97. PLATE VALES PER ICIO I #1607 Locatiah of interior bearirxjs she ld be clearly narked on each truss. ++++++++++++++++++++++ Cxre tts�ated loads 1s fcr PLF loads M[SP be distributed only. each P1Y e9ua11Y• Ch ma]ti-ply with hha'tget.�s, For ntreeuse 3 tl�s 2 l nto , add nails r. r frame n additional ply(s) �1/cr bolts if sha n, cr use any other zpsvved detail (by others) . + + + + + + + + + + + + + + + + + + + + + + 2 -PLY! Nail w/10d BOX, staggered (MM -97 Sect. 12) in: TC- 2/ft EC- 7/ft iAE S- 2/ft 4-6-9 I0-4-3 Truss ID: D3 Qty - 199561at' n23 aISPIE RESLX;P O I4IMPLE LOAD CASM. 1EAR= RIaII mmirS sln..n are based CNLY 0L for 10 materialcc=�tt BOLL. Pebr�e in place bef mterecti.i-� thisthhs truss Y3 tc 1 t? red 0y1ctlrrs) to r+(dl/ IFI 1-1�9i9W10.314 5 and a EM -96 . d PLATII13 HASID CN GEeN UM2ER VAILES. 12-1 verticals designed for axial loads ably. aid verticals that are EDd:.e-ded above or below the truss paofile (if any) may require acHitimal design ca sic ration O , cd -,&s) f- lateral fazes die to wz)d or seisms loads on the kuildiM. 44-7-10� 3-9-2, 2-9-0 4-7-10 8-4-12 11-1-12 -2 2 2-PLYS 1 2 3 4 REQUIRED 6.00 -, 6.00 S-fi 2075# j 2 Drwg• This truss is desigoad vein) the LBC -97 Cb&. Bld3 13 -closed . Yes Thies Locatiah • Not F1'Id Zom Hmzicm-&/Ocea1 Line . No Bid3h - 80.00 ft, B�d3 Wim . 40`00 ft Mean �� g • 22.27 ft, nph . 75 Dead Load . 21.0 psf - - ------LCAD # rMICi1ICAM ---------------- Dir L.Plf L.L c R.Plf R.I= TC Vert 82.00 0- 0- 0 82.00 11- 1-12 .73 BC Vat 837.00 0- 0- 0 837.00 9- 0- 0 .00 BC Vert 20.00 9- 0- 0 20.00 11- 1-12 .00 lbs XI= u4em art 2075.0 10- 0- 0 .59 pFOFESS, C, 3.2-1 5-6-5 SH P J N m C04$ 2 rn rn X11 13102 7} NIL FCFCALIFO�NsP = 0-0 - 11-1-12 557-12 6 7 8 STUB T 4'7"- t1n0-� 3-9-2 2-9-0 � 2-9-0 ruswal Systems Plates are 20 ga. unless-70by ;VER 3 SUPPORTS Ci;gr rcledPlatesandXfal.. F? ga..i;�posi.tioned per Joint Report. YYA,KJV11VU Read all notes on this skeet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacrttrer and done TBF. 34.0 WT: 61 # I in accord:ntce with the current versions of TPI and APPA design standards. No responsibility is assumed for dimensiol al accuracy. Dimensions are to be C!hk B L U SQA R MFG v`I ified by the component mmmL curer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dsgnr I #LC . 12 n iced by Iherexceed (lie roof or flooreshea hingeosed by [lie and die bout machotilding code rd is Lnemllytd [lie braced Iby aLrig d sheathing material directly allached,t unless otherwise notedly ® LLC TC Live 30.00 pef Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed id any environment that TC Dead 11.00 pef TR I'SWA1 SYcIT&.1 will cause the moisture content of the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, hands, install and brace this mess in ».I.S Northpark, I)r.. Con. x111;,1.4-1. CO 80907 accordance with the following staall6rds: 'JOINT DETAILS', by Tntswel, 'ANSI/TPI 1', 'WTCA I'- Wood Tnlss Council of America Standard Design BC Live .00 pef Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' (HID -91) and 'HID -91 BC Dead 10.00 pef SUMMARY SHEET' by TPI. The Taus Plate Institute TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 5.1719. The American Forest and o Tp5 . 0 Vera ion T6 .2 . 6 Paper Association (AFPA) is located at 1111 Nhh Street, MV. Ste 800, Washington, DC 20036. TOTAL 51.00 pef 8/21/2001 Scale: 511611 . 11 WO: CJOBN Customer Name: eia DarFacs L•1.15 p.1.15 Rep ter Bind 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: W360 TC: W480 Job Name: c'odn Bim X -LCC P,EACT SIZE REQ'D 1 0- 1-12 468 3.50" 1.50" 2 3-10- 4 147 3.50" '1.50" 3 3-10- 4 57 3.50" 1.50" TC FCI710E A;c'L RM CSI 1-2 . -63 .00 .19 .19 2-0 -5 .00 .00 .00 BC FCRCE AXU IIID CSI 3-4 57 .00 .32 .12 4-0 0 .00 .00 .00 MAX EEFLE)MCN (--pan) ' L/999 IN MEM 3-4 (LIVE) LF -.01" D= -.0111 T-- :.02'- .02"===== =====Joint Locatiarns == 1 0- 0- 0 3 0- 0- 0 2 4-0-0 4 4-0-0 BSS• R *IFG LLC Tk USR'AL SYS.UENIS 4445 Northpark Dr.. Coh• Springs. Co 30907 Tp5.0 Version T6.2.6 TC 2x4 DFL #1 & Btr. BC 2x4 EFL #1 & Btr. PLAM VALLEP PER ICED RSIFEE= #1607 Irxaticn of interior bearirxjs shadd be clearly marked on each truss... Sum for PLNIII � CN C� LLM2 RR MISS' 2-4-3 D-4-3 Truss ID: M1 Qty: 8 Platirxj spec • AMI/'IPI - 1995 THIS EI SIM IS M -E 03scs IE RIS[= OF ]AMPLE IIAD GASES. EEARIM ISIS sho n are based acy rn the truss I ateet-ial at each bearirV. heeiinn pl before esecty shoruu zs. g this truss. 4-0-0 i 4-0-0 1 2 6.0 0 4-0-0 1.3 3-3-15 S I IP Drwg: COO l 233026 UPLIFT R9kCI7CN(S) -23 lb MUB is desig-ad usiM the UBC -97 Code. Bldg Errlosed - Yes Thhss Location a Not FS'td Tare H.micane/Ccleai Line . No E egcay roofBlclg h� 8 - 21.01 ft, nidrh • ]0.00 R LW roof �, Dead Lo75 21.0 pef 3 4 4-0-0 Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga. 40 0 I OVER 3 SUPPORTS "H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per.Joint Report. Cirbla cled tes and false frame nlmhuc .--- �QPROFESS/p,,V M F CO) 9 �t m —J No. C 45 82 :0 \ Exp.jj 2/31 vrH1e1V11VU Rend all notes on this sheet and give a cow of It to the Erecting Contractor. TSF: 8.0 WT: 13 # This design is for an individual building component not miss system. It has been based on specifications provided by the component manufacturer and done Chk: in accord:ince with the current versions of Tilland APPA design standards. No responsibility is assumed for dimeosinonl accuracy. Dimensions are to be uificd b4 the component rraanufae raser and/or or bur d' • •c' I m designer prior rmfah' b fabrication. P The b r' ' 4 ricin d es ner mast :�sce D design meet rn exceed the Ia id•nng imposed by the local building code and the g n.a n that the )ands utilized r this sTC #LC e 9 S paticuL•v application. The design :assumes that she top chord is Laterally bracad by the roof or noor sheathing and the bunom chm•d is Literally braced by a rigid sheathing material directly attached, unless other, lise noted. TC Live 30.00 psf Bracing shown is for Lateral support of components members only to reduce buckling leng(h. This component shall not be placed in any environment that TC Dead 11.00 psf will cause the moisture content of the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this mass un accordance with the following standards: 'JOINT DETAILS', by Tnuw:l, 'ANSI/TPI 1', 'WTCA P - Wood Truss Council of America Standard Design BC Live 00 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and '11la-91 BC Dead 10.00 psf Sl MMARY SHEET' by TPI. The Tars I'Latc instimrct(r1'I) is located as 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and o Paper Association (APPA) is located at 1111 191h Streets \1V, Ste 900, Washington, DC 20036. TOTAL 51.00 psf 8/21/2001 Scalet 1/21r a 1' WO: CJOBN Customer e r N sate t do DurFace L.1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Den Ratio: 14/360 TC: 14/480 Job Name: cjodn 131r. X -LCX' PEACT SIZE RE12'D 1 0- 1-12 380 3.50" 1.50" 2 1- 9-15 89 3.50" 1.50" 3 3-10- 4 36 3.50" 1.50" TC FCRCE AYL EM CSI 1-2 35 .00 .06 .06 2-0 -5 .00 .00 .00 BC FIERCE A;Q, EM CSI 3-4 27 .00 .05 .05 4-0 0 .00 .00 .00 1''tAX DEFLElMCN (=path) : L/999 IN MEM 3-4 (LIVE) IF .00" D= .00" T= -.01" _--__ Joint LCs:zt1Qh5 =_== 1 0-0-0 3 0-0-0 2 4-0-0 4 4-0-0 BLS MFG LLC TR 1 ESWAL SyFrEMS 4JJ5 Northpark Dr.. c„l„ Springs. C:O:m)•x)7 TPS -0 Version T6.2.6 - Truss ID: J42TIC Qty; 2 Drwg: COO 12 24-U, 9C 2x4 DFL #1 & Btr. Platuzl AISI/11PZ 1995 2x9 DFL #1 & Btr. THIS IFSIIN IS 7HE (111POG 'IE FtFS W OF UgT RgMaj(S) lb PLA.1E vAIL&S PER IBJ RESEARCH RERRr #1607. MCLTIPLE ICAD CASES. ` sus: Lcratien of interior bearings should be BEARM SIS swan are based CISY 7hLs in designed usitz3 the clearly marked cn each truss. LBC -97 Code. PLATTI� (if c3� ) fcr rereqq Igor at each baari.t=J. Bldg Et'rlcsed = Yea I) pm VALIJ:.S. be in place bef�e erecting' �� � Truss Lxation = Not Erld 7crle this tntss. Hmicane/� Line : No Ca Bld3 Lar�th 80.00 ft, 9d3 4hdth n 40. o ft Mean sr0000f£ heirgah��t ,,-.,��,,,2.,0�.50 ft, nph - 75 LBC Stated O-" L mr- , Dead Lced - 21.0 pef 4-0-0 1 .• 4-0-0 i 2 �_. 6.00 2-0-0 4-0-0 3 4 0-0 1-4.0 2-3-12 SH P �QQy �.M Essq�c Q- ?y i N . CO 5982 X Ex..p. 12/302 'i" CilVW- �FCr CALI�C� Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.), H"(16 ga.), or "MX"(TWMX 20 ga.), positioned per Joint Report. 4 vvER 3 SUPPORTS Circled nlates and false frame plates are'Positioned as shown above.. WARNING Read all notes on t/tis sheet and give a copy of it to the Erecting Contractor. TBF- 6.7 WT: 10 # This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done; in 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 manufactreran d/or bit iIdbig designer prior to fabrication. The building designer must ascertain that the loads utilized on this Degan #LC - 9 design meet or exceed the Itctding imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Bricing by the roof or floor sheathing and the boron chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted.braced TC Live 30.00 psf 1lt:icinshown is for Lateral suppnn of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead 11.00 pof will cause the moisture content or the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in accordance with the following standards: 'JOINT DGf AILS', by Truswal, 'ANSI/Tpl 1', 'WTCA F - Wood Truss Council or America Standard Design BC Live 00 psf Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLA'T'E CONNECTED WOOD TRICSSES' - (HID -91) and 'Hln-91 BC Dead 10.00 pef SIJMMARY SHEET' by TPI. 'I'he'I'niss Plate Institute (TH) is located at 50 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Paper Association (AFPA) is located at I I 1 119th Street, N\V, Ste 800, Washington, DC 20036. TOTAL 51.00 psf 8/21/2001 Scale: 3/4" - 1' WO: CJOE N Customer Namet da DurFacs L-1.15 P-1.15 Rep Mbr Bad 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Dan Ratio: 14/360 TC: I4/480 '.:.,. J*'1.�/ .•� ••.yq,� .ri •'r• .i •} •. C'�!• ,•'� Mi%.�. iU. fvr,k' :�•� •' 0 • .• ♦. •.• •..rrr. ' o a • owe CD 4 a< Co S 6 o •� W Z �y Qa� 04333 C �` r=-�l4 •r Z3K I N •i r: _° Xc Fk, a l4 1 3! 3 N • aP- •� 0 • _� A Q � or. GOM• < Z', J i i 026 < _— NWFO• � 1 3! 3 N • W i Q •� 0 • t ° A Q 3� GOM• < �a — _— 1 3! 3 N //1 a� Q V Q 3� -v r� j,'PER�+i'IT N.O. 2949-79B PERMIT EXPIRES OWNERPeggy Bumag Bonner CONTR. owner LOCATION (A.P. 66-98-36 ) 50 Arthur Ct., lot 429, PPCC#4, Magalia t ' 4 4 F- ~ I s a d ` 7 Temp. Power�Role Called PG&E Temp. Elec Serv. Ae Call;d PG&E Temp. as Serv. CC Iled PG&E -OB FINALED (Date) (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD Reinf. Steel Final ' IFixtures Bond Beam FI SPRINKLERS Motors Framing ICI -45 --! r BUILDING BUILDING (Cont'd) PLUMPING Setback /d—- �JQ Firewall !Soil Piping Forms Scratch Parapets 1st Floor . Main Bldg. Cooling Restroom Finish 2nd Floor Footings 1 Underground Windows 3rd Floor StemwalI Door Closer Siding To out Slab Elec . Pedestal Roof Sheathing Water Pi in Piers B11 -EH ME INSTALLATION - - - - - - - - - - - - - - Support Roofing Sewer Garage Gas Piping Fdn. Vents Fixtures Footings Stemwa 1 I Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for physically handicaped Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Slab Final �3'O Sanitation Patiob&lk FIREPLACE Final R,strFootings /d -1S'.73;1 .& Footing ELECTR CAL Reinf. Steel Final ' IFixtures Bond Beam FI SPRINKLERS Motors Framing ICI -45 --! r Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Gird. Fault Prot. Scratch Heating ! Service Brown Cooling ; Temp. Pole Finish Ducts 1 Underground Interior Lath Ventilation 1 Permanent Door Closer Final Final MOBILEHOME UTILITI S - - - - - - - - - - - - - - - - - - El, Service Elec . Pedestal Water Piping Sewer Gas Piping B11 -EH ME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE / REMARKS OR/CORRECTIONS 5 71 z- l���cJ� st/ �/i✓ i3O✓ Xy'� p/ !l !R 7' (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Of7ville, California 95965 Tel ephoQ.e: 531-4541 APPLICATION AND PERMIT License No. ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT FILING FEE 1 am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this u permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. Classification _ BUILDING f 1 y SO. FT. OCC. BUILDING VALUATI Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee gAL@10� Owner PERMIT FILING FEE Mailing Address -a44 ' 600V OR LESS 100 AMP OR LESS J Tclephon6e�No. ry 0 17.5 Contractor OVER e 100 AMP OR LESS Mai I i ng Address EA. ADD•L 100 AMP NEW CONST. OR ADDNS. Telephone No. Building Address _ MULTI -OUTLET BRANCH CIRCUITS t1a A/l7_1,1aA_0 601u,e r /%� A. P. No. 6 —2g--:3 / arfing & Planning F Fire Dept. FireZone Use Permit EOA Parking Plans I Parcel eclaration Parcel Ma 60' R/W p Im rovem s p B ans R'ec'd Parcel A val Plans Approval NEW ❑ ADDITION ❑ UTILITIES ❑n OTHER Single Family ❑ Duplex ❑ Mobil Home Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee WORKMEN'S COMPENSATION INSURANCE MECHANICAL PERMIT FILING FEE 1 am aware of the provisions of Section3700 of the California Labor Heating Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this u permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. Classification _ BUILDING f 1 y SO. FT. OCC. BUILDING VALUATI Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee gAL@10� ELECTRICAL PERMIT FILING FEE Main service 600V OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP Main service OVER e 100 AMP OR LESS Main service EA. ADD•L 100 AMP NEW CONST. OR ADDNS. DWELLING OCCUP. 4 ACC. BLOGS. NEWCONSTR. Nn N_RESin. MULTI -OUTLET BRANCH CIRCUITS @ $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 $3.00 5.00 2.50 25.00 1.00 FEE FEE Ex. OCCUptOUTLETS OR FIXTIIRES gAL@10� Ex. Occup. OFUT LETS P(RESID )KEA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. x -jQa_g 9 v If /)CJY!/IZQ Date Signature of Permitee or Agent Receipt No.y�f� White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant Cooling $3.00 t Ventilation Hood 1 1 2.00 Permit Fee $ $ Land Development Fee $ TOTAL PERMIT FEE is 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. DIRECTORfiM PUBLIC WORKS By Date , Zy�7 B (ding permit expires Date S �'`{ —IPO 9. Electrical Adm Is service large enough to provide adequate,amperage-to mobilehome (must equal rating of mobilehome with a minimum of 100 amp) and other facilities on lot,i.e., water pumps, garage, cabana, etc.? Yes,-,- No B L/ Is there proper clearances around'pane+ls? .Yes No .C."�Is power supply cord or feeder assembly properly fused? YesNo D. L Is continuity test satisfactory as per'the following procedure? Yesg No le,_ De -energize electrical wiring system of the mobilehome at the pedestal. 2.' --Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected'. 3.6, -Switch all breakers and switches in the mobilehome to the "on" -position. 4.rjConnect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5.1/,'All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water.line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6.r Upon completion of the above procedure,`the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall -then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10—Is job card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. i MOBILEHOME DATA Manufacturer and/or Namestyle _;9,VQA61Vr_ ' Length, Width /�— Vehicle Serial No. D State Identification No. Additional Information or Comments: MOBILEHOME INSTALLATION INSPECTION CHECK LIST CL Is the mobilehome locatedw' h required separation from lot lines and•buildings and generally conform to plot plan? YesJ� No ®.� Does .the mobilehome have required clearances above ground? (Sec.5085) Yes 4 No �3�- Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) YesV No 6[Z -Is the mobilehome level? (Sec. 5088) Yeo Z No. 5. If more than//��jjs} gle unit, are crossover connections properly installed? (Sec. 5088) Yes_ Nov %'' %. /-Water �/ A.4% Is flexible connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No Ba. -Test - Does water piping withstand working pressure or 50 lbs. air test? YesZ No C. ( --Backflow - If coach i ate of California approved, does station have backflow device and pressure-relie v Yes_ No ®.Wastes and Drains A. FIs connection made with Schedule 40 DWV and have flex connectors at each end? YesV No B.VDoes it have minimum 'k" per foot slope and is it properly supported? Yes)No C. Are any leaks detected in drainage system after running 3 -gallons of water through each fixture -including washing machine standpipe?.Yes No --Z-- D.vIf coach i n tj ate of California approved, does station have required trap and vent? Ye s_iRL 1 Gas Piping and Gas Vents (/ A. Connector - Is mobilehome connected to the gas supply with -an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at least as large as the mobilehome gas line inlet without reductions other than the mobilehome connector. Yes' No //// T- B. Test OK as per following procedure? Yes�Nc ` . 1.4 Open all appliance connector valves. 2. -,-Shut off appliance burner and pilot valves. 3.• Air test with manometer to 10"-14" water column, or test with slope gauge minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4.6/Connect gas meter to mobilehome with connector,turn on gas, test connections with soapy water. C.. Are all appliance vents properly installed?. Yes_C No PEFA- T NO. 6096-78P,E PERMIT EXPIRES +�t1 OWNER df Emily Bonner -�-CONTR. gax-A-Dice Congt Maga7is 66-28-36 LOCATION (A.P. ) 50 Arthur Ct., lot 429, PPCC#4, Magalia p.w 4 T. Temp. Power Pole Called PG&E Temp. Elea Serv. Called PG&E. T fnp. Gas Serv. Called4W*E Ci1� Gly JOB FINALED ��� - 7 (Date) 2� (Signature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECT`1ON•RECORD BUILDING BUILDING (Cont'd) t5etback I Fir all 1 SW I Piping rms I Parap,ts i�t Floor PLUMBING Main Bldg. 67 RestroOn Finish I/ 2nA Floor ootin s WindowsA If 3rd Atoor mwaII Sidina 1 To out SIS Roof Sheath g Water PI Pier _ Roofing Sewer Garage Fdn. Vents Fixtures Footingi Stemwalik I Garage Vents Insulation Water Htr. Heaters Slab Al 11 Carport Footings Prov. for physically handica ed Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation 118 Patio F l EP MACE Final Footings/ Footing- ,LECTRICA,L Masonry Wal• Throat Rou h % Reinf. St4l Final I Fixtures Al SPRINKLE Mo Stucco / `Q,, I Final I % I Suboanef's %, Gird. FAult Prot. a Servlte T mp. Pole lglerlor Lath V tilation Permanent oor Closer inal Vinal MOBILEHOME UTILITIES ---------•-------- Elec. Service A0- —,9 P Elec. Pedestal Water Piping 17.P 45> Sewer Q^ Gas Piping E IME INSTALLATION - - - - - - - - - - - - - - Support 3 _ -? Elec. Continuity Water Piping 11-1'3--79' 129� Drainage ��_ �� _ -7 Gas Piping //— DA TE /— DATE REMARKS OR CORRECTIONS /l - Ss - Z i5 �/�� Y'�!L' S 10')2 !_ Lc c. ��� •. � �s�� sJG�. Ecec?"i-�E✓J e" 2 -fss—alist A& y . S LAA, cep--.�� / C� 7j?,e-o iAJ 6-rs I -,.v, 'flZk- u - o'v M, i-/• - s ? Pol - (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number 224 '• for the following location: Owner Owner's Address -' % +- %��� f i,/' :` �:'s •� Mobilehome Mfg. Ji>.tJr) t0 'fir Model Year 9 - Insignia No. / a Serial No. It is hereby certified for occupancy at the above described location and may be occupied. Director -of Public Works Date By :'i�l.1` �..c.�- THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. 6QHSO K14 - rid 09 OD COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Tel ephonb: 534-4541 APPLICATION AND PERMIT ualVCJ VI t- I,UUIIty UI pU11V LU VIILUI UPVII til" above -m to d property 11 f ection purposes. X Date Signature of Permitee or Agent Receipt No. 1 9 ,3% V I White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRE R OF RJCIBLIC WORKS B permit expires Date BUILDING Owner ,E111117 Bonner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contractorpar-PL-Dise Const. Co. Mailing Address % Bob Powers P.U. # 776 Fireplace Total Valuation hIagalia, Ca. 95954 yha��ly.50 Permit Fee Building Address CC 4 Lot 29 ;,rthur Ct. PlanChecking Fee&/or Penalty Permit Fee Magali a, Ca. 95954 PLUMBING No. @ FEE PERMIT FILING FEE X $3.00 Each Trap 1.50 wig �(@ri�icafion Only Repair drainage or vent piping 1.50 A. P. No. -- — L. T— Zoning &Plan ng Water piping 1.50 14!>, 00 Each gas water heater or vent 1.50 F s W. i ept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Ma 60' R/W Impro ments Each additional outlet .30 Building sewer 5.00 JD,eU � � Bldg. ins Recd Parcel rovol Plan Approval Lawn sprinkler system 2.00 NEW ® ADDITION ❑ UTILITIESK OTHER ❑ Permit Fee $ $ ®t ELECTRICAL No. @ FEE PERMIT FILING FEE X $3.00 ,pp Main service 100 AMP ORV OR SLESS X 5.00 S', Ob Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADO'L 100 AMP 2.50 ,aD 509 So EL MINIMUM FOR MOBILESNEW Main service OVER 600V 100 AMP OR LESS 25.00 f , Main service EA. ADD'L 100 AMP 1.00 CONST. DWELLING OCCUP. 9 OR ADDNS. ( ACC. BLDGS. ) sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3; of the State of California Business & Professions Code under the name style of: Par_-1i—Dise Const. Co. NEW CONSTR LTI-OUTLET NOESID (MUBRANCH CIRCUITS) 12.50ea NEW CONSTR (POWER APPARATUS 8 NON.RESID. SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTURES B L@; FIXED APPLNS. OR Ex. Occup. (OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities X 15.00 ),j,00 License No. 3z 3410 Classification B Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $15 $ , WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ®I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL iNo. @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee,(+ TOTAL PERMIT E FE $ C rJ c'S ualVCJ VI t- I,UUIIty UI pU11V LU VIILUI UPVII til" above -m to d property 11 f ection purposes. X Date Signature of Permitee or Agent Receipt No. 1 9 ,3% V I White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRE R OF RJCIBLIC WORKS B permit expires Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 T el ephofie:' 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X/L!sLl✓ Date Signatur Permitee or Agent Receipt No. l-98,3 7/9 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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 b n paid. DIRECTO 0 U LIC WORKS By Date/L- L -ice_ wilding permit expires Date BUILDING Owner /u/ G SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Contra c J Mailing AddressU"(fi,33 Fireplace Total Valuation T ep e N Permit Fee Building Address — Plan Checking Fee&/or Penalty Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 i- A. P. No. W -� �+ Zoning & Plannin g Water piping 1.50 Each gas water heater or/vent 1.50 Fde< . -6enTTMMn Fire Dept. FireZone Use Pennit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans I Parcel Declaration Parcel Map 60' R/W Improvements • Each additional outlet .30 Building sewer 5.00 B ane ec'd Parce roval Plan royal Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER P Permit Fee $ $ •��� ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 soov OR LESS Main service 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ® Others ❑ Main service EA. ADO'L 100 AMP 2.50 t/ A Q ' Main service 100 AMP soov OR LESS 25.00 100 A Main service EA. ADD'L 100 AMP 1.00 NEW CONST OR ADONS. ACCLBLDGSCCUP. Y) 20sgft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: /� y ` NEW CONSTRE.,.. MULTI-OUTL T NON-RESID BRANCH CIRCUITS) 2.50ea NEW CONST R POWER APPARATUS 8 NON-RESID• SINGLE OUTLET CIR. i Ex. Occuo(OUTLETS OR FIXTIIRES !)U �: ,A EQFIXED APPLNS. OR x. CCU 2.00 p•(OUTLETS (RESID.) EA) Temporary service 10.00 Mobile Home Facilities 15.00 License N0.2&±4y__ Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. IBJ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 P ✓w Land Development Fee $ $ TOTAL PERMIT FEE $z_ ' '� authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X/L!sLl✓ Date Signatur Permitee or Agent Receipt No. l-98,3 7/9 White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant 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 b n paid. DIRECTO 0 U LIC WORKS By Date/L- L -ice_ wilding permit expires Date COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive —" Oroviiiie, California 95965 Telephcnet 534=4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X ZM ! sf Date —�✓ D '-//Sidnoture of Permitee 4r Agent .�� Receipt NoY/ X�/ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. /'MIRECTOR OF PUBLIC WORKS By ®�= Date Building permit expires Date •1I-/3--7�' BUILDING Owner 4 L /ESd/•G SO. FT. OCC. BUILDING VALUATI Mailing Address Telephone No. Contractor Mailing Address �b Fireplace Total Valuation Telephone No. Permit Fee Building Address Plan Checking Fee &/orPenalty Permit Fee PLUMBING No.1 @ I FEE PERMIT FILING FEE $3.00 C+ti Each TraD 1.50 Repair drainage or vent piping 1.50 A. P. No. / ,+ (p G `oZ 9 "c3 T) Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fks- 111f6-- Samr1ratrard Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EOA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 B'Mg7FTo._s Rea' Parcel Approval I Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ •CXS ,$ SS of ,;oma 2`10,37-,0,44 -12 ELECTRICAL No. @ FEE /7 PERMIT FILING FEE $3.00 Main service 10S5•�� 0 AMP OR LESS Single Family ❑ Duplex Mobil Home ® Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER s 25.00 100 AMP O OR LESS Main service EA. ADD•L 100 AMP 1.00 NEW CONST.Y) 20sgft OR ADDNS. ACCLBLDGS,LING CCUP' CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name $t le of: y /p�al'��� �� ���1 S Q NEW RESID. BRANCH CIR T NEW.CO I T � BRANCH CIRCUITS 2.50ea NEW CONSTR. /POWER APPARATUS &, NON-RESID. \SINGLE OUTLET CIR. Ex. OccuD(OUTLETS OR FIXTIIRES 5 L� Ex. OCCU FIXED APPLN5. OR p• OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 V Mobile Home Facilities 15.00 License No. Classification °ice Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $ d authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. X ZM ! sf Date —�✓ D '-//Sidnoture of Permitee 4r Agent .�� Receipt NoY/ X�/ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. /'MIRECTOR OF PUBLIC WORKS By ®�= Date Building permit expires Date •1I-/3--7�' DATE: — O PERMIT #: I S Fg-) ASSESSOR PARCEL #: 6 OWNER'S NAME: .FEES (Amount and Purpose): REVISED PLAN CHECK' $ BALANCE OF FEES: ADDITIONAL FEES: REI SPEC1710N FEE: $ SHERIFF FEE: $ \\ CUA FEE: $ \ TUA FEE: $ \ CSA 87 TRAFFIC FEE: $ 2500.00 *' WATER TENDER FEE: $ 200.00 BATTALION # THERM DRAINAGE FEE $ IF BALANCE OF FEES OR ADDITIONAL VALUATION: VALUATION: $ ADDITIONAL VAL: $ (Check One) COUNTY CITY OF BIGGS (Check One) RESIDENTIAL COMMERCIAL RECEIPT NUMBER: 33 A55REVIATIONS A,B, ANCHOR BOLT H,C, HOLLOW CORE A,F,F, ABOVE FINISH FLOOR H B HOSE BIB BLK BLOCK HCAP HANDICAP BM BEAM INSUL INSULATION B.P. BOTTOM PLATE MECH MECHANICAL BIRD BOARD MAX MAXIMUM 5TTM1 BOTTOM MIN MINIMUM CLG CEILING O,C, ON CENTER CLR CLEAR PLY PLYWOOD CONC CONCRETE PR, PAIR CONT CONTINUOUS RW REDWOOD D.F. DOUGLAS FIR RS ROUGH SAWN DP DEEP 5C SOLID CORE (E) EXISTING STL STEEL EX. EXISTING T,P, TOP PLATE E.N. EDGE NAIL T,N. TOE NAIL EWWM ELECTRIC WELDED WIRE MESH T Z B TOP AND BOTTOM ELEC ELECTRIC U,N,O, UNLESS NOTED OTHERWISE FIR FINISH FLOOR W/ WITH FOB FACE OF BEAM WD WOOD FOC FACE OF CONCRETE WH WATER HEATER FOM FACE OF MASONRY W,I, WROUGHT IRON FOP FACE OF POST AT FOS FACE OF STUD F.H. FIRE HYDRANT FIX, FIRE EXTINGUISHER FIG. FINISH GRADE FIN FINISH F,N, FACE NAIL FTG, FOOTING GYP, GYPSUM G,I, GALVINIZED IRON GAL GALLON H.F. HEM FIR GENERAL. NOTES 1) WINDOW AREA TO BE NO LESS THAN 1/10TH OF FLOOR AREA NOT LESS THAN 10 SQUARE FEET NBC 1203.2) 2) SLEEPING ROOMS TO HAVE EMERGENCY EGRESS WINDOW WITH 5.1 SQUARE FEET MIN, OPENABLE AREA; 20" MIN, NET CLEAR OPENING WIDTH: 24" NET CLEAR OPENING HEIGHT: 44" MAX. FINISHED SILL HEIGHT, 3) GLAZING PLACED WITHIN A 24" ARC OF DOORS, WITHIN 60 OF A TUB OR SHOWER DRAIN OR WITHIN 18" OFA WALKING SURFACE AND GREATER THAN S 50, FT, SHALL BE TEMPERED, WIRED OR SAFETY GLASS, 4) MIN, CEILING HEIGHT: HABITABLE ROOMS= 1-6", OTHERS = 1'-0" 5) HABITABLE ROOMS, OTHER THAN KITCHENS, SHALL CONTAIN AT LEAST '10 SQ, FT, OF FLOOR AREA, AT LEAST ONE ROOM HAVE NOT LESS THAN 120 SQ, FT, OF FLOOR AREA. 6) NO HABITABLE ROOM OTHER THAN KITCHENS SHALL BE LESS THAN 10" IN ANY DIMENSION, 1) RESIDENTIAL STAIRWAYS: MAX RISE = 8" MIN, TREAD= 9" MIN, HEADROOM= 64" MIN, WIDTH = 36" 8) PROVIDE APPROVED HANDRAIL FOR ALL STAIRWAYS. PLACE HANDRAIL 34"-38" ABOVE N05E OF TREAD IN THE PLANE OF THE STAIRS. EXCEPTION: STAIRWAYS WITH 3 OR LE65 RISERS. S) PROVIDE APPROVED LANDING AT ALL EXTERIOR DOORS, LANDINGS SHALL BE AS WIDE AS DOOR OPENING AND 36" MIN, OUT FROM DOOR, 10) PROVIDE GUARDRAIL FOR ALL DECKS OR WALKING SURFACE WHEN PLACED 30" OR MORE ABOVE THE FLOOR OR EXTERIOR GRADE, MIN, 36" IN HEIGHT WITH OPENINGS SUCH THAT A 4" SPHERE CANNOT P455 THOUGH, 11) VENT ALL EXHAUST DUCTS TO OUTSIDE WITH BACK DRAFT DAMPERS, DRYERS SHALL BE DUCTED TO OUTSIDE WITH SMOOTH WALL METAL DUCTING, MAX, DRYER DUCT LENGTH IS 14' WITH TWO CHANGES IN DIRECTION, SUBTRACT 2' FOR EACH CHANGE OF DIRECTION THEREAFTER, 12) PROVIDE REQUIRED VENTILATION IN ATTICS AND ALL ENCLOSED RAFTER SPACES, MINIMUM VENT AREA SHALL BE 1 50, FT, PER 150 SQ, FT, OF AREA, UNLESS 50% OF VENTING 15 PLACED HIGH AND 50% PLACED LOW, USE 1 SQ, FT, PER 300 SQ, FT, OF AREA SERVED. PROVIDE CRO55 FLOW VENTILATION TO ALL ATTIC AREAS, $51 CENTERLINE OF / N SEPTIC AND MACH FIELD TO COMPLY / WITH ALL COUNTY AND HEALTH DEPARTMENT C ES AND SPECIFICATIONS / ;yyyy ``'••.,_ 5' SET IBACK I % yyyy ' t,,`e'�,�``'-''�-•�� PROPOSED / RESIDENCE `'"""�." / bt J l / !u CQ�` � < yyyy yyru tip y� to / � A /� � �\ \ \ � / / " • , ~�`q !`yyyy ! 13) ENCLOSED USEABLE SPACE UNDER STAIRWAYS TO HAVE ONE HOUR FIRE -RESISTIVE CONSTRUCTION ON WALLS AND CEILING. FOUNDATION 14) MUDSILL TO BE FOUNDATION GRADE REDWOOD OR PRESSURE TREATED. 15) MUD61LL ANCHORS TO BE NOT LESS THAN 1/2" X 10" ANCHOR BOLTS PLACED (-,' O.C. 4ND MAX, 12" FROM ENDS AND SPLICES, MINIMUM 2 BOLTS PER PIECE. 16) MAINTAIN MIN, 18" CLEARANCE FROM :EARTH TO FLOOR JOISTS, MIN, 12" FROM EARTH TO GIRDERS. 11) FOUNDATION VENTS TO PROVIDE MIN, 1 SQ, FT. NET FOR EACH 150 5Q, FT. OF UNDER IFLOOR AREA, SPACED EQUALLY ALONG THE !LENGTH OF AT LEAST TWO OPPOSITE SIDES AND AS CLOSE TO THE CORNERS AS POSSIBLE, 18) DECKS 30" OR MORE ABOVE FINISHED GRADE REQUIRE A BUILDING PERMIT AND SHALL HAVE POURED IN PLACE FOOTINGS AND COLLIMNS WITH WET POST ANCHORS, FOOTINGS SIHALL BE SIZED FOR REQUIRED SNOW LOAD. 19) PROVIDE UNOBSTRUCTED UNDER FLOOR ACCESS OPENING, MIN, 18" X 24" AND NOT MORE THAN 20' FROM PLUMBING CLEAN OUTS, PROVIDE MEANS TO CONTROL SURFACE WATER AWAY FROM FOUNDATION OPENINGS, 20) PIPES SHALL BE SLEEVED OR WRAPIPED AGAINST CONCRETE ENCASEMENT ANIS PROTECTED FROM FREEZING, 21) STEEL REINFORCING BARS IN THE FOOTING TO BE PLACED NOT CLOSER THAN 3" TO EARTH. 22) REMOVE ALL TREES WITHIN 5' OF FOUNDATION& 23) PLACE MAIN SEWER CLEANOUT WITHIN', 4' OF EXTERIOR WALL AND EXTEND TO GRADE. 34) PROVIDE FOR DRAINAGE OF SURFACE WATER AWAY FROM BUILDING FOUNDATION, MIN. 2% SLOPE OUT MIN, 5' FROM FOUNDATION FINISH GRADE SHALL BE COMPLETED PRIOR, TO FINAL, INSPECTION, FRAMING: 25) PROVIDE BUILDING PAPER BETWEEN STUDS AND EXTERIOR SIDING, 26) EXTERIOR WALLS AND MAIN CROSS t TUD PARTION5 SHALL BE LATERALLY BRACED AT CORNERS AND EVERY 25'. ARTHUR COURT SITE PLAN Scale 1" a 20'- 0" FA - OWNER'S NAME JOHNSON CONSTRUCTION PROPERTY ADDRESS ASSESSOR'S PARCEL PROPERTY DESCRIPTION ASSESORS MAP BK.: PARCEL: DRAWING INDEX SHT, CONTENTS Cl COVER SHEET / SITE PLAN Al FLOOR PLAN A2 EXTERIOR ELEVATIONS SIA NOT USED 8113 FOUNDATION PLAN - RAISED FLOOR 82 SHEAR WALL PLAN S3 NOT USED S4 ROOF PLAN / SECTIONS / DETAILS El ELECTRICAL PLAN APPLICABLE BUILDING CODES: REVISIONS 1 8 z Uj LU i-- f - N Z Ua LU to Z LU LU 0 U LOCAL BUILDING CODE OF BUTTE COUNTY UNIFORM BUILDING CODE 1991 EDITION UNIFORM PLUMBING CODE 1991 EDITION UNIFORM MECHANICAL CODE MS 1 EDITION NATIONAL ELECTRICAL CODE 1996 EDITION STATE OF CALIFORNIA ENERGY CODE, TITLE 24, CURRENT EDITION • STATE OF CALIFORNIA ACCESSIBILITY STANDARDS, CURRENT EDITION • AS APPLICABLE. ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES. DIMENSIONS `TAKE PRECIDENCE OVER SCALED DRAWINGS, ALL DIMENSIONS 814OWN ARE MARKED FACE OF CONCRETE (F,O.C,) FACE OF STUD (F.O,S,), FACE OF POST (F.O,P,), FACE OF BEAM (F,O,B,), OR FACE OF MASONRY (F.O.M.) U.N.O., Z THE PERMITED SOIL BEARING VALUE OF 1,500 P.S.F. A5 ESTABLISHED BY BUTTE COUNTY HAS BEEN USED. V , MECHANICAL/PLL{MBING 21) RETURN WALLS ADJACENT TO GARAGE DOOR (OR 40) KITCHEN SHALL BE SERVED BY AT LEAST TWO z SIMILAR OPENINGS) SHALL BE 24" WIDE MIN, 38) APPLIANCES DESIGNED TO BE IN 4 FIXED Uj SQUARE FOOTAGE tri WITH 1/2" PLYWOOD SHEATHING ON INSIDE AND POSITION SHALL BE SECURELY FASTENED IN A PLACE, LAUNDRY ROOM BY ONE 20 AMP. CIRCUIT, OUTSIDE, NAILED AT 4" O.G. EDGES AND 6" O.C, 39) HEAT PRODUCING APPLIANCES SHALL HAVE REQUIRED CIRCUITS SHALL HAVE NO OTHER Z IN THE FIELD. REQUIRES 3 FULL LENGTH STUDS CLEARANCES TO COMBUSTIBLES ACCORDING TO OUTLETS. 01 Ul O AND HEADER TO BE EXTENDED INTO WALL, (SEE M• 49) PROVIDE KITCHEN RECEPTACLE AT EACH GROUND FLOOR CONDITIONED - HOUSE 1696 SQ FT U LU ao U.M.C. ALL WOOD BURNING HEATERS AND COUNTER SPACE 12 OR WIDER. RECEPTACLES 01 �Z (30 w�00 � UC() � CV LU z Uj LU i-- f - N Z Ua LU to Z LU LU 0 U LOCAL BUILDING CODE OF BUTTE COUNTY UNIFORM BUILDING CODE 1991 EDITION UNIFORM PLUMBING CODE 1991 EDITION UNIFORM MECHANICAL CODE MS 1 EDITION NATIONAL ELECTRICAL CODE 1996 EDITION STATE OF CALIFORNIA ENERGY CODE, TITLE 24, CURRENT EDITION • STATE OF CALIFORNIA ACCESSIBILITY STANDARDS, CURRENT EDITION • AS APPLICABLE. ALL OTHER APPLICABLE STATE, COUNTY AND LOCAL CODES. DIMENSIONS `TAKE PRECIDENCE OVER SCALED DRAWINGS, ALL DIMENSIONS 814OWN ARE MARKED FACE OF CONCRETE (F,O.C,) FACE OF STUD (F.O,S,), FACE OF POST (F.O,P,), FACE OF BEAM (F,O,B,), OR FACE OF MASONRY (F.O.M.) U.N.O., Z THE PERMITED SOIL BEARING VALUE OF 1,500 P.S.F. A5 ESTABLISHED BY BUTTE COUNTY HAS BEEN USED. V , MECHANICAL/PLL{MBING 21) RETURN WALLS ADJACENT TO GARAGE DOOR (OR 40) KITCHEN SHALL BE SERVED BY AT LEAST TWO SIMILAR OPENINGS) SHALL BE 24" WIDE MIN, 38) APPLIANCES DESIGNED TO BE IN 4 FIXED 20 AMP, SMALL APPLIANCE BRANCH CIRCUITS:� SQUARE FOOTAGE tri WITH 1/2" PLYWOOD SHEATHING ON INSIDE AND POSITION SHALL BE SECURELY FASTENED IN A PLACE, LAUNDRY ROOM BY ONE 20 AMP. CIRCUIT, OUTSIDE, NAILED AT 4" O.G. EDGES AND 6" O.C, 39) HEAT PRODUCING APPLIANCES SHALL HAVE REQUIRED CIRCUITS SHALL HAVE NO OTHER Z IN THE FIELD. REQUIRES 3 FULL LENGTH STUDS CLEARANCES TO COMBUSTIBLES ACCORDING TO OUTLETS. O AND HEADER TO BE EXTENDED INTO WALL, (SEE MANUFACTURERS INSTALLATION INSTRUCTIONS OR 49) PROVIDE KITCHEN RECEPTACLE AT EACH GROUND FLOOR CONDITIONED - HOUSE 1696 SQ FT U APPROVED WALL DETAIL) U.M.C. ALL WOOD BURNING HEATERS AND COUNTER SPACE 12 OR WIDER. RECEPTACLES TOTAL CONDITIONED AREA 1696 SQ FT 28) FOUNDATION CRIPPLE WALLS WITH STUDS SHORTER THAN 14" SHALL BE SOLID BLOCKED OR PLYWOOD SHEATHED ON ONE SIDE. 29) FLOOR JOIST SHALL BE DOUBLED WHEN UNDER AND PARALLEL TO BEARING WALLS, 30) ALL FRAMING CLIPS, ANCHORS, TIES, STRAPS AND CONNECTORS SHALL BE I.C,B4O, APPROVED, NO MODIFICATIONS OF PROPRIETARY FASTNERS ARE PERMITTED WITHOUT APPROVAL FROM . MANUFACTURER, 31) PROVIDE APPROVED FIRE STOPPING AT FLOOR AND CEILING LEVELS, DROPPED CEILINGS, SHOWERS, TUBS, SOFFITS AND ANY OTHER CONCEALED DRAFT OPENINGS OR FURRED SPACE. 32) PROVIDE MIN, 22" X 30" CLEAR HEADROOM AT ACCESS LOCATIONS AND PROVIDE MEANS TO PROTECT WIRING WITHIN 6' OF ATTIC ACCESS, 33) PROVIDE APPROVED SNOW SPLITTER FOR METAL ROOFS AT VENTS AND CHIMNEYS, 34) PROVIDE MIN 46" BETWEEN TOP PLATE SPLICES, GARAGE 35) PROVIDE ONE HOUR FIRE RESISTIVE CONSTRUCTION BETWEEN DWELLING AND GARAGE WHEN GARAGE IS CLOSER THAN (o FEET TO DWELLING, ONE HOUR FIRE RESISTIVE CONSTRUCTION IS ALSO REQUIRED ON ALL MEMBERS WHICH SUPPORT A DWELLING OR A REQUIRED FIRE ASSEMBLY, DOORS BETWEEN GARAGE AND DWELLING TO BE 1 3/8" SOLID CORE OR APPROVED 20 MIN. RATED. DOORS SHALL BE TIGHT FITTING AND SELF CLOSING, ATTIC ACCESS DOORS AND OTHER HORIZONTAL OPENINGS SHALL BE APPROVED ONE HOUR RATED. 36) ALL PENETRATIONS OF GARAGE FIREWALL SHALL BE ONE-HOUR RATED, METAL PIPE, OR MIN, 26 GA, SHEET METAL, 31) ALL DEVICES EMITTING A SPARK, GLOW OR FLAME SHALL BE PLACED MIN, 18" ABOVE THE FLOOR WHEN INSTALLED IN A GARAGE AND SHALL BE PROTECTED FROM MECHANICAL DAMAGE, WOOD STOVES SHALL BE E,P.A, APPROVED, 40) PROVIDE COMBUSTION AIR OPENINGS FOR ALL GAS APPLIANCES, MIN, TOTAL OF 200 SQ, INCHES WITH HALF (100 60. IN.) PLATED WITHIN 12" OF THE CEILING AND HALF PLACED WITHIN 12" of FLOOR, PROVIDE MIN OF 1 6a, INCH PER 1000 B.T,U,'S OF COMBINED OUTPUT IF OVER MIN, SIZE FOR COMBUSTION AIR OPENINGS, 41) PROVIDE MIN. 30" OF WORKING SPACE IN FRONT OF APPLIANCE FIREBOX, INSTALL PER MANUFACTURERS INSTALLATION INSTRUCTIONS AND LEAVE INSTRUCTIONS WITH APPLIANCE, 42) WATER HEATER TO BE FITTED WITH A PRESSURE AND TEMPERATURE RELIEF VALVE PIPED TO THE OUTSIDE OF THE STRUCTURE AND SLOPED TO DRAIN MIN, 1/4" PER FOOT. PIPE SHALL TERMINATE MIN, 6" TO MAX, 24" ABOVE THE GROUND POINTING DOWN, NO REDUCTION IN SIZE ALLOWED, NO FLEX CONNECTORS ALLOWED. 43) PROVIDE AIR GAP FOR DISHWASHER WITH FLOOD LEVEL AT OR ABOVE SINK OR DRAIN BOARD, 44) . ALL POTABLE WATER OUTLETS WITH HOSE ATTACHMENTS OTHER THAN WATER HEATERS OR CLOTHES WASHERS, SHALL HAVE BACK FLOW PREVENTER, ELECTRICAL: 45) PROVIDE HARD WIRED, WITH BATTERY BACKUP SMOKE DETECTORS WHERE SHOWN ON PLANS, DETECTORS SHALL SOUND AN ALARM IN ALL SLEEPING AREAS, ACCESS TO BLEEPING AREAS AND ON EACH FLOOR LEVEL 46) PROVIDE CONCRETE ENCASED GROUNDING ELECTRODE TO CONSIST OF EITHER 1) 20 FT, OF MIN 1/2" RE -BAR, OR 2) 20 FT. OF 04 COPPER CONDUCTOR. LOCATE ELECTRODE NEAR BUT NOT ON THE BOTTOM OF THE FOOTING, PROVIDE 04 COPPER CONDUCTOR CONTINUOUS TD PANEL FOR 200 AMP OR SMALLER SERVICES, 41) ALL 110 V, 15 AND 20 AMP. RECEPTACLES LOCATED IN GARAGES, BATHROOMS, AND WITHIN 6' OF KITCHEN SINK OR OUTSIDE AND ACCESSIBLE WITHIN 6'6" OF GRADE SHALL HAVE G,F.C,I, PROTECTION. ABOVE COUNTER TO BE INSTALLED SO THERE IS NO SPACE GREATER THAN 48" BETWEEN RECEPTACLES, RECEPTACLES SHALL BE PLACED WITHIN 24" OF WALL OR CHANGE IN COUNTER, IE: OVEN, SINK, ETC, 50) ALL METAL PIPING SYSTEMS SHALL BE EFFECTIVELY BONDED TO THE ELECTRICAL GROUNDING SYSTEM WITH CONDUCTOR NOT SMALLER THAN GROUNDING ELECTRODE CONDUCTOR. 51) LIGHTS IN CLOTHES CLOSETS GENERALLY REQUIRE MIN. 12" CLEARANCE TO STORAGE AREA MEASURED HORIZONTALLY, UNOBSTRUCTED TO THE FLOOR. MINIMUM 24" FROM WALLS OR SHELF WIDTH - 12", WHICHEVER IS GREATER, 52) 15 AND 20 ANP, BRANCH CIRCUITS SHALL HAVE NOT MORE THAN 15 OUTLETS. MISCELLANEOUS: 53) PROVIDE ICE DAM FLASHING MIN 30" ABOVE WALL LINE AT EAVES AND MIN, 30" EACH SIDE OF VALLEYS FOR COMPOSITION SHINGLE ROOFS, ( ABOVE 3000 FEET ELEV, ) 54) ALL METAL ROOFS REQUIRE NON -GLARE SURFACE. 55) PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM FOUNDATION PRIOR TO FINAL INSPECTION. PROVIDE MIN, 2% SLOPE OUT AT LEAST 5' FROM FOUNDATION. 56) ANY CHANGE FROM THE APPROVED PLANS SHALL BE APPROVED PRIOR TO CONSTRUCTION, 51) CONFIRM SITE CONDITIONS PRIOR TO CONSTRUCTION. SLOPES AND SOIL CONDITIONS SHALL BE ADDRESSED ON APPROVED PLANS. 58) ALL FOOTINGS SHALL BE PLACED MIN, 12" INTO NATIVE UND15TURED SOIL Z GARAGE 486 80 FT o FRONT COVERED PORCH 40 SQ FT REAR COVERED PORCH 112 80 FT z . t • O 7 Environmental Health J U Ed 2 7 2011 Chico, California APPROVED Butte County DATE: 5/2001 Environmental Health SCALE: VARIES DRAWN: MR Date JOB: �- �'�r� SHEET C I OF SHEETS mi