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072-030-003
�F 4 r��F � , � t SI �k�s,. F t� ',. + i"` ti #,�T ; iiF`�i-! �•3y F., '3f;1�' Et' � s ` !.� :}. q tliis�r ;�I �.,. t t c F • i '�.,,, F • - � *' z "..j3 } tdn q }�, r Ffi .�, F 7 i. op 07 0-003 00-2183 „�,[-IIRLEY WOOD>ZS I O QUFNCYHW OV]I,k. CONTR: BERGER CONST. a} SINGLE FAM. 3/BR �0 072-030-003 99-171 AG SHERWOOD, SHIRLEY ORD QUINCY HWY., OROVILLE AGRICULTURAL EXEMPT PERMIT Tj I -- LAND DEVELOPMENT SHEE-f ENCLOSED Il N NOTES = RESIDENTIAL PERMIT NO.00-2183 072-03-6-003 JsHIRLEYSHERWOOD ORO QU ' rNCY HWY OROVILLF CONTR: BERGER CONST. SINGLE FAM. 3/BR SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS tr —VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY i Qw GAS Meter Bv-ldlk Dater ECE177PC Met 49rRg er, ELECTRIC Meter By Date JOB FINALED (Date) ZJ D I v Signature 60am�_.Aov I / ✓ = OK Card B-1 Date Card B-1 0 = Not OK Card B-1 Date Card B-1 - = Not AppliCable MOBILE HOMES = Not Ready. Zoning Requirements -Setbacks -Easements Date ' MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch - 5. 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Discohnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector ' 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 - Date Card B-1 Date Card B-1 Date Card B-1 1 MISCELLANEOUS ( Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements i 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing r 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 -GF] 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- Enclosure s-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 f = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date nderflt)or (Plans) OK except #'s U ing-Setbacks-Easements-Flood-Slope Ft Main; Soils-Elec. Grnd.- Ftg. Depth Date u (SD 3 tg., Garage; Soils-Steel-Elec Gr d.- g. ep AW_ Date 4. Ft orches & Decks; Soils -Steel-/ r Ftg. Depth Date r5Xtemwalls, Main; Steel-Blockouts-Wrapped 17. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Infiltration- alts -Windows old Downs and Special Anchors 7. Slab, Steel -Wrapped 2A,4oyer 21 8. Pins-PGeplace Ftp. -Steel Q,9!D.W.V I -Fitting -Test -2 Way C/0 -Sewer Test F, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test ateyPipe; Test -Anchors -Regulator -Service Test 12. DX-Flelums & Ducts; Clearance -Material -Support -Ins. `T4. Gir rs-Sills-Anchor Bolts-Joists-Vents-Crippies 45"Access & Ventilation 16. Insulation Date u (SD Card B-1 hJ2 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. W Htr.; Vent -Access -Combustion Air Baffle Infiltration- alts -Windows Wat r Pipe; Test & Anchor -Nail Protection W V.; Test Fittings & Anchor -Nail Protection 2A,4oyer 21 an; Test, First Floor -Tub Access est Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors INAL (Plans) OK except #'s MECHANICAL (Permit) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection Drain & Overflow, Size & Grade Elec. Receptacles Spacing -Lights & Switches at Doors 38. Size Boxes & No. of Conductors Stapled Stair ails . Ro x Installed Close to Edge of Studs & C.J. P�EqWp. . Ground made up w/Mech Fasteners -Bond Gas &. Water ec utlets at Wood Panel, Int. & Ext. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. S ed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At _ e . Outlets & Receptacles at Kit. Counter Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 41. W IIs Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 4 angers -Post Caps -Anchors -Connectors 4�g. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 11"48._f.4eplace Ties or Type A Flue -Fireplace Throat Clearance 9. Attic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . drr ifidows or Exiting Doors -Sill Ht. & Dimensions j5�`Garagq_Eiw Protection Framing arty Line Firewall & Openings Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 31. rvice-Riser Conductors & Ground Main Disconnect on Roof Overhang -Attic Vents -Rafter Outriggers 2. Equip. Clearances Panels-Motors-Mech. Equip. 5 58. 33. es Closet Light -Shower Light -Spa Light Shear Walls; Nailing -Bolts 4. Smoke Detector Insulati dings 62. Infiltration- alts -Windows Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s MECHANICAL (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 35. A.C. Ducts Insulation & Support 46,"Vent Fan, Exhaust above insulation room Exiting 37,-'f'ondensate Drain & Overflow, Size & Grade 38. rnace-Vent Access -Comb. Air -Return Air Vent 115 outlet Stair ails 9. Attic Access & Platform if Furnace in Attic ec utlets at Wood Panel, Int. & Ext. 7 it. F'xt. & Appliance; Ground -Air Gap -Cooking Clearance _ e . Outlets & Receptacles at Kit. Counter Date Garage Fire Door; Swing -Landing -Closure Card B-1 Date Card B-1 Date `( Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 4J�Sits Proper Materials & Anchors 41. W IIs Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44 ire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 4 angers -Post Caps -Anchors -Connectors 4�g. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 11"48._f.4eplace Ties or Type A Flue -Fireplace Throat Clearance 9. Attic ccess; Size & Romex Protection -Draft Stop -Ins. Baffles 5 . drr ifidows or Exiting Doors -Sill Ht. & Dimensions j5�`Garagq_Eiw Protection Framing arty Line Firewall & Openings Ext. Doors -One T -Check Garage 3rd Story, 2 Exits A.tFmwaMAbove Floor-Mech. Protection Plb. Elec. & Mech. Equip. Listed for Location Elec,eceptacles in Garage (F.F.I.)-Romex Protection . nsulation- Foam- Looked in Attic Gu Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under FloW O Yes 82. Follgvting Instld./Drive ^ s J NoMalks s :j No/Planters J Yes -- feT Stu o Brown -Finish A.0 nit Disconnect, Electrical -Plumbing Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings W r Well, Disconnect, Electrical, Plumbing Ex r Elec. Trim, G.F.I. Receptacle -Underground lag'.'—Veglilation Throughout House Glas otection C coons from Previous Inspections Ga st-Meters Tagged, Gas -Electric I Wa pil& Sewer Connected -C/O to Grade -HD Approval _ Ener y Compliance Certificate -Other Certificates ddress Posted Stair Width -Headroom -Rise -Run -Landing -Fire Protection 59'Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding;Nailing Veneer 5 58. tucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels Insulati dings 62. Infiltration- alts -Windows Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Sm Detector Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection room Exiting tOe'G.P-SrBath Fixtures & Tub Access -Spa Ele rim & Subpanel, Breaker Sizes & Labels Stair ails 7 irepl ce or Stove, Clearance -Hearth ec utlets at Wood Panel, Int. & Ext. 7 it. F'xt. & Appliance; Ground -Air Gap -Cooking Clearance _ e . Outlets & Receptacles at Kit. Counter --' Garage Fire Door; Swing -Landing -Closure arage-Damper `( tr. Htr.; Vents -Clearance -Comb. Air Connector- P. R.V. A.tFmwaMAbove Floor-Mech. Protection Plb. Elec. & Mech. Equip. Listed for Location Elec,eceptacles in Garage (F.F.I.)-Romex Protection . nsulation- Foam- Looked in Attic Gu Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under FloW O Yes 82. Follgvting Instld./Drive ^ s J NoMalks s :j No/Planters J Yes -- feT Stu o Brown -Finish A.0 nit Disconnect, Electrical -Plumbing Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings W r Well, Disconnect, Electrical, Plumbing Ex r Elec. Trim, G.F.I. Receptacle -Underground lag'.'—Veglilation Throughout House Glas otection C coons from Previous Inspections Ga st-Meters Tagged, Gas -Electric I Wa pil& Sewer Connected -C/O to Grade -HD Approval _ Ener y Compliance Certificate -Other Certificates ddress Posted Comments at Final: Date 6 Card B-1 Date Card B-1 Date t Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT w ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC: #202026 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 s DATE INSULATION COMPLETED SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER OCF SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS & BLOW MANUFACTURER'S PRODUCT I.O MANUFACTURER OCF SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER OCF REMARKS SIC -303 BUILDER COPY BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SOUAREFOOT INSTALLED THICKNESS ` nn `11 5112— 3W KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUEMANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIALI MANUFACTURER . W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE —INSULATION CONTRACTOR TITLE DATE MANAGER SIGNATURE -GENERAL CONTRACTOR TITLE I DATE REMARKS SIC -303 BUILDER COPY (Rev. 12/96) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541®_ f/T NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 072-030-003 ZONING MR BUILDING PERMIT OWNER SHIRLEY SIIERWOOD 916-786-7586 TELEPHONE SO, Fr, OCC. BUILDING VALUATION .99,468.00 OWNERS MAILING ADDRESS 202 YORK COURT ROSEVILLE 95661 704 U12,672.00 cDM�BERGER CONSTRUCTION T589-4205 24 C 312.00 CONTRACTORS MAILING ADDRESS P.O. Box 5304 OROVILLE CA CONSTRUCTION LENDER ilMAILINGINBANK Fireplace A 1,500.00 LENDERSAD ADDRESS Total Valuation $ 13 , 952.00 ARCHITECT OR ENGINEER MICHAEL LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 688.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 447.50 BUILDING ADDRESST ORO_ UINCY THWY ORO Energy Plan Checking Fee $ 23.00 $ bJaa PERMIT FEE $ 1179.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE -/ SF 121 Duplex ❑ Mobitehome ❑ Other SPECIFY Each Trap 9 1 7.00 63.00 Solar or heat um water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00.15.00 15.00 TYPE OF WORK New e Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SINGLE FAM. 3/13R Gas piping system 1- 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service A OR LESS 23.00 23,00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is-in&l force and effect. License Class LIC. NO. 397 OWNER -BUILDER DECLARATION a 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLING OCCUP. 3.5QF0 OR ( & ACC.BMS. cONS. NEWUTLET NON•RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OUTLET OR FIXTURES 20 Q 1.00 Ex. Occup.BAL @ .50 Ex. Occup. OUT>ED A pE81p,0EA, 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 Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 65.50 Policy Number (T a above sections need not be completed if the permit -is -work a valuation f one hundred dollars ($100) or less.) )2111, 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 theX workers' compensation p visions of section 3700 of the Labor Code, I shall forthwith comply with th provisions. l X Date U_ I re of Applican - ❑ wner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction&4WA of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46. 00 o C CONST. Tr TPTAL FEE $ 1565 HAZ. D. FEWIMP FLOOD X cDF PAyEL HD Issu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. p) ! D By Date V 0 PERMIT EXPIRES ON U 0 d e Receipt No.9MM 302358127 7 S,)/7307692/$1038 11 WHITE-D.D.S.-B.D. CANA -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT (Rev. 12/96) ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. APPLICATION AND PERMIT® -1 ASSESSOR PARCEL NUMBER - _p 0—pp ZONING BUILDINGPERMIT OWNER s t. IE10191("-m-75 TELEPHONE SO. FT. O C. BUILDING VALU T O OWNERS MAUNG ADDRESS ��JJ�'�,. Q -!W �l �I '��Li [ O :7;9, CONTRAC11 NAME^ TELEPHONE CONTRACTORS ADDRESS 9-4) 6 CA CO TRUCTION LENDER '0 Fireplace O LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE N0. Fee 20.00 Per Permit Fee $ ARCWECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ b PERMIT FEE $ LAT NO. SUBDI'VISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 0.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFYEach Each Trap ' 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 gas water heater or vent 15.00 f TYPE OF WORK NewX/Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:5/47 -� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 I It '6101 PERMIT FEE _ ELECTRICAL PERMIT Filing Feel 20.00 Main Service z�ow oa mss 23.00 3 , / / 7' C 0 1.1 —C �/ . �_� D v J) (//� l 6 RECEIPT # O SRA $� SHERRIF $ TOTAL Receipt No. WHITE-O.D.S.-B.O. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. 3.5¢so. OR ADONS. 8 ACC. BLOS. FT. NEW CONS MULTI -O UTLET NON RESIO. 97.50 POWER APPARATUS 8 SWGLE OUTLET CIR. OUTLET OR FOCTURES 20 O "00 Ex. Occup. BALI @ .50 Ex. Occup. ouTLETs ' oeA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 r Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE, TOTAL FEE $ HAZ. I D. FEES r 14 IV 1 FLOOD I I CDF AR PO HO ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON I 1 08 "��.�r"4'�'-`�`i%.^�7r^"'�'µ,. C_,}r-.'1""'-`'4`T4Lw"y�./�,;,,•jt �yd..,�:�}n`�.i"`+.�r.-r»l•-r-+r..*v'.ryr..r'Bei'•_rr•w�i.-�;yvhj�w"p'�+f'a�.-.a•.-�`Y+-..4�r_.. rr :r.r...-veys•.-..--tip-�� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: .9 r W QC9 O -n ASSESSOR PARCEL ER: --�t� Proposed Building Use: <, Building Inspector. At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted----------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- Engineered 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!--------- J.6—Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ C1 8. ----------------------------------------------. ❑8. Hazardous Material Form. 09. Manufactured Home data and installation instructions including Tie Down Specifications.------------------ ral�2_Celifbrnia es of -`-��--------------------------------------------------------------- pact fees as shown on the attached •schedule. ------------- ---------------------------------------------- Department of Forestry plan approval/fees.,�-----'�4--- �= 1_ (j!�___l_------ ❑ 3.Flood elevation certificate. ------------------------------------- -------------------------------------------------- +_" Sanitation and plot plan approv Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs.---------------------------------------------- 1117. --------------------------------------------- ❑17. Planning approval for (A) Use: (B) Parking: ❑ 1 : Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. G' Encroachment Permit for driveway (construction approval prior to occupancy). E120. Pre -inspection 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. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- ter of signature authorization. ------------------------------ ecorded copy of Agricultural Acknowledgment Statement. 26. Letter of intent on building use. -------------------------------- ❑27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. ❑29 ❑433 A, ❑Grant Deed, ❑ M.H. Title, 11 Check to H.C.D $ Other: When you issue qennit, rocess as follows 11Mail to owner, ❑Mail t ntractor. bT'elephone ^' and hold for pickup at D office. ❑ Deli ! 7JyZvcT: 10dPlItEW /9/17(14,o pr,�. 7 (Date) Applicant: ��%� Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Departmen a'G olluti Datp: By: Copy of plans sent ❑ Health Department, 11Fire Departments ❑ Oth '. k Date: By: 1. Index permit application for the above items numbered:�� O 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 sed of the above data,b,,,}}(( ❑ phone, ❑ mail, ElBuilding Division anter, by Date: Plans reviewed by: Date: UU Plans approved by: Date: - t Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Voll ,.v !'i...,. . rTI,... 1--.-.., 0--.: --- n _,� — - Y V TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance a E.H. E ONLY Plot PlanAI?4h-- Floor Plan Attach�d Stant to S.D. S..b S - Ow er Locati n AP# Plan Approved for: Sewage Disposa� 1 Water Sup ly: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 1-4 tz�&, I Ly Environmental Health Specialist 8/96 Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 d SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ........� . $ - -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ........ $ ..SCHOOL DISTRICT FEES��L E - 1� (paid at District Office) W/ 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x . = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 4$6. 9.00 RMALITO DRAINAGE DISTRICT FEES 1 .00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # C�� -0.3 O 00 DATE RECEIPT # DATE REC Ug�';2- D i/0z At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checkin"rocess. APPLICANT DATE 9-// -e2-4 v v Pursuant to 06 L raiment Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLEiCA 9596�TELEPHONE (916) 538-7541 J4kSCHEDULE OF FEES DUE PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ -- Additional Fees Due ........... -- Additional Fees Due ........... -- Revised Plan Checking Fee ....... A.P. # 67,9 -03 D ---00 '"�6 DATE F—H '*- d a RECEIPT # DATE REC a�� Li r0 4D SCHOOL DISTRICT FEES ( E L- (pai at Dtstrtct Office) (O �n �� t V (P 63. SHERIFF FEES (paid at Building Division) Q v'� Residential ........ x$360.00=$ �. y, �. ' �U i' �� (pb"?� 1 Units I' / Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ • Sq.Ft. Amt. 4 5. RECREATION DISTRICT FEES (paid at District Office) 6. RMALITO DRAINAGE DISTRICT FEES �S� .00 (paid at Building Division) 7, AFIRE INSPECTION AND PLAN CHECK $890 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At -time of.permit appl`catiPn„I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may changed during the plan checkinn;;process. APPLICANT DATE Pursuant to overnment Code Section 66020, you are hereby notified that 1tems'2,3,4,5,6,8;9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy; Applicant 3rd Copy - Owner (Rev. 2/97) .e;AND WHEN RECORDED MAIL TO: f BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 93965 200-0039657 Recorded Official Records CoB9TE f CANDACEUTJ. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:56AM 16 -Oct -2008 REC FEE 10.00 Kristyy Page 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT `d, 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, sPraymg, Prumng, and harvesting which occasionally gmrate 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: A. alvz? died Cqelu64 1- 'Oh If Date % 07000 PROPERTY OWNERS: IO• yll&4 dooD State of California County of X(,/-)�Z On JDSOIJ bef Mfg ub r ( G personally appeared Y hnawn.to-e (or proved to me on th gig of satisfactory evidence) to be the person(s) whose name(k) is/are subscribed to the within instrument and acknowledged to me that Wshe/tlsey executed the same in his/her/their authorized capacity(ios), and that by his/her/their signature(V on the instrument, the person(t or the entity upon behalf of which the person acted, executed the instrument. WITNESS mv band and official seal -LORINDA M. SPENCER Signatu Seal: V COMM. 81256084 0 NOTARY PUBUGCAUFORMIA BUTTE COUNTY n COMM. EXP. MARCH 10, 2004'A A.P.# ot7 -030-0Q3 tt urger wo. i v i c i u ' EXHIBIT "ONE' A portion of the West half of the Southwest quarter of the Northeast quarter of Section 18, Township 19 North Range 5 East, M. D. B. & M., described as follows: Beginning at a point in the South line of said West half, distance South 890 09' East 78.12 feet from the center quarter corner of said Section 18, said point being also a point in the East line of the Oroville Wyandotte Irrigation District access road; thence along said access -road, East line, North 350 09' East 61.52 feet; thence North 590 35' East, 93.40 feet; thence North 630 07' East 222.93 feet; thence North 120 21' East, 158.41 feet; thence North 320 46' West 116.53 feet; thence North 290 22' West 123.43 feet; thence North 250 49' West 112.02 feet; thence North 360 12' West, 187.16 feet, thence North 430 41' West 206.97 feet to a point in the West line of said West half; thence leaving said road North 0* 03' 27" East, 364.02 feet to the Northwest quarter of said West half; thence South 86 ° 48' East, 661:47 feet to the Northeast comer of said West half; thence - South 0° 02' 38" East 1319.04 feet to the Southeast corner of said West halk thence North 89 ° 09' West 585.63 feet to the point of beginning. EXCEPTING THEREFROM ALL THAT PORTION DESCRIBED IN DEED TO THE STATE OF CALIFORNIA, DATED JULY 17, 1963 AND RECORDED NOVEMBER 12, 1963 IN BOOK 1279 AT PAGE 668, BUTTE COUNTY OFFICIAL RECORDS. Assessor's Parcel No: 072-030-003 2 .., ...� � .l.:Q;?M'�.r"`"t'^�"w' yam✓ a' -. � � ri �"'""+�r"+`Y'7 (`"'cs s'V'.�Y"�r� i'r...,-'.•rA^-.rrv.....i':'T.^'A":wi'�T�"'` � �..-�. •,{�h..f,. .�.^..,. r.• ^.i�`�''a���.(" - � .... .r r ' BP TE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �/ OU 1 I . �5�� Building Department No. A.P.'Number Jurisdiction:City ©County Property Owner Property Location/Address Subdivision Lot No. 0 ` 1'00f Oro u, Il Residential Development I I �I .................................................................................................................: Sq. Footage/ V 2, No of Living Mobile Home Addition *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection); CbrnmerciaU(ndustrial.,._� i .:w = ..,: ..) 0: trF a i fir,.. • r , 4 � , Z ,3# : Sq: Footage Z' • -a '4 New Addition (Including Exterior Roofed Areas) Building Department Representative Date (Floor Prans reviewed by School District Personnel) District Identification No. School District certifies that Ou—t&, 2l (Applicant) wr r 14.1 c._r u=c c,.ii44i (Street Address)(Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No.%9-0(f —OS by payment of $ representing ZJV,�2square feet. AB 2926 $ lFULL MITIGATION $ J / ����� , School Distiict Representative f _ Date Paid by Check # % Z V• Remarks: /i _ 7 C"C/ fY 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.xls (10/98)drimm 02/23/00 WED 10:29 PAR STATE OP CALIFORNW - DEPARTMENT OF TRANSPORTATION ENCROACHMENT PERMIT TR -0120 (REV. 21981 In compliance with (Check one): Z Your aWcatlon of .January 12, 2000 ❑ Utility Notice No. Of ❑ Agreement No. of ❑ Fvw contract No. of Shirley K. Sherwood c!o John Bunch Dozer Service 1079 Lumpkin Road Oroville, CA 95956 ATTN: i PKONE: (530) 5894534 0"UT-162-23.29 KP 37.26 February 23, 2000 $ 280 $ WA Bond Company $ WA $ WA ® 001 PERMITTEE and subject to the following, PERMISSION IS HEREBY GRANTED to: Construct a standard paved private road approach to State Highway 162 approodmateiy 1 -mile north of Melody Lame. The location of the approach shell be as approved In the field by Caltrans representative. Permittee shall contact Stege Inspector Andy Penquin, telephone (590) 342-5667, two working days prior to commencing work, to arrange a pre -job meeting to accordance with General Provisions. The 24-hour notification before restarting work, provided by Provision 6, shall be strictly adhered to. Ali work shall be conducted and completed to the satisfaction of Caltrans' representative listed below. Immediately following completion of the wort( permitted herein, the Permittee shall fin out and mail the Notice of Completion attached to this permit. If existing public or private utllitles conflict with the construction of PROJECT, PERMRTEE will make necessary arangemerrts with owners of such utilities for their protection, relocation or removal. PERMITTEE shall Inspect the protection, relocation or removal of such faa'lities. Total costs of such protection, relocation or removal shag be borne by the PERMITTEE in compliance with the tV= of the Highway Encroachment Permits, Case Taw, Public Utglly Regrilations and Pm party Rights. PERMITTEE shall require any utility company performing relocation work in the STATES right of way to obtain a Std Enerosohment Permit prior to performance of said relocation work Any relocated utilities snail be correctly located and identified on the as-bA plan&. are (Check applWable);- -- --- -- acdral ooft for Yes ❑ No General P►ovisbna ❑ Yes ® No Review Yes ® No Utft Maintenance PfO1L4ions ❑ Yes ® No Inspection LEM Yes No Special Provisions TRAFFIC CONTROL. PVT RD, RS ®Yes ❑ No Field Wok Yes No A Cal•0S permit required prior to beginning work (If any Cams effort �a� Yes ® No The intbmidon In the emMonmenktl d has and Is considered r to appro4 of this permit. This permit is void unless the work Is comps before MARCH 1.2001' -- This permit is to be stria8y construed and no otluer work other than speainoany mentioned is hereby auftrized. No project work shall be commenced until all Wm' _n_ecemry peumb and enwronmerft deararum have been obtained. 2595 Notre Dame 9cu ievard Chico. CA 93928 (530) 342.5687 Cegula M-4959 oa John Qualls. SMr/Slerm Region 4& Riche . Ares. Chief — Office FM 911438 .1 Permits PLAN REVIEW RESP0NSE EOR1V1�-;•,...... plans, please complete the following info In order to expedite the review of ri`and return this form with your .re-submitta]. ; this form is dot cofpiete, as to almcrection items, we will not be able to accep re -submittal for review. 'There must be a vah . response.to every item requested in our plan correction letter. "By others" is not considered a valid response. Please' indicate, you response to each item and.the location where the information can be found on the plahs)caks, ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RMRN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: ; ASSESSORS PARCEL NUMBER _ PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATE PLAN CHECK ITEM #. RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: N,CHECK ITEM #'. PLAN CHECK ITEM # RE COMMENTS: ONSE BY:. LOCATION ON PLANSICALCS: { • NSlCALCS: LOCA September 27, 2000 Shirley Sherwood 202 York Court Roseville, CA 95661 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 072-030-003 Building Permit Number: 00-2183 This office reviewed building plans for the permit application referenced above. The plans 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 recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as f/eview ll of the building plansby the Butte County Building Division engineer has not been d at this time. Any additional comments from the engineer will be addressed in separate ndence. Plan check will continue upon receipt of all of the above items. Additional comments maybe generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -H The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit applicah on the PERMIT APPLICATION DAW SHEET. &/Balance of building permit fees is $1038.11 a—Complete and return the Butte County School Impact Fee Certification form. (Enclosed to contractor.) 0-,-Sherifffeesin the amount of $360.00 pply for your encroachment permit from the Department of Public Works. 5. Provide a recorded copy of your Agricultural Acknowledgment Statement. . ' Sincerely, Martha Whitney Plans Examiner cc: Berger Construction October 3, 2000 Shirley Sherwood 202 York Court Roseville, CA 95661 s • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Re: Building Permit Number: 00-1471 Assessor's Parcel Number: 040-630-008 Dear Mr. Platt: This office has performed the structural review of the above referenced building plans. Please provide additional information and/or make revisions to plans, specifications and calculations as follows: 0 Provide confirmation from the truss manufacturer that all trusses intended to carry �: drag forces have been designed accordingly. me jv'1 '7( Plan check will continue upon receipt of the above items and those items listed in the letter sent to you from Martha Whitney on September 27, 2000. Additional items may be required when plan check is resumed. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Philo Hunt, P.E. Plan Check Engineer cc: Michael Mooney, P.E. UCTURAL DETAIL Conventional constructio - n s ed buildings niform Building C e section 2320.5.4). Standard bracing engineered design ( 'form uilding Code se6tion 2 .11.3). r w ^ Clerestory requiring or engineering. Three story building requiring engineered calculations and plans. cl.. �,., F,.1 ���� � � .� 5. ouadation plan complete enough to construct building.. �J �'fCr[ `-'r :` Floor construction details complete enough to construct buildin d�'i LQ ��C�G1�� ©n �� 7_ Elevations and wall construction details complete enough to c ct bu•� ing. 8: ' f construction details complete enough to construct buil ' g. ��,t� � V �'����� Rafter ties or bearing ridge beam. �0 Fireplace construction details andcalculations if necessary J ter' Garage door header size(s). STI Porch header size(s). Stud heights. V �j ��.D3Y- - Expansive soil —special foundation design required. l Retaining walls requiring design. 4.5� Special Inspection requirements. IN IC Header sizes... % Gypsum wallboard nailing inspection required. 6 MISCELLANEOUS 1TEMS: Stairway details — landings, rise and run, head clearance, drails (Uniform Building Code section 1006): /27 Guardrails (Uniform Building Code section 509). Y,. Brick or stone veneer (Uniform Building Code section 1403). Exterior plaster.- weep screeds (Uniform Building Code section 2506. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type- (fire haze=d). !' F6 'insulation —protection. 36.'-'.h_alls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic"access and ventilation (Uniform Building Code section 1505). V. Combustion air for fuel burning appliances = LPG requirements. Sound requirements. ` 14. Energy design compliance and supporting documentation. Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. .17.5. = Use Permit conditions.: 17.6. Sub-Standard Housing letter. Page 2 of 2 Lk IR-E-4SIDENTUL PLAN REVIEW II Ohl Owner: L'tPN�QO d Building Permit Number: 00 Plans Examiner: Mill A_ P. Number: .0-7Q-030'.- '06 � .. '. • .::. ....".:. :: a :.., J GENERAL: Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work. on the application. Existing violations on the property- Recorded ropertyRecorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yard, easements, Etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).... FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). " /4' Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). �equired room sizes and ceiling heights (Uniform Building Code section 310.6). FCI in baths, garage, kitchen, wet bai, and exterior receptacles (NEC 210). 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). Prohibited locations of gas heating equipment (Uniform Mechanical Code 304.5). 10. Garage firewall separation - required on garage side including supporting walls'and posts (Uniform Building Code section 302.4 exception #3). ` Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). XSmoke detectors (Uniform Building Code section 310.9.1). Water closet clearances (Uniform Plumbing Code 408.5). �. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 0 - APPLICANT: OWNER: •. p A. P.#: WORK DESCRIPTION: PRC --ECT PROCESSING RF—CORD DATE •�i �• • •v Do ,5) CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... CUSTOM HOME Date -.09/01/00 14:21:57 Project Address ......... ORO-OUINCY HWY --------------------- OROVI LLE *v5 . 10* Q..�`%......I._............ Documentation Author... WILLIAM H. FOX ******* BuilI'ng Permit # Fox Company ...Q� �.._._ ' ... ....... 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966..................................................................................................... 530-533-2730 Field Check/ Date Climate Zone........... 11 ----------------•----- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPASS v5.10 File-BER1842N Wth--CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-BER1842N --------------------------------------------------------------- ----------------- GENERAL INFORMATION Conditioned Floor. Area..... 1842 sf Building Type............... Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of. Dwelling Units... 1 Number of Stories.......... 1 Floor Construction Type.... Raised Floor Glazing Percentage......... 16.4 % of floor area Average Glazing U -value.... 0.49 Btu/hr-sf-F Average Glazing SHGC....... 0.66 Average Ceiling Height..... 8.5 ft Component Frame Cavity Sheathing Total Assembly Type ------------ Type ------- R -value -------- R -value -------- R -value U -value -------------- Location/Comments -----------------------.._. Wall Wood R-21 R-0 R-21 0.059 Outside, Garage Roof Wood R-11 R-27 R-38 0.025 Attic Door n/a R-0 R-n/a R-0 0.330 Solid Wood Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation --------------------- (sf) Value SHGC Shading Shading Fins Window Front (N) ----- D12.0 ------ ------ 0.490 --------------- 0.680 Standard -------------------- Standard None Window Front (N) a6.0 0.500 0.630 Standard Standard None Window Front (N) 012.0 0.490 0.680 Standard Standard None Window Front (N) 06.0 0.500 0.630 Standard Standard None Window Front (N) 4.0 0.490 0.680 Standard Standard Yes Window Front (N) 4.0 0.490 0.680 Standard Standard Yes Door Left .(E) ,40.0 0.490 0.630 Standard Standflrg,,,, None Window Left (E) N15.0 0.500 0.630 Standard JUatA%xJ-Drl None Window Left (E) • 9.0 0.500 0.630 Standard Standr�c els Yes Door Left ( E ) e18.0 0.490 0.670 Standard daia c Yes _ . VEDI CERTIFICATE OF COMPLIANCE. RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- Project Title....,,.... CUSTOM HOME Date..09/01/00 14:21:57 MICROPASS v5.10 File•-BER184-2N Wth-CTZ11S92 Program -FORM CF -1R -User#-MP1809 User -Fox Company Run-BER1842N .___------------------_.---------------------------------------------------------- FENESTRATION WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System Storage Gas Standard 1 Tank External Energy Size Insulation Factor (gal) R -value 0.60 50 R- n/a AJ I -T E COUiV s N Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins boor Left (E) 018.0 0.490 0,670 Standard Standard Yes Window Back (S) 09.0 0.500 0.630 Standard Standard Nona Window Back (S) X9.0 0.490 0.680 Standard Standard None Window Back (S) °3,0 0.500 0.630 Standard Standard Yes Window Back (S) 19.0 0.490 0.680 Standard Standard Yes Window Back (S) 03.0 0.500 0.630 Standard Standard Yes Window Back (S) o9.0 0.490 0.680 Standard Standard Yes Door Back (S), o3.0 0.490 0.630 Standard Standard Yes Window Back (S) Q9.0 0.490 0.660 Standard Standard Yes Window Back (S) 03.0 0.500 0.630 Standard Standard None Window Back (S) P9.0 0.490 -0.680-Standard Standard None Window Back (S) 03.0 0,500 0.630 Standard Standard None Window Back (S) 09.0 0.490 0.680 Standard Standard None Window Back (S) 03.0 0,500 0.630 Standard Standard None Window Back (S) ►9.0 0.490 0.680 Standard Standard None Window Back (S) ?3.0 0.500 0.630 Standard Standard None Window Back (S) 119.0 0.490 0.680,Standard Standard None Window Back (S) -3.0 0.500 0,630 Standard Standard None Door Right (W) 018.0 0.490 0.670 Standard Standard Yes Window Right (W) P12.0 0.490 0.680 Standard Standard Yes Window Right (W) 06.0 0.500 0.630 Standard Standard Yes Window Back (SW) 48.0 0.500 0.630 Standard Standard None Window Right (NW) 98.0 0.500 0.630 Standard Standard None Skylight Horz 1.0 0.800 0.730 None None None Skylight Horz 1,0 0.800 0.730 None None None HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment ------------•---- Type Efficiency ------------ Location ------------ R -value ------- Leakage Manual ------------------ D Type --------- Furnace 0.780 AFUE Crawlspace R-4.2 No No Setback ACPackage 10,00 SEER Crawlspace R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number in Tank Type Heater Type Distribution Type System Storage Gas Standard 1 Tank External Energy Size Insulation Factor (gal) R -value 0.60 50 R- n/a AJ I -T E COUiV s N i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... CUSTOM HOME Date..09/01/00 14:21:57 MICROPAS5 v5.10 File-BER1842N Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-BER1842N SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------ **� Items in this section should be documented on the plans, ** installed to manufacturer and CEC specifications, and *** **� verified during plan check and field inspection. ** This building incorporates non-standard Duct Location. REMARKS ju n E COUNT N CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 4 CF -1R Project Title........... CUSTOM HOME Date..09/01/00 14:21:57 ------------------------------------------------------------------------------- MICROPASS v5-.10 File-BER1842N Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-BER1842N -----_--------------------------------------------------------------------------- COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance ::specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to :implement them.' This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... DON BERGER Name.... WILLIAM H. FOX Company. BERGER CONST. Company. Fox Company Address. P.O. BOX 5304 Address. 3995 Olive Hwy. OROVILLE CA. 95965 Oroville- CA 95966 Phone... -S30 -589-420S Phone... 530-533-2730 License. B-397316 Signed .. Signed..IZ ......... ..... ...................... `P7..Qc2.......... (date) (gate) ENFORCEMENT AGENCY Name.... Title... Agency........................................................................................................................................................ Phone... Signed.. (date) rTE COUNI Y ''WIA G DEBAR 7 . �,. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... CUSTOM HOME Date..09/01/00 14:21:57 Project Address........ ORO--QUINCY HWY --------------------- OROVILLE *v5.10* ' Documentation Author... WILLIAM H. FOX ******* Building Permit # Fox Company ' ...................................................................................................... 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966 530-533-2730 Field Check/ Date Climate Zone........... 11 ---------------------- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BER1842N Wth-CTZ11S92�^Program-FORM NMF -1R User#-MP1809 User -Fox Company. Run-BER1842N ----------------- ------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain thesE. measures regardless of the compliance approach used. Items marked with ar asterisk (*) may be superseded by more stringent compliance requirements listec on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties aE minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforc:e- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U --value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.39., water vapor transmission -rate no cheater than 2.0 perm/inch. 1.18: Insulation specified or installed meets CEC quality standards. Indicate type and form. 1.1.6-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products' (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped: all ,joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones -14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. �x � 150(e) : Installation of Fireplaces, Decorative Gas A y1-3T4CreQ' .4% hT* and Gas Logs ;4- $01 1. Masonry and factory -built fireplaces have: 1`` � DEPARTfv MANDATORY MEASURES CHECKLIST:"RESIDENTIAL Page 2 MF -1R Project Title.......... CUSTOM HOME Date..09/01/00 14-21:57 MICROPASS v5.10 File-BER1842NWth-CTZ11S92Y~Program-FORMMMF-1RT UserVMP1809 User -Fox Company Run-BER1842N ------------------------------------------- --------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES --------------------------------------------------------- Design- Enforce• er ment 110--113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or RCCA. ................ 150(i): Setback thermostat on all applicable heating and/or cooling systems. 150(,1): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First. 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external'insulation.. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. ................ *150(m): Ducts and Fans .1.. All ducts and plenums constructed, installed, in- sul.ated,_fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603: ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m)- 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. ................... 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: �. a. At least 36 inches of pipe between filter and heatery1 for future solar heating.==°,�i�, DPDA -PROt/g 1k.- /_ i MANDATORY MEASURES CHECKLIST:::RESIDENTIAL Page 3 MF -1R Project Title.......... CUSTOM HOME Date..09/01/00 14:21:57 MICROPASS v5.10 File-BER1842N Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-BER1842N ---------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non --electrical cooking appliances with pilot < 150 Btu/hr). LIGHTINGMEASURES - 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen.. .1.50(02: Rooms wit.h a shower, or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover-) approved. Design- Enforce- er Ment .�U ITE " ' 9U)ING D AA , ""RO V- GENERAL INFORMATION Conditioned Floor Area..... 1842 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number, of Building Zones... Conditioned Volume......... Slab--On-Grade Area..... .. Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 15583 cf 0 sf 16.4 % of floor area 0.49 Btu/hr-sf-F 0.66 8.5 ft jU ITE CO11`N � . ,t-AD- COMPUTER METHOD SUMMARY -------------------------------------------------------------------------------- Page 1 C -2R Pro.ject Title.......... CUSTOM HOME Date..09/01/00 14:21:57 Project Address........ ORO-OUINCY HWY***** -----------------.----• OROVILLE *vS.10* ' Documentation Author... WILLIAM H. FOX ****** Building Permit # Fox Company ....................... .............................................................................. 3995 Olive Hwy. Plan Check / Date Oroville, CA 9596 ................................................................... 530-533-2730 Field Check/ Date Climate -Zone........... 11 --------------------- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-BER1842N Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 ---------------------.---------------------------------------------------------- User -Fox Company Run-BER1842N - _ MICROPASS ENERGY USE SUMMARY ------------------------------ = = Energy Use Standard Proposed Compliance = = (kBtu/sf-yr) Design Design Margin = Space Heating.......... 15.91 12.32 3.59 - = Space Cooling.......... 16.87 17.43 -0.56 = - Water Heating.......... 13.74 11.97 1.77 = - Total 46.52 41.72 4.80 = *** Building ----------------------------------------------------------------- complies with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 1842 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number, of Building Zones... Conditioned Volume......... Slab--On-Grade Area..... .. Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 15583 cf 0 sf 16.4 % of floor area 0.49 Btu/hr-sf-F 0.66 8.5 ft jU ITE CO11`N � . ,t-AD- COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... CUSTOM HOME Date,.09/01/00 14:21:57 MICROPASS v5.10 File-BER1842N Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-BER1842N ------------------------------------------------------------------------------- Floor Area Zone Type (sf) HOUSE Residence 1842 BUILDING ZONE INFORMATION -------------------------- # of Vent Vent Air Volume Dwell Cond- Thermostat Height Area Leakage (cf). Units itioned Type (ft) (sf) Credit 15583 1.00 Yes Setback 2.0 Standard No OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE I Wall 180 0.059 21 0 90 Yes W.21.2X6,16 Outside 2 Wall 44 0.059 21 0 90 Yes W.21.2X6.16 Outside 3 Wall 158 0.059 21 0 90 No W.21.2X6.16 Garage 4 Wall 112 0.059 21 90 90 Yes W.21.2X6.16 Outside 5 Wall 231 0.059 21 90 90 Yes W.21,2X6.16 Outside 6 Wall 266 0.059 21 180 90 Yes W.21,2X6.16 Outside 7 Wall 108 0.059 21 180 90 Yes W.21.2X6.16 Outside 8 Wall 364 0.059 21 270 90 Yes W.21.2X6.16 Outside 9 Wall 16 0.059 21 225 90 Yes W.21.2X6.16 Outside .10 Wall 16 0.059 21 315 90 Yes W.21.2X6.16 Outside 11 Roof 1840 0.025 38 n/a 0 Yes R.38.2X4,24 Attic 12 Door 20 0.330 0 0 90 Yes None Solid Wood 13 Door 18 0.330 0 0 90 No None Solid Wood 14 Floor 1842 0.037 19 n/a 0 No FC.19.2X8.16 FENESTRATION ---------------------- SURFACES Area U- Act Exterior Shade Interior Shade Orientation ----------------------- (sf) Value ----- ----- SHGC ----- Azm Tilt Type/SHGC Type/SHGC HOUSE --- ---- --------------- -------------- 1 Window Front (N) 12.0 0.490 0.680 0 90 Standard/0.76 Standard/0.68 2 Window Front (N) 6.0 0.500 0.630 0 90 Standard/0.76 Standard/0.68 3 Window Front (N) 12.0 0.490 0.080 0 90 Standard/0.76 Standard/0.68 4 Window Front (N) 6.0 0.500 0.630 0 90 Standard/0.76 Standard/0,68 5 Window Front (N) 4.0 0.490 0.680 0 90 Standard/0.76 Standard/0.68 6.Window Front (N) 4.0 0.490 0.680 0 90 Standard/0.76 Standard/0.68 7 Door Left (E) 40.0 0.490 0.630 90 90 Standard/0.76 Standard/0.68 8 Window Left (E) 15.0 0.500 0.630 90 90 Standard/0,76 Standard/0.68 9 Window Left (E) 9.0 0.500 0.630 90 90 Standard/0.76 Standard/0.68 10 Door Left (E) 18.0 0,490 0.670 90 90 Standard/0,76 Standard/0.68 11 Door Left `(E) 18.0 0.490 0.670 90 90 Standard. 7�6 Standard/0.68 12 Window Back (S) 9.0 0.500 0.630 180 90 Stand d)g;iIDLef>Vdard/0.68 13 Window Back (S) 9.0 0.490 0.680 180 90. a�`�� ��.pd�qq/`�"0 776 Standard/0.68 14 Window Back (S) 3.0 0.500 0.630 180 90 StaNR4hP9y�0 76%AT#hdard/0.68 ITUV COMPUTER METHOD SUMMARY Page 3 C -2R Project Title .......... CUSTOM HOME Date..09/01/00 14:21:57 ------------------------------------------------------=------------------------ MICROPASS v5.10 File-BER1842N Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-BER1842N ------------------------------------------------ ---------- ------------------- Orientation FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 15 Window Back (S) 9.0 0.490 0.680 180 90 Standard/0.76 16 Window Back (S) 3.0 0.500 0.630 180 90 Standard/0.76 17 Window Back (S) 9.0 0.490 0.680 180 90 Standard/0.76 18 Door Back (S) 3.0 0.490 0.630 180 90 Standard/0.76 19 Window Back (S) 9.0 0.490 0.680 180 90 Standard/0.76 20 Window Back (S) 3.0 0.500 0,630 180 90 Standard/0.76 21 Window Back (S) 9.0 0,490 0.680 180 90 Standard/0.76 22 Window Back (S) 3,0 0.500 0.630 180 90 Standard/0,76 23 Window Back (S) 9.0 0.490 0.680 180 90 Standard/0.76 24 Window Back (S) 3.0 0,500 0.630 .180 90 Standard/0.76 25 Window Back (S) 9.0 0.490 0.680 180 90 Standard/0.76 2.6 Window Back (S) 3.0 0.500 0.630 180 90 Standard/0,76 27 Window Back (S) 9.0 0.490 0.680 180 90 Standard/0.76 28 Window Back (S) 3.0 0.500 0.630 180 90 Standard/0,76 29 Door Right (W) 18.0 0.490 0.670 270 90 Standard/0.76 30 Window Right (W) 12.0 0.490 0.680 270 90 Standard/0.76 31 Window Right (W) 6.0 0.500 0.630 270 90 Standard/0,76 32 Window Back (SW) 8.0 0.500 0.630 225 90 Standard/0.76 33 Window Right (NW) 8.0'0.500 0.630 315 90 Standard/0.76 34 Skylight Harz 1.0 0.800 0.730 0 0 None/1 3S Skylight Horz 1.0 0.800 0.730 0 0 None/1 Surface HOUSE 5 Window 6 Window 9 Window 10 Door 11 Door 14 Window 1S Window 16 Window 17 Window 18 Door 19 Window 29 Door 30 Window 31 Window OVERHANGS AND SIDE FINS ----------------------- Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0,68 Standard/0,68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 None/1 None/1 ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 4.0 1.0 4.0 5.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 1.0 4.0 5.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 9,0 3.0 3.0 2.0 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 2.67 6.67 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 2.67 6.67 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 2.0 1.S 2.0 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 2.0 4.5 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 2.0 1.5 2.0 4.S n/a n/a n/a n/a n/a n/a n/a n/a 9.0 2.0 4.5 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 2.0 1.S 2,0 4.5 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 2.0 4.5 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 18.0 2.67 6.67 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 12.0 3.0 2.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 6.0 3.0 2,0 2.0 4.0 n/a n/a n/a ins/a�n%'a�n�a-. n/a n/a COMPUTER METHOD SUMMARY Page 4 C -2R ------------------------------------------------------------------------------- Project Title.......... CUSTOM HOME Date..09/01/00 14:21:37 --------------------------------------------------------------------------------- MICROPASS v5.10 File-BER1842N Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fax Company Run-BER1842N ----------------------------- -------------------------------------------------- HVAC SYSTEMS SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------ �* Items in this section should be documented on the plans, ** *� installed to manufacturer and CEC specifications, and **� ** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS Minimum Duct Duct Tested Duct ACCA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.780 AFUE Crawlspace R-4.2 No No 0.743 ACPackage 10.00 SEER Crawlspace R-4.2 No No 0.674 WATER HEATING --------------------- SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.60 50 R- n/a SPECIAL FEATURES AND MODELING ASSUMPTIONS ------------------------------------------ �* Items in this section should be documented on the plans, ** *� installed to manufacturer and CEC specifications, and **� ** verified during plan check and field inspection. *** This building incorporates non-standard Duct Location. REMARKS HVAC SIZING Page 1 HVAC ------------------------------------------------------------------------------- ...__._________.__________________________________________________________________ Project Title.......... CUSTOM HOME Date..09/01/00 14:21:57 Project Address........ ORO-QUINCY HWY *******---------------------_-_ OROVILLE *v5.10* Documentation Author... WILLIAM H. FOX ******* Building Permit # FoxCompany......................................................................._............................. 3995 Olive Hwy. Plan Check / Date Oroville, CA 95966...................................................................................................... 530-533-2730 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. -------------------------------------------------------------------------------- MICROPASS v5.10 File-BER1842N Wth-CTZ11S92 Program -HVAC SIZING User#-MP1809 User -Fox Company Run-BER1842N ; ------------------------------------------------------------------------------ GENERAL INFORMATION Floor Area ................. 1842 s'f- Volume ..................... 15583 cf Front Orientation.......... Front Facing 0 deg (N) Sizing Location............ OROVILLE RS Latitude................... 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range ............... 37 F. Interior Shading Used...... Yes Exterior Shading Used...... No Overhang Shading Used...... Yes Latent Load Fraction....... 0.30 HEATING AND COOLING LOAD SUMMARY ---------------------------------- Heating Cooling Description (Btuh) (Btuh) ---------------------------------------------- ----------- Opaque Conduction and Solar...... 8580 4398 Glazing Conduction ............... 5999 3899 Glazing Solar .................... n/a 9999 Infiltration ..................... 8864 3639 Internal Gain .................... n/a 2550 Ducts ............................ 2344 1224 Sensible Load .................... 25786 25710 Latent Load ..........:........... n/a 7713 Minimum Total Load 25786 33423 Note: The loads shown are only one of the criteria affeaSm-the selection of MVAC equipment. Other relevant design factors SUCK fesDLk4j rl flow requirements, outside air, outdoor design temper'a,tres;, coil sizing, ,a i availability of equipment, oversizing safety margin, eMei tc.; PRO §� ' also be Ysys� considered. It is the HVAC designer's responsibili ' t d nsider 'all HVAC SIZING Page 2 HVAC Project Title........... CUSTOM HOME- Date..09/01/00 14:21.:5; MICROPAS5 v5.10 File-BER1842N Wth-CTZ11S92 Program -HVAC SIZING V~+ User#-MP1809 User -Fox Company Run-BER1842N factors when selecting the HVAC equipment. &J ffE m%jl V O, PD MICHAEL MOONED' 5 A MADRONE A VE. CIVIL ENGINEER OROvILLE, CA 95966 RCE 20647 (916) 533-2131 Butte County August 16, 2000 Development Services Department Building Division 7 County Center Drive' Oroville, CA 95965. Re: Truss calculations Sherwood/Berger Construction I have reviewed the truss calculations for this job. My review includes identifying and locating loads in excess of 3000 pounds. Where inadequate, foundation elements have been revised to reflect a maximum design bearing load of 1500 pounds per square foot. Thank you for your consideration and patience. Yours, Michael Mooney My license expires 9-30-01 ;r• MICHAEL. MOONED' CIVIL, ENGINEER RCE 20647 Job Number 00-08-86 Page Job Name Sherwood/Berger Const. 7 Date 8-16-2000 Analysis UBC 1997 Dead Loads Live loads Roof Comp roof 6.0 1/2" plywood 1.5 • Trusses 4 Insulation 1 1/2" Gyp '2.5 15 psf. 16 psf. Wall Stucco 10.0 Plywood 1.5 Framing 1.5 1/2 gyp 2.5 Insulation 1.0 16 psf. Floor Plywood 3.0 40 psf Joist 2.5 Installation 1.0 8 psf Lateral loads Wind P = Ce Cq q I where Exposure B Ce = 0.62 @ 15 feet Cq =0.3 in/ 0.9 out windward roof 0.67 @ 20 feet 0.7 out leeward roof 0.72 @25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall Seismic V=2.5CaIW/1.4R C.=0.36,I=1,R=5.5/4.5 Soil Bearing 1500 pounds per square foot Friction = 0.3 5 Lateral bearing = 250 psf/ft. q = 14.5 psf @ 75 mph I=1 OU'l 16 (.L)Ut4 t Y IU-- 1LDING NPARTMEW? t DDDnV�� %loo 0 1 1 0 9 L d . Sc.Ij x. Ll uf-- K-OA'I-- q(�'a�r�. CUkY� C,ocn-�1�tis 00 0 k��E 0 LD Ekltv� (Al A -Tim -t -I f, E Ct u��. hsuwc�7- w I 0149-2- Q- I olk7 14- _Aj t4q e -E (2A^ 4 e— CaD T Oats -` 5 G 6,1 ��� fh u � z - z nh- le'--2't ��.�� 41-7 Na5l ?:�C' UuF A--sSum� . > t lldv- /A-31 ck -2- �vavo i-rL)j-w tc-, [OJS� 5th SX/ r ro + 0, S/2 K SE5)4- � yY,3 v I �1-, Cl?� �- 12�5rr2 ,, >(1(I2) �s vq,� OR) 5-7,P3 �22,+ 2-) l '4 15 -f- 6- K , 3 4 162;, lif, DI 1.DW-:?-'2L776X I hl'i Mk - <Gt ezuscoo C_t 1 4i -mm Lwc-- Se3,,,,,u-L 6,00 11 ne, 3. S. I. --v�7 .�L Oc. t� ws ecLq-L&J, C i Aid kLq� UOt' k5M T- �as Atcc Luq-ALO)tOt 2UU 16 + L114 -6,4,t VZ1 [ 10 -�V 4,3,,4�,00o Id- o) �I�� o.���G� A bout- /12vja-ie- ijoavot, ,. a ffl (4 - IAT L44-a-4►2�21b WL[c2Y\U- b V's A a/ - s Cil �(�.� (erv✓� Cv. (��C� �- 5C�>lkrL � -26% t,,5 / Cru. W-, .02,k -V 1 1. CD ��� c.C4 �� �— .�� �� c.CQ �_, �2 0 KD,2 �� V4- CIV•I'- ENGINEER RCE 20347 5A I'AADRONE AVE :j OROVILLE, CAN 95966 530-533--2131 Dat..: ."011/02 GENERAL Tlh41BER BFAh1- DESIGtJ ---- - - Page: --.- - BEAM DATA ._._----___---------. SPAN DATA -- Timber Section :-------- End Fixity Pin:pin Center Span = 16.33 ft Beam Width = 3,125 in Elastic Modulus 1800000 psi Left Cantilever 0.00 ft Beam Depth = 13,50 in Ream Density = 35.0 pc f Right Cantilever = 0.00 ft Lamination T1lickness 1.50 in Load Duration Factor = 1.25 UNBRACED LENGTHS Fb Bending - 2400 psi Beam Wt. is Added to Loads Le : Cents;, Span = 2.00 ft Fv Shear = 165 psi End Shear Calc'd at Suppert Le Left Cant. 0.09 ft Fc - Bearing = 650 p;i Le Right Cant. = 0.00 ft ----- -_-- APPLIED LOADS __-_--- -- _ Uniform Load @ Canter Span: Dl = 195.0 Of LL = 208.0 plf ---------- ---- SUPINARY- USIIIG 3.125 x 13.500 Beam, Sending = 58.05%, Shear = 58.17% Max. PCs Mom @ 8,15 ft= 13.78 k - ft Shea;: Max. @ Laf` 3.37 k Reactiaas... DL Maximum Max. Meg Mom € 16.33 ft= 0.00 k -ft ....used for dJgl, - S.06 k L ft = 1.68 k 3.37 k Max @ Left 0.00 k -ft ...-Area Raq'd = 24.54 int Right = 1.66 k 3.37 k Max @ Right = 0.00 k -ft Max. @ Right 3.31 k M,;t. Allow Iionent 23.7: k - ft ....used for dsgri = 5.06 k Deflections... fb Max. Actual = 1741.5 psi ....Are„ Req'd = 24.54 ir,2 Center = -0.28 in ••0.51 in Fb Allowable = 3000.0 psi fv flax. Actual = 119.97 psi Di= -t = 8.16 ft 8.165 ft Fv Allowable = 206.3 psi ,..L/Cafl = 638 342- 0. 4'C1: _ .811(E/Fb)^.5 = 1°-.81 L_ft 0.00 ir, 0.000 in Cs = (LeDA 2)^.5 8.11 Bearing Req'd @ Left. = 1.66 in ...L/Deft 0 0 CV per USC 2312:4.5 = 1.00 Be.rirg Req'd @ Right. = 1.66 in Right = 0.00 in 0.00v in L/Def1 0 0 13.78 iiiiiiIIIH111111 1111111111HIH11111111111 11111111 1111111 HE 11, 16 33 f! o.co 3.3: v nye:: a 3.57 tID'• " U.00 11 . V,(. 1'. 3.371;: P; W 1 .33 ft O.". 0.00M.? O.00 rt Lmin - -O S7 in m GJ6 k » -0.57 16.33 j - _ 00 2. -,d -. IO.F 13.7 16.3 V4.4Cl�c 1963-96 EhERCALC MICHAEL P100HEI', U-06010-6 MICHAEL MOONY CIVIL ENGINEER RCE' 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 GENERAL TIPABER EEAPA DESIGN Timber Section Beam Width Beam Death Lal„ination Thickness Fb - Bending Fv - Shear Fc Bearing - BEAM DATA -.- --_ ------*I- - End Fixity 5.125 in Elastic Modulus 12.00 in Beam Density = 1.50 in Load Duration Factor = 2409 psi Beam Wt. is Added to Loads 165 psi End Shear Calc'd at Suppor 650 psi APPLIED LOADS Uniform Load q Center Span: DL : 195.0 plf LL : 208.0 plf - --------- -- SUMMARY USING 5.125 x 12.000 Beam, Bending = 46.02%, ShEar : 40.36% Max. Pos Mom @ 8.16 ft= 13.93 k -ft Shear: Max. @ Left Max. Nag Mom @ 16.33 ft: 0.00 k -ft ....used for dsgn = Max @ Left 0.00 k -ft ....Area Rrq'd Max @ Right = 0.00 k -ft Max. @ Right = Max. Allow Moment 30.27 k -ft ....used for ds n = fb : Max. Actual : ?359.2 psi ....Area Req'd Fb :-.Allowable = 2953.4 psi fv :Max. Actual Fv Allowable Ck : .811([/Fb)^.5 = 19.87 Cs = (LeD/8^2)^.5 4.83 Bearing Req'd € Left '= Cv par UBC 2312.4.5 = 0.98 Bearing Req'd @ Right i 1 1 _ 16.33 _ Data: 08/17/0,33 page- ------ - --- __-- SPA'! DATA - Pin:Pin Center Span = 16.33 ft 1800000 psi Left Cantilever = 0.00 ft 35.0 pcf Right Cantilever 0.00 It 1.25 UNDWED LENGTH _ Le Center Span 2.00 ft t Le Left Cant. : 0.00 ft Le : Right Cant. 0.00 ft 3.41 k Reactions... DL liaximum 5.12 k left 1.71 k 3.41 k 24.82 int Right : 1.71 k 3.411 k 3.41 k 5.12 k Deflections... 25.82 int Center = -0.25 in -0.50 in 83.23 psi ....Dist : 8.16 ft 8.16 ft 205.3 psi ...L/Defl - 775 389 Left. : 0.00 in 0.000 in 1.02 in L/Dell = 0 0 1.02 in Right - 0.00 in 0.000 in ...1/Dell 0 0 fila.,-. - 13.93r1 -t T 8.16 ft 1'I"ID- -e. 0'01!-1'.2 1: t Dm - 0.00 1r s 0.00 ft Orrin - -0.50 i. � 6.16 ft fila.,-. - 13.93r1 -t T 8.16 ft 1'I"ID- -e. 0'01!-1'.2 1: t Dm - 0.00 1r s 0.00 ft Orrin - -0.50 i. � 6.16 ft ,+ o MICHAEL IAOONEY CIVIL ENGINEER RCE 20647 5A MADRONE AVE OROVILLE, CA 95966 530-533-2131 — ------ Gate: 03; 17;Ou —Paye: TIMBER JOIST & RAFTER DESIGN -- 1 -- DESIGN DATA — Tim�er Sectio,, U12 - .. .Depth ir:. 11.50 Width in : 3.50 - Le: Unsupp ft 2.00 Fb-`fillo„ psi 875.00 `v-• Allow psi 85.00 Elastic Mod. ksi : 1600.00 Load Duration Factor 1.25 Stress Ratio » : 0.61 --- CENTER SPAN =------ -0'K-. Span Length ft 9.33' Uniform DL plf 210.00 LL plf 224.00 RESULTS .--_—.— Mma; P Cntr V, --in 56.;7 X -Dist f:: 4.66 __- RLACTIOMS —�_— Left: Dead Load # 979.65 Live Load 4 : 1044:96 Right: Dead Load 4 979.65 Live Load 4 1044.96 ----- STRESSES -- — - -Ot- Fb.. Allow psi 12033.1 - Fb.. Actual psi 734.6 Fv.. Allow psi 106.25 Fv.. Actual psi 60.36 _ DEFLECTIONS _ Center... Dead Load n -0.050 X -Dist ft 4.66 DL Ratio 2220 Live Load n -0.0114 X -Dist ft 4.66 LL. Ratio 2081 Total Defl in : -0.104 X -Dist ft 4.66 Ratio 1,,74 ' LONGFELLOW LUMBER CO. � Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530).893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: Address: Oo�r� I�GcJf1 AP#: INC* Job No: Alpine Engineered Products, Inc. Christian W. Chappell ' 8351 Rovana Circle g Sacramento, CA 95828-2522 (916) 387-0116 Timber Products 1RnY %A1 cEPAATN r�n P.O. Box 20455 Portland, OR 97220 APPROVED (503) 254-0204 +� LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems rg — — (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 _ 89 Loren Avenue Chico, CA 95928-7434 Important Information forUsers of Wood Trusses Longfellow's goal is to supply superior quality trusses. Sensible truss designs, the best available lumber and exacting workmanship are' the key ingredients of. our quality control program. (Once trusses arrive at the job site, quality control becomes the responsibility of the builder.) For best results we suggest: DO'S DON'TS ❑ Do review your field copy of truss engineering for important bracing, ❑ Do Not cut, notch or drill chords or webs of trusses. bearing and connection details. (Exceptions will be clearly marked on engineered drawings.) ❑ Do review the HIB -91 Summary Sheet's recommendations for handling, installing and bracing of wood trusses. ❑ Do install roof sheathing ASAP. Trusses hold their profiles best when they have been plumbed and braced with roof sheathing. Especially In hot weather, we recommend sheathing be applied over as much of the building as possible before installing outriggers and gable -end siding. ❑ Do inspect trusses for missing plates or broken lumber. Report defects to Longfellow immediately. Cl Do secure tails with fascia board. In recent years, the production of lumber, from second -growth timber has resulted in an increased tendency for unrestrained tails to twist. We recommend a sub -fascia be installed behind gutters. ❑ Do call Longfellow if you have questions or need additional information. ❑ Do Not cut or remove plates. ❑ Do Not overload single or groups of trusses with plywood, roofing, tools or other construction materials. ❑ Do Not make field repairs without written approval from Longfellow Lumber Co. ❑ Do Not load HVAC units, solar equipment,. fire sprinklers, etc. on trusses unless. truss engineering has been designed to accomodate the specific point loads. BEFORE INSTALLING: Make certain truss sequences and end -for -end orientation are correct. 0 = LUS 26 X = HUS 26 BERGER / SHERWOOD REV. 10/03/2000 cmi rrE m Y i,% IrLUING DEPiiR 1 "V'i EN GAOL Elil► ITC I A I L S i R011GUACK (NAIL 10 LEMER 12' O.C. 1 (URACED AT 55' U.C.) LEDGER (HAIL 10 VERTICAL Y/2-104 HAILS) ! K 1 SPA0115 FUI REFER. 1U SI PRUOUCT All A35 III FI I THIS OWG I'IIEI'Alllll TRUI1 COHI'111ER IIIPUI (LUAUS 6 UIIIENSIONS) SIInI1111111 BY InUSS IIIR. 0, (PI) r � !SI) --- N) (GI O (M).2X4 F.L. OR H.F. 12 OR BIR SIP.ONGOACK BRACE (PI ) PEAK PLATE 10 HATCH COI -Q-01 TRUSSES. (SI) SPLICE PLATE TO HATCH CUMHOF) TRUSSES. 4111 )EEL PLATE 10 HAICII COMI01 TRUSSES. (0) OPTION 10 MED PLATING: USE (3)-2' WIRE STAPLES (0.072 OIA./15 GA.) 1DEl1A1LEO IIIRU CIX)RO INTO WEB 6 111RU WED INTO CHORD ON ONE FACE FUR A TOTAL TIF 6 STAPLES. (PI). 1 SI ) L (III ) HUST BE PLATED. (G) GADLE EIIU OESIE71 BASED Ull 75HP11 WIRD LUAU. EXPOSURE '0' AT 0-25 FT. MEAN IIE10111. , DRACEU AT 55' O.C. (C) IX4 C0111111111S LATERAL BRACING FOR BRACE (SIRUtIGOACK) H:HUER LONGER THAN 721. ATTACH AT HIOPUIIII Cf_ EACII GRACE Al2-0J CCOIWWN HAILS. 24' MAX NOTE: CHORDS 10 BE 2X4 FIR-LARCII 12 HILI. NOTE: 11115 DETAIL HAY BE USED FOR TRUSSES WITH PITCIIEO O.C. ALSO. PLATE MAX. WEB LENGIN IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 ONLOOKER CR [ TER I A PLT TYP. Wave TPI -95\11 Desi n9 Criteria: TPI -95 STU Q Q 0 Q ••YARNING•• 1AUSfIS 9100101 111RIMI CAR[ IN FABAICA110N. HANDLING, SNIFFING. SMALLING AND BNAC ENO. A[ILA 10 NIB•01 (RANKING INSIAIIINO AND BRACING), ►UBLISNIO BY f►1 (IAOSS ►LAI[ O Q INft1101[, isl D'ONOFIO ON., MU 200. MADISON, "1 63/11), FOR SAf[1Y PRACTICES ►AIDA 10 II O o ALPINEo Z---TR�USS J--� ,•'--I � Q /INFOANINO 19.1,1[ fUNC110Nf. BNl[ff OIH[AYIS( INDICAI(D. 101 CHORD SHALL HAVE PROI(ALY AIIACHID SIR UC TUR AI ►ANTI f, 80110.1 CNORD SNAII HAI( A IRO►[ALY AIIACH(D RIGID CULINO. .'IMPORTANT-- FURNISH A COPY OF IRIS Olsten 10 IN[ INSIALt Af ION CONIRACIOR. ALPINE [AOINE[R[O PRODUCIS, INC. SAAtI N01 1[ R[S►ONSIBII SON ANY DIIIAIIO1 F90.1 1013 DESIGN: ANY FAILURE 10 ertto IR( IA 13J(f IN CONE OANARCI YIIN 1►1: DAM'AANOIINO. SHIP11X0, INSIAIIAtION OR BRACINO Of IA UJf(S. IAIS DESIGN CONFORMS YI IA AI►t ICABII IAOFISIONS OF N0$ (NAIIONAL Olsten II(CIFICAIION IUst U"[D BI IA( AMIAICAN FORM AND PA►[R ASSOCIAIIOR) AND 111. AIICIPI AS 90110. APPLY /IN( CONNM A663 1 OUT. Af 10 IAC"[ FAC[S0f X101111. 11. UNLESS E HAD( Of SODA IOIH[AYISI Sl OCA1[O ONI INIS[Olsten.. Posi TION CONNICIONS[ VIA I to RD ISO TIRE IRUSS• DI►IC110 019[AANO SHALT AN NN011B[,ALLIED UPONIRIS 11 ANY 011111[NAPPLIES YAT. ONLY 10 IH( VISION V yA cc 1�t '—J 3.5MAX. . 1YP. NOTCH 24' D.C. 1.5' HAX.' 2X4 F.L. MiDER GRADES IIAX. LENGTH WITI4X►I BRACING (11) W/ SIRO►IGBACK BRACE (S) STANDARD 5 -II -0 II -10-0 II 7-9-0 15-5-0 /1 6 BETTER. 7-9-0• 15-6-0 SS 7-9-0 15-6-0 TC LL 30.0 PSF y TC OL 15.0 PSF OC DL PSF DC LL 0.0 PSF TOT.LD. 50.0 PSF DUR JAC. 1.15 SPACING REF R992 DATE 03/19/98 ORW . CO112 SEON - 25458 FROH PDC IIMSS ORACII16/0111CKIIM 111`IAII 11115 DUG P11(PAM) 1`11011 CoHPUItel IUPUt Il0Ans 1 nlurltclnuc. Cu6auaue .. 11"S IIIUCIIA/W_OCKIM DETAIL (AT SU'('OI1 T ) IIOIEI OIIACINO DESIGI•f:D TO BTAUILIIE 11(IISSES, AIA) IIAS IJOf UEEN LkSIGIP- 1D KSIST LATERAL SIIEAII LOADS. (A) 2x4 13 IIEN-Fill On METIER CONTINUOUS LATERAL ORACIIIG TO DE EQUALLY SPACED. A1TAC11 NIM (2)•164 NAILS. DIIACINO IMTERIAL 10 BE SUPPLIED ANO ATTACIIED AT 00111 EMS 10 A SUITABLE SUPPORT RY ERECTION COIIIRACIOR. , r (N) Itumlr OF 1RWS AT. 8t1PPoRT. 1. n (BO) 111,10 SECTION S -S 1 , TRUSS .1 (0) 2X4 II.F. a O.C. ATTACII 13 OR BETIEn DIA00 t, OnACE. APPLY 111 PAIRS AT I6-0-0 (T) - 1RU3SES 10 EACII OVEIILAPP(110 InUSS USIIn BRACE WAY BE (2)-16d N>r.ILS AS EllowIJ. LOCAIEU Ott EITHER FACE OF VE11T1CAL. (P) SIIEAIIIINO APPLIED 10 TOP CIIORO. (L) LOADS AS INUICAIED OII 1nUSS DESIGII. (1.1) IF TRUSS IIEIGIIT AT SUPPORT IS 10.0" OR LESS, DIAGOIIALS 1101 REQUInEO. 8 ■ APPROX. 45' (UO) BLOCKING TO BOT1014 CIII'RG OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF DOTTCI4 CIIORD. PLT IYP. Nave Q O Q TPI -95 Resign Criteria: TPI -95 STD 10.21:3 O ••1`.1.160•• 11111113 1101111 12141NI C A—ATIFTAIIUCA1101—/-101110. 11`11/110, jAjj�jj100 AND 0 Illte 10 ■11.11 (...Delta Uftellltt Aro D'ACIt01, ?got#$ 1 Ir Ott (nrll It it 0`[SSIO tetetetel. 111 a Daono ot., 10119 fee. HA6530a. NJ 53'111. FDA TC LL ' REF 8427 Q luny Placeless Pitot Ie ►Iar01HIPt Irl fl PUCIIDII. mite OI1U9tet IAOIeAI(e, lot CrO.D INAII .All PNo►l6ll AIIACNID Q InrC lr481 flgll. 061104 (MORD INAII DAY# A footfall A11ACa10 TC DL OAIE 1294 1 / / Q 1� a 01010 CIIt Ioa. 4��O�T ••IN►O■IArI •• 1948114 A Core or loll Dialog to ere n1MIA1101 COII.ACIOA. West 1101.(tofo ►goo/Cil. INe, 1■Ul Aot el tnronlnl CoA All 0111Allso INCH toll otf10t1 ANY IAItra9 lrlu I.t RC DL L 1�11YJ� 10 1191153 It ColrotHuet rnr Iris of IANN1CA11.e. DA1on.c. INIPPlgo. INSFAMIJON ON 14811116 of 1481153. 1111 Dlclet COIrO'Ml 61111 A►'1ICA111 eaollllou 1�' 6� pt LL TRUSS of hof lulloga Olfle■ h IrItIlkAl10N 111111■ID 11 161 AHI11CAD Ioalll Aro MIA Al1oC1A11o.) AND IPM. Meal •k coulUOel ul Hael or tee. AIIH .153 call till. tells. fcc(►1 �_- TOT .LD. DR11 3,04e,6]4 Al .0110. A►►lr CO■P1C1olA le `!, 1Ac■ fact of lives. sea Nallee 01111.9111 19CA11e ON 1111 913164. '0"110' Co.Pleloal ►(t .1'OrIC`\`oA� r.arlNcl Ile. 111 A., Ito A•1. Ag 1.61.111.1 flat o1 loll DaAVIMO A►/1111 DIIR.TAC. CA'tIIG CHC Date 10.1111 o111eg 1 1 of 1■( 53011 ol►lun nu ue teAu 1oI 1t Nu no ►roA n ul Dun u1`. SI'ACINf, SCE AIIOVt betnll for ITlbrlcaLlou of holLum chord filler Lo be used LU produce a flat boLLum chord of varlable lclylh. Refer Lo approprinle deslyl for lumber, plates, Lutd other data not shown here. (A► 1X4 coiAllmlous lnternl brnclly C 0-0" U.C. (max.). ALLOch with 1-Od halls. Furnish copy of LJtis drnwluy Lo erectlol cmitractor Po lie will know of lhla reryulremetlt. (1) IIEV. / SM / 1/7/92 (UIIAWING NUMUEII) (2) REV. 1/21/93 U11 (VERTICAL) (3) REV. 7/7/93 1'4 (MAX. rILLEII UDEN PANEL) [P® PLATE TYPE FURNISH A COPY OF MIS DESIGN TO ERECTION CONTRACTOR ALP IIIE WAIINING: 1111sses PEOUNIE DESIGN CRIT, UBC REF: 5736 R427 IMPORTANT: Atl•PIEEIII 1n11EENtIIPP0UOC1s,IN0, SIIAIL NOT UE PESPUNSIULE FUIIAHY UI;VIAIInN11tom MESE EXInEMECAIIE0111ANOL110.F.11EC110NAND 011AC010. SEE 'DWt•1e" IPIACIIO WOOD I ESSI� TC LL: _ PSF _DAIE' 7/19/88 rAn11nE 10 U1111D ME MUSS Of CtIFI OOMAIII V4 11 111E DAlONS-C/PII.SEE /1 9DESIOIJ 0111 AUDI- QQO` H TC DL. PSP �jQ(Q`CUIU6,1.1/_•„_ F)'OUALIIYCO14II10LMAIIUAL'11YIll. AIPINF110101ECIO11SAIIE MAMIIAC11111t0 MUM 70 IIAIVA141ZVO UIltF.99 IIONAt SPECIAI. PEIIMANENI D1IACINO PEOUIIIEMENIS.LINLESSOIIIEIIWISESIIOWII. 4,� 4' �� 1w OAUOt SIEEt r 01111 ,WISE SIIOWII, 1.IEEInt011EOUIIIEMENIS Or ASIM A445 TOP C110110 SIIAI.L DE LAIEIIALLY DINGED DLS Q : PSF Q: F1'I-i•..,�` r OnAIIEA.N'PLYCONt1ECtUPS1011011trACESATEAC11JOI"t AND LOCATE AS SIIOWN. DEAP1110 MOMS ME 4" NOMItIAL Will PnOPEIILYAIIACIIEDPLYWOODSIIEA- /IIINO. not IoM CIIOnD WI1I SIGN) CEILQ40 uJ of V TIO. i, , TOT LD: PSF _Q[8,.1,.EN: VAIIP ES TRUSS UNLESS OIIIEPWISE 511 WN DESIGN SIANDAIIIIS CONFOIIM •ims•somum-losonrci-so. On IIIIACINO AS sPECtrwo off DESIGN. DO d 6�lo IITC11: VARIES WAIL APPltCAOI E PItOVIS10Nsor ' 'opt. InussIll AI(INSIIIIIIE: NOS + NAIIONALDESIGN Not usE lTnSDE9IONWIT11rmEPEIAnDAN1 InEAIED LUMOEIIL D .11 FAC: * — CIV`' 4t SPACING 24.0" O.C. TYPE: bL'TA11, SP(CVICA11UNr1111wool) Ct1115111UCtI0N. (SPER0804- Al 22' COMNf ITOP CHORD 2x4 DF -L $1 jBOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NOS -97 TABLE 7.3.3. I rn N O V t0 O a A.. Ll w a cw WZ.5X4(A1) _ z z w THIS DWG PREPARED-FRON*COMPUTER 'INPUT - (LOADS •A DINENSTOAS)'SUBHITTED OTLTROSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4- WZ.5X4(A1) ,m x L2-o-oll.l L*2-0-0a) tmw a i_ 11-0-0 _i_ 11-0-0 22-0-0 Over 2 Support R-830 W-5.5" R -830.W-5.5" PLT TYP. Wave TPI -95%R Design Criteria: TPI STD •YARNING•• TKOSS[$ REOIIRE [TTIM CARE 1N FABRICATION. MAIMING. SMIPPINO. 11 AILING AMD O BRACING. RL/LR TO NIB•91 (NAROl1NG 1NSTLLLUi AND BRACING). P0#LISIlO 1T TPI (TRQS PIAT[ w� W O IITTI NOT[. SIS CIONDFRIO Oit S01TE 100. MADISON, Vl S3I19). FOR SA►[TY FRAC1 3 PIIOt TO Yr O PENFOMING THESE FUNCTIONS. UNLESS OTWERWISI I10MATED. TO► CHORD SMALL HAVE PIOPLRLV ATTACKED 0 CV STRUCTURAL PANELS. BOTTOM CROAD SHALL HAIE A PROPERLY ATTACKED RIGID CEILING ••IMPORTANT•• '0[11111 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC. SHALL KOT IE RESFOUSIILE FOR ANY DEVIATION FROM THIS DESIGN; MY FAI1D1t TO 5 ALPINE BUILD Te[ TBUn[s IN CON►ORMACE YITN T►1; OR FMRICATING, HANDLING, SHIPPING. INITAttING AN CS #RACING OF TRUSSES. TNI& DESIGN CONFOANS WIFE APPLICABLE PROVISIONS Of NDS (NATIONAL DSSIG 'a SPLCI►ICATION PUL1SME0 BY TBE MINIW FOREST AMD ►APER ASSOCIAT10f) AND If[. AL 6 COtMECTOAS ME MOE OF EODA ASTM AGS3 U40 GALY. STEEL. IRCEPT AS NOTED. APPLY CONNECTOR$ TO i UQ 08 200 [ALN FACE Of TRUSS, AND UNLESS OIHEBYISE LOCATED OK TRIS DESIGN, POSITION CONNECTORS PEI DRAWINGS 100 A -I. TBE PEAL ON INS DRAWING INDICATES ACCEPTANCE 0T PRDFESSIONLL L1191h...G l ClV& I � tANOUNTTIFOR MYL►NTICULAfill BUILDINRUSS DISOTRI RESPONSIBILITY O► THE BUILDINGN. THE ITY AIM USE OF DESIGNER, PIK THIS Sq�CA 9382f ,USI/TPI /•1903 SLCTIOB I. +A-0-0 rTE W'i APP F"®VED CA/ -/1/-/-/-/F TC LL . 16.0 PSF TC OL 10.0 PSF BC DL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF DUR,FAC. 1.25 SPACING 24.0' Scale-.25'/Ft. REF 8427--77710 DATE 08/07/00 ORW CAUSR427 00220006 CA -ENG TS8/GWH SEAN - 21774 FROM GA SHER0804-BERGER SHERNOOD -*B1 26' CUMN) TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a: I M d C7) N O H V O A O a a . O W a W .z z C=3 -. . TNIYONG PREPARED FROM COMPUTER INPUT (LOADS 6'DIHEASTONST SUBMITTED BY TRUSS MPR." - IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC m 24.00' OC, BC 0 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4H r ' *8-0-0 L.-2 -0-0- 1 8-0-0 ___ I 8-0-0 J 6 9 E W LWIa 16-0-0 Over ,2 Supports 'I WA UING DEPARTME R-632 W-5.5" R-632 W-5.5" PLT TYP. Wave TPI -95\R Design Criteria: TPI —WARNING "TUSSIS REOOIRE EXTREME CUE IN FABRICATION. HANDLING. SHIPPING, INSTALLING kit 0 BRACING. "m TO HD -91 (HAULING INSTALLING ARO Imam). PUBLISHED n 711 moss PLATE O INSTITUTE. SO3 D'010►NIO OR.. SOITE 100. NADISON. Y( 57110). FOR SAFETY PRACTICES PRIOR TO O ►ERFORNING TNE6E FUNCTIONS. NILESS OTHERWISE INDICATED. TOP CHOSHALL SAVE PROPERLY ATTACHED C\1 STRUCTNRAt PANELS. BOTTOM CHORD SoAIt BAYS RD A PROPERLY ATTACHED 21910 CEILING. Ab IMPORTANT" FURNISH A COPT OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE 116/NEEREI PRODUCTS, INC. SHALL ROT Of RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; UY FAILURE TO butt 0lTHE TRESSES =RCEISNIOR ASPG)Icl BRAd/ OF rNUSSESTHIS DESIGN WITH PROVIISIONSOFKOS(NATIONALDESS ALPINE O SPECIFICATION PURL(SHED BS THE AMERICAN FOREST AND PAPER ASSOCIATION) AND T►1. ALPINE CONNECTORS ARE MADE OF LOOA ASTM AOSS GA40 GALV. STEEL, EXCEPT AS VOTED. APPLY CONNECTORS TO Q' EACH FACE Of TRUSS. AR0 UNLESS OTHERWISE LOCATED 01 THIS DISION. POSITION CONNECTORS PER DRAWINGS 160 A•I. THE SEAL DS TRIS MAKING 1103CATIS ACCEPTANCE OF.PROFISSIONAL ENGINEERING * iW I= RESPONSIBILITY SOLELY FOR TIE TRUSS COMPONENT DESIGN SWNH- THE SUITABILITY AND USI of THIS ^W CA"US COMPONENT FDA ANY PARTICOLU RUIDING IS THE RESPONSIBILITY Of THE BUILDING DESIGNER. PER ANSI/YP1 1.1/05 SECTION I. CA - 1 - - - F Scale -.315' Ft. D W- e 200 * i TC LL 16.0 PSF TC DL, 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--77711 DATE 08/07/00 " DRW CAUSR427 00220007 CA -ENG TSB/GWH SEQN - 21778 DUR JAC. 1.25 FROM GA SPACING 24.0' ,(SHERU604-BERGEN •SHERWOOU - 82 16'•GIRD • TOP CHORD 2x4 OF -L #1 BOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard ca 'LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. ADDITIONAL LOADS PER TRUSS FABRICATOR c ,9C - From 294 PLF at 0.00 to 294 PLF at 16.00 cr o, c*'ItECOMMENDED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM z :HORD ® 24' o.c.: SIMPSON LUS26. SEE SIMPSON CATALOG 0-2000. E� V A O tx A *W a a W tW , w W6X6a THIS DWG'PR`EPAREO FROM 'COMPUTER 'INPUT (LOADS'i DIMENSIORS) SUBMITTED BY -TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC m 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. L---2 -0 -O---J L -S -z -0 - a--4 J 1TE COMY p; I_ B-0-0 _I_ 8-0-0 _i 16-0-0 Over 2 Support 'b cp ANG ®EPARTMEN' R-2984 W-5.5' R-2984 W-5.5' �V SEW D . PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA - 1 - - F Scale —.3750/Ft. I c 0 o N OO ' c ti ALPINE P I N E 'AlowlEll.0 --WARMING-- MISSES REQUIRE EXTREME BART It FARRATION. NARDLINO. SNIPPING. INSTALLING AND euC1NG. REFER TO 011-1I (NAIDLING INSTALLIRG AND MACIAS). PUBLISHED Of TF1 (TRUss PLATE 1.STITITT. sea D•ORO►AID DR.. SUITE EDD. MADISON. RI f31191. FOR SAFETY n►CTICIS PRIOR TO PERFORMING TRIS[ FUNCTIONS. NNLESS OTHIRNINt INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS. BOTTOM CNURO SMALL NAV[ A PROPERLY ATTACHED MIQID COILING. •.IMPORTAK.. FURNISH A COPT 0► THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINIINED PRODNCTS, INC. SMALL NOT RE REf►DNSIRLt FOR AMT DEVIATION FROM THIS DESIGN: ANY FAILURE TO Blit ne TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING. HANDLING, SHIPPING. INSTALLING AN GO COINS Of TRDSMS. THIS DESIGN CONFORMS WITS APPLICABLE PROVISIONS Of NDS (RATIONAL DESI sf[elrleATION PUBLISHED IT TB[ AMERICAN SOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE Of 20" ASTM A653 AR40 GALT. STEEL. [KEPT AS NOTED. APPLY CONNECTORS TO EACH FACE Or TRUSS. AND 91LESS OTNERWISE LOCATED ON TRIS DESIGN. POSITION t00ECTORS PCR DRANINGS 160 A -O. TRI SEAL OR THIS CHARING INDICATES ACCEPTANCE Of PROFESSIONAL ENGINEERING RESPONSIBILITY COMPONENT FOR ANYLELY PARTICCUULAR BBTLDINTHE MVSS 8 3OTA[TDESIGN SAM. ItSPOSSIO1ILITf OF TOE BUILDING DESIGGNNER. PSE ER MIS ANSIFT►I 1.1995 SIMON 2. pIW w �l pl' ♦ Aug OS Z00 ,,pp '� y TC LL 16.0 PSF T C DL 10.0 PSF BC DL 7.0 PSF BC LL " 0.0 PSF TOT.LD. 33.0 PSF REF R427--77712 DATE 08/07/00 DRW CAUSR427 00220008 CA -ENG TSB / GWH SEAN - 21795 OUR .FAC . 1.25 FROM GA SPACING 24.0' (s LM0804-BERGER / SHERWOOD - C1 18' SCISS) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L $1 WEBS 2x4 OF -L Standard -� PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC. BC @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. a I - CV C-7 Cn L17 C= W4X4 Em W1.5X4 s W1.5X4 i-= e 6 c� �-' 111, 15:11,6 ma 0 -Ax J` IM. 3 3 A. w :w W2.5X4 (A1) s W2.5X4 (A1) w z w - z )c2 0 OiJ �2 o -awl Q 9-0- 9-0-0 18-0-0 Over 2 Supports R-698 W-5.5' R-698 W-5.5' T1. N PLT TYP. Wave TPI -95 R Desig. Criteria: TPI STD •YARNING•• TRUSSES REOOIRE EITRENE CARE IN FASO KATION. NAROLIN6. SHIPPING, INSTALLING AND IRS.O INSTITUTE. S03 D-OKOFR10 011 TO 010-01 1... SUITE 200, HANDLING A11116 AID MADISON. VIRAC$3719).PUFORSHED 01 TPI SAf[TT PRACTICES USS PRIORATo O PEAFORMINO THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL RATE 1211ULY ATTACHED 0 STRUCTURAL PANELS. BOTTOM CHORD SMALL HAVE A PRO►FRIT ATTACHED RI8I0 CEILING. [V .*IMPORTANT*- fURNISM A COPT 0► TBI& DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ERGINEERED PRODUCTS, INC. SBAII BUT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: All FAILURE TO BUILD TME iRWSSES IB CONFORMANCE VITO TPI; OR FABRICATING. HANDLING, SHIPPING. INSTALLING AND ALPINE BRACING Of nBitEi. THIS DESIGN CONFORMS WITH APPLICABLE P40VISIORS OF RDS (RATIONAL DESIGN - SPECIFICATION'PUBLISHEO By THE AMERICAN FOREST AHD PAPER ASSOCIATION) AND TPI. ALPINE V CONNECTONS ARE MADE OF 20GA ASTM A6$3 BRAD BALI. STEEL. ETCEPT AS NOTED. APPLY CONNECTORS TO O EACH FACE OF TRBSS. AND UNLESS OTHERWISE IOCATED ON THIS DESIGN, POSITION CORRECTORS ►E0. DRAWINGS 160 A-1. THE SEAL O0. THIS DRAVIRB INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING Alpbw Ea&m d p yt I� RESPONSIBILITY SOLED FOR THE TRUSS COMPONENT DESIGN SMOYI. THE SUITABILITY AND USE Of THIS S-rfimwl14 CA 4SB?�$' COMPONENT FORJIT PARTICULAR BUILDING IS TME RESPONSIBILITY 0► THE 8911.910.0 OSIOIEN, PER ANSI/TPI 1.1965 SECTION 2. +8-0-0 c I JIU rrE COW" `roe,' PSG ®EPA 04, .y APPROVELD" CA - 1 - F Scale —.250/Ft. TC LL 16.0 PSF REF R427--46342 TC OL 10.0 PSF DATE 10/04/00 BC OL 7.0 PSF DRW CAUSR427 00278014 BC LL 0.0 PSF CA -ENG TSB/CWC TOT.LD. 33.0 PSF SEON - 25716 DUR.FAC. 1.25 FROM GA SPACING 24.0° SHER0804-BERGER SHERWOOD - CIA 18' SC1SS W TAIL [TOP CHORD 2x4 DF -L #1 9OT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard 00 ELATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. THIS DWG PREPARED FRDM COMPUTER INPUT (LOADS a bIMENSIbHS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC. BC 0 72.00" OC. W4X48 DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. [) Ea C 16 0-4-15 +8-0-0 • �>'�U i T E COI 1 4-2 -0 -off ' N. 8-10--> .:.. R-702 to -5.5- 17-10-8 Over 2 Support PROVED R-582 M-4 .=. PLT TYP. Wave'TPI-95 R Design Criteria: TPI(STD) CA - 1 - - F - Scale —.375 -/Ft. G O O N _ c ti A L PINE '•� "-BAwme>dq CA 958M --RARNIAG-- THISSES 119910E EITRERE CARE IR FABRICATION. HANDLING. AIIP►IMG. INSTALLING ARID BRACING. BEIER TD 0IN-11 (LADLING INSTALLING AND ARACI, PHIBLidREo By TPI (TRUSS FL 11 LASTITUTE. 507 D•oN0ru0 BR.. SUITE too. HADISON. B1 57119). FOR SAFETY PRACTICES PRIOR 70 FIRFORHINO TMESE FOHCT1013. INLESS OTHERWISE INDICATED, TOP CHORD !BALL RATE PROPERLY ATTACMED ST41CMAL PANELS. BOTTOM CHORD SMALL RAVE A PROPERLY ATTACHED RIGID CE1010. IMPORT NT-- FOR NISo A COPY OF THIS 011101 TO TIE INSTALLATION CONTRACTOR. ALPINE EIBINEENID PRODUCTS, INC. SRALL IOT II It SP01SIBLE FOR ART DEVIATION FROM THIS DESIGN; ANY FAILORE TO 113Ilo TME TROSSIS IN CONFORMANCE WITH TPI; OR FABRICATING, MAULING. SHIPPING. INSTALLING AMD BRACINA of THOSSES. THIS DESIGN CONFOAM3 VITH APPLICABLE PROVISIONS 0► ADS (NATIONAL DESIGN COVIECTUSSIARE We OF 20GATISETAMERICAN07 ORAD OILY. STEEL. EXCEPTIASION) AND NOTED. TPI. ALPINEAPPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS 013161, POSITION CONNECTORS PER DIANIRGS 160 A•1. THE SEAL ON THIS URAVING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR TRE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY PARTICBLAR BUILDING IS TAE RESPONSIBILITY OF THE BUILDING DESIGNER. PER YSI/TPI 1.1005 SECTION L _ w � Aug 08 2000 * �, CARL- ¢� TC LL - 16.D PSF TC DL 10.0 PSF BC DL 7A PSF BC LL 0.0 PSF TOT. LD . 33.0 PSF REF 1427--77714 DATE 08/07/00. DRW CAUSR427 00220010 CA -ENG TSB / G W H SEON - 21801 DUR. FAC. 1.25 FROM GA SPACING 24. 0 . 0 ER0804-BERGER SHERWOOD - CID 18' SC TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 MESS 2x4 Df -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE' 7.3.3 THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) SUBMITTED BY TRUSS NFR ** THE MAXIMUM HORIZONTAL REACTION IS 990.64# ** IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00' OC, 8C @ 72.00" OC. "- <<DRAG TRUSS>> TRANSFERS 45.00 PLF ALONG TOP CHORD THROUGH TRUSS TO DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ISUPPORT(S) WHERE INDICATED. DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED c�TBY ENGINEER OF RECORD. cn L17 o - z W4X4 W1.5X4 Ea W1.5X4 B 6F V o W6X61m rn�. 3 3 A— t A C=1 C34 W4X4(F1) s W4X4(F1) a z c� z - �^, L.2 -0-c. j y z l .22-o-oaJ 18-0-0 Over 2 Su --� I pports R-951 W-5.5" Rh -991/-991 R-951 W-5.5" ct. Ln N PLT TYP. Wave TPI -95 R Desi n Criteria: TPI STD 1 '•MARMING•• TRUSSES Rf0U1N[ EXTREME CAR[ IN FABRICATION, HANDLING. SNIPPING, INSTALLING AND BRACING. REFER TO 810.01 (HANDLING INSTALLING AND BRACING). PUBLISMED BT TPI (710SS PLATE E O' INSTITUTE. $93 O'OAOFR fO DIt SUITE L00. MADISON. MT 53719) i0R SAFETY PRACTICES PRIOR f0 r O PERFOAMINO THESE FUNCTIONS. UNL[SS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPEALV ATTACHED �1 O '• STRICTURAL PANELS, BOTTOM CORD SMALL NATE A PROPERLY ATTACHED ALGID CEILING. 1 CV ••IMPORTANT— FURNISH A COPY 0► THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE IRGINEERED O PRODUCTS. INC. SHALL NOT 0E RESPONSIBLE FOA ANT DEVIATION FROM THIS DESIGN. ANT FAILURE TO AOILD THE TRUSSES 10 CONFORMANCE WITH TPJ: 01 FABRICATING, BANDLINB. SHIPPING. INSTALLING AND ALPINE ONACI NO OF TRUSSES. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL D[SIGN SPECIFICATION PUBLISHED By TME AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADt 0► 206A AST" A6S3 6040 GALI. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO V - EACH FACE Of TRUSS. AND UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION CONNECTOR V S PE0. w�A 01AYIBGS LBO A•I. THE SEAL ON THIS CRANING INDICATES ACCEPTANCE Of PROFESSIONAL EMGINEEAING CN jqD RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SOITABILITY AND USE OF THIS S:aNmtatD` Cq gSB28 COMPONENTFOR ANY PARTICULAR BUILDING 15 THE RISPOSSIBILITT Of THE BUILDING DESIGNER, PEA G AAsl11P1 1-12AS SECTION t. (�8-0 -0 C i) dW ITE COW I WNG ®EPA EN.- PF'OVED CA/ -/1/-/-/-/F TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF 8C LL 0,0 PSF TOT.LD, 33.0 PSF DUR-FAC. 1.25 SPACING 24.0" Scale—.25"/Ft. REF R427--46343 DATE 10/04/00 DR W CAUSR427 00278015 CA -ENG TSB/CWC SEON - 25718 FROM GA (SHERU9U4-BERGER SHEkWUDD - C2 18' I TOP' CHORD 2x4 DF -L $1 -RIOT CHORD 2x6 DF -L SS WEBS 2x4 DF -L Standard :W3. W4 2x4 DF -L #1: Lt Wedge 2x4 DF -L Standard::Rt Wedge 2x4 OF -L Standard: ?:.ELATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. AIDITIONAL LOADS PER TRUSS FABRICATOR � !C - From 448 ALF at 0.00 to 448-FLF at 18.00 CV o 1ECOMMENOED CONNECTION FOR TRUSSES FRAMING TO THE BOTTOM z CHORD @ 24' o.c.: SIMPSON HUS26. SEE SIMPSON CATALOG C-2000. F v A a W7X6 (Cl cA.. Ta w . a w w z z W3X1O(C8) w w z., THIS'DWG PREPARED 'FROM COMPUTER -INPUT-(EOADS It -DI HENS] OIISj•iUBMiT--TED BY TRUSS MFR. • • - IN LIEU OF OR RIGID CEILING USE PURLINS: TO BRACE BC @ 72.00' OC DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. Cz W5X12- :8) a W3X10(CB) - a I 9-0-0 I 9-0-0 _1 18-0-0 Over 2 Supports- 0-4626 W-5.5- i • PLT TYP. Wave'TPI-95 R Design Criteria: TPI STD ---.--NMNI16-- TRUSSES A[OV1RE EXTREME CANE 11 FAIRICATION. HANDLING, SNIPPIIN. INSTALLING AND O BRACING. WE TO 118.91 (HANDLING INSTALUB6 AND DANCING), PUBLISHED DT TPI (TRUSS PLATE OLJ�NN�� � W O INSTITUTE. 5q O'O%FRIO DA.. SUITE 100. RAOI SON. A 53M). FOR SAf[TY PRACTICES PRION TD G PERFORMING TRES[ faKTIONS. MISS OTHERVISE INDICATED, TOP CNOID SMALL HAVE PROPERLY ATTACHED N STRWTUAAL PANELS, BOTTOM CMD SNALI NATE A PROPERLY ATTACHED RIGID CEILING. --IMPORTANT-- F0111SH A COPT OF THIS 099101 TO THE INSTALLATION CONTRACTOR. ALP11E ERCINL[AID � PRODUCTS, INC. STALL NDT BE RESPONSIBLE FOR ANS DEVIATION FROM THIS DE316B: ART JAILORS TO ALPINE BUILD TIE TRISSES IN CDOFORIUKE NITS TI -1: OR FABRICATING, NAIDLIBG. SHIPPING. INSTALLIIG AND 09411180941118 Of TRESSES. THIS DESIGN COIFORMS KITH APPLICABLE PROVISIONS OF BOX (NATIONAL DESIGN CJ's SPECIFICATION PUBLISHED IT TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ♦ A g O8 2 Q 000 ,� BA CONNICTOIS ANE MADE OF [DASIR A651 6RB0 GUY. STEEL. EICEPT AS NOTED. APPLY CONIECTOIS TO EACH FACE Of TRUSS. AND UNLESS OTIERIISE LOCATED 0H T11S DESIGN, POSITION CONNECTOIS PER ,lam p5 -UN/NSf 160 A•1. THE RAL 01 INIS DRAYIIS IRDICA715 ACCEPTANCE OF PROFESSIONAL ENGINEERING yw �6 A1,,1oo -^- Em R[RONS IIIIITT SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AAD USE OF TNIS ':P�mCg A '�'6""^'-^- CONTO1III Pod ANY PARTICULAR BUILDING 13 THE RESPOISINILITY OF THE BUILDING DESIGNER, PER 8xvosi4G95M ANSI/T►1 1.1995 SECTION I. --_-- -0.8-0-D a -TE COW I R-4626 W-5.5 TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.0 PSF BC LL; 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25' SPACING 24.0' Scale-.375•/Ft. REF R427--77717 DATE 08/07/00 DRW CAUSR427 00220013 CA -ENG TSB/GWH SEON - 21826 FROM GA SREIf0B04-BERGER SHERWOOD - D1 24' TSC TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard Cr ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I cti rn N O z W2.5X4 W1.SX4 6r E~ - V O • A O ' A a W5X6n W2X6 (Al) a .w z z w THIS OVG PREPARED FROM COMPUTER INPUT (LOADS 8 DIMENSIONS) -SUBMITTED BY -TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00" OC, BC @ 72.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4- W4X4(h1) 8 —01 7 -4-8-0-0 V=3 Ld-O-OaJ L*2-0-OD■J -0-0 12-0-0LTE C 8-9-8 7-4-8 7-10-0 24-0-0 Over 2 Supportsv'OWOLDJNG DEP TM . R-896 W-5.5' • R-896 W—S.5' r) CA/ -J1/ -/-/-/F 25• TC LL 16.0 PSF TC DL 10.0 PSF 8C OL 7.0 PSF 8C LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 Scale — Fr b. REF R427--77715 DATE 08/07/00 DRW CAUSR427 00220011 CA -ENG TSB/GWH SEAN - 21809 FROM GA PLT TYP. Wave TPI -95 R Design Criteria: TPI STD p••WARM106^- O O TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING. INSTALL116 ANN GRACING. REFER TO 813.91 (RANDLIN6 INSTALLING AND BRACING). FIVILISNEO BY TPI (TRUSS PLATE INSTITITE. BBS O'ONOFRIO DA.. SUITE 200. MADISON. BY 53719). FDR SAFETY PRACTICES PRIOR TO _ PERFORMI16 THESE FUNCTIONS. BILESS OTMERWISE INDICATED. T0P CHORD SHALL BAY[ PROPERLY ATTACHED OLr W. N STRICTINAL ?AXEL$. BOTTOM CBOBO SHALL'NAVE A PROPERLY ATTACHED 41610 CEILING. ISI OF THIS THE AAllNEFAYLUREETOO CD DEVIATIONLATION FROM THISCONTRACTOR. NOTABEOPY PRODUCTS, INC. SHALL RESPONSIBLEOFORGBANY OESION. 5 Q BtlILD T09 TRUSSES 11 CONFORMANCE WITH TPI: OR FABRICATING, HANDLING. SNIPPING. INSTALLING AN ALPINE BRACING OF TRUSSES. TRIS OISIGN CONFORMS WITH APPLICABLE PROVISIONS OF LOS (NATIONAL DISI SPECIFICATION PUBLISNED IT THE AMERICAN FOREST ASO PAPER ASSOCIATION) AND T►1. ALPINE CONOECTORS ARE MADE OF 109A ASTM AGSS GRAD GALT. STEtL. EXCEPT AS NOTED. APPLY CONNECTORS TO * Ug 08 e ��11,,,, �...,.,.,,.,t "9'� ""a"""""'��. SRQ G 9SR?8 EACH FACE OF TRUSS. AND all ESS OTHEAWISE LOCATIO 01 TRIS DESIGN. POSITION CONNECTORS PER DRANIItstoBGS 160 A-1. 711 SEAL 01 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL [N6GEE1110 COMPONENTILITT FOR ANTLELY rat I'd TROSS PARTICILAR BDILDING [S IIIT913161 RESPONSIBILITY Of 701 BUILDINGIDESIGNER PER THIS ARSE/TAI 1.1993 SECTION t. y j R-896 W—S.5' r) CA/ -J1/ -/-/-/F 25• TC LL 16.0 PSF TC DL 10.0 PSF 8C OL 7.0 PSF 8C LL 0.0 PSF TOT.LD. 33.0 PSF DUR.FAC. 1.25 SPACING 24.00 Scale — Fr b. REF R427--77715 DATE 08/07/00 DRW CAUSR427 00220011 CA -ENG TSB/GWH SEAN - 21809 FROM GA �4 (SHE68044666/ SHERWOOD - 02 24' COMN) TOP CHORD 2x4 DF -L #1 —'{OT CHORD 2x4 DF -L #1 \ WEBS 2x4 DF -L Standard 0 ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 11. I rn N 0 a A w TY. w :w z _C23 :w_ - r -3 V=3 Q, 7 O 0 N m THIS DWG PREPARM FROM -CORP UTER-TRPUf (LOADS 3-VIHENS70NST SUBMITTED BY TRUSS HPR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24.00. OC, BC @ 72.00' OC. DEFLECTION MEETS L/240. -OO LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4x4 W"lx6(A1) All W2.5X4Ga ncAotAl) — LN,2-o-ca.1 _ Lg2•o-ois) ���i� • 1 12-0-0 , 1, 12-0-0 _1 ';p:4} i � RTMW 24-0-0 Over 2 Support - R -896 W-5.5' I pp R-896 M-5.5' PLT TYP. Wave TPI -95 R Uesi n Criteria: TPI si •-MRNING•• TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING. INSTALLING MD BRACING. REFEA TO 819.91 (HANOLIAC 39STALLIES MMA D CING). PNBLISHED BY TPI (TANIS PLATE INSTITUTE. 587 O'OBOFRtO DR.. SITTE t00. RADISON. WI SMB). FOR SAFETY PRACTICES PRIOR TO FrAfOMING TNISi FUICTIONS. WILESS OTMENWISE INDICATED. TOP CHORD SNALL HAVE PROPERLY ATTACHED STRUCTURAL ►MELS. BOTTOM CHORD SMALL NAVE A PROPERLY ATTACHED 11910 CEILING. •IMPORTANT— FURNISH A COPY OF THIS DESION TO THE INSTALLATION CONTILAMOH. ALPINE ENGINEERED •/tWUCTS. INC. SHALL NOT It RESPONSIBLE FOR MY KVIATIOR FROM THIS DESIGN; MT FAILURETO / BGILD THE TRBSSIS IN CONFORMANCE NITN TPI; 01 FABRICATINS, BANGu NG. SHIP►INO. INSTALLING ARDe ALPINE BRACING OF TBOSf[3. i0t3 DESIGN CONFORMS TATS APPLICABLE PROVISIONS OF ODS (NATIONAL DESIGN S/ECIFICATIOR ►UGI ISN[D OT THE AMERICAN /OA(Si AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF EDDA ASTM A633 U40 BALI. STEEL. EICIPT M NOTED. APPLY CONNECTORS TO EACH FACE OF TRBSS. AND URE33 OTEERHISE LOCATED 0E THIS DESIGN. POSITION COIHECTORS PER ORMINCS 180 4•1. TRE SEAL 03 1915 DRAWING INDICATES ACCEPTANCE 0► PROFESSIONAL ENGINEERING *p'1Q FjWooffod p, -M, _'_ I= RES►ORSIBI►ITY SOLELY FOR THE THIS$ COMPONENT DESIGN SHOW THE SUITABILITY AND 931 OF THIS 8aonmeatq CA 9582$ cam? BEST FOB ANY PMTICOLM BDIl0lE4 IS THE RESPOtSi.11lTV Of THE BUILDING DESIGNER. PER MSIFTII 1.1096 SECTIOI t. CA - 1 = - - F Scale —.250/Ft. ?2:000 TC LL 16.0 PSF TC OL 10.0 PSF BC DL 7:0 PSF BC LL 0.0 PSF TOT.LD. 33.0 PSF REF R427--77716 DATE 08/07/00 DRW CAUSR427 00220012 CA -ENG TSB/GWH SEAN - 21817 DUR.FAC. 1.25 FROM GA SPACING 24.0' 1 - . R 7 (D(lknown - D2A 24' CONN) TNIS'D116 PREPARED FROMCOMPUTER INPUT'(LOADS & DIMENSIDtIS)'SUBMITTED BY•TRUSS MFR. ITOP CHORD 2x4 DF -L #1 IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: ROT CHORD 2x4 DF -L #1 TO BRACE TC @ 24.00. OC. 8C @ 72.00" OC. WEBS 2x4 DF -L Standard NDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. ILATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF 9C LIVE LOAD PER UBC. c --s rn N O z W04e H v 0 0 :o a a -�, 0-5-0 'xa W2X6( •w 'z W2. 5X4 Ea WZX6 (Al) - C.5 z w I_ 11-10-6 12-0-0 J 23-10-6 Over 2 Support R-780 - R-899 W-5.5" PLT TYP. Wave TPI -95 R Design Criteria: TPI(ST ••YARNING'• TRUSSES REQUIRE EXTREME CARE IN FABRICATION, RUDLINC, SHIPPING. INSTALLING AND C=31 $RACING. REFER TO HtNa1 (HANDLING INSTALLING AND IRACIXG). PUBLISHED 61 m (TRUSS PLATE C 1H STI TOTE. In D'ONOFRIO OR., SUITE 200, MADISON, UI S3119). FOR SAFETY PRACTICES PRIOR TO C� _ PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD S11ALL RATE PROPERLY ATTACHED N STROCTNNAL PANELS. BOTTOM CNOtD SMALL HAVE A PROPERLT ATTACKED RIGID CEILING. ••IMPORTANT" FOU138 A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE ENGINEERE PRODUCTS. INC. SHALL NOT It RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE T E BUILD TME TIOSSEI IN CONFORMANCE WITH ITT. OR FABRICATING, HANDLING, SNIPPING. INSTALLING ca A L P I N E BRACING 0/ TttlftE3. 78111DLSItA CONFOAMS NITe Af Pl7CAtlt fR0Y13IONS OF /03 (UITIOMAL $ESI N SftCIFICATT01 PUBLISHED UT TIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TF1. ALPINE CONI[CTONS Y[ MADE OF tDNA ASTM A633 6R40 BUT. Si[[l. [[CE►i AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS. AND UNLESS OTHERWISE LOCATED OR THIS DESIGN, POSITION CONIECTORS PER DRAWINGS 160 A.I. THE SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING A S�(qL. p�,,;"�,1 p.,,,A.,r,,, RESPONSIBILITY SOLELY FOR TIE TMNSS COMPONENT DESIGN SNOWA. THE SUITABILITY AND USE Of TRIS + U"'C �9"�"'�" - CONFONEBT FOR ANT PARTICILAR BUILDING IS THE AESFOISIBILITT OF THE BUILDING KNIGHTS. PEN ANSI1 P1 l•IUBS SECTION 2. +8-0-0 &U FTE COUNI :� LUNG ®SPA � �: NUVEn Scale-.25•/Ft. REF R427--17718 DATE 08/07/00 DRW CAUSR427 00220014 CA -ENG TSB/GWH SEON - 21828 FROM GA W.9 TC LL 16.0 PSF TC DL 10.0 PSF BC DL 7.10 PSF BC LL - 0.0 PSF Aug OB 2000 TOT.LD. 33.0 PSF CMI. gyp OUR.FAC. 1.25 QF SPACING 24.0" Scale-.25•/Ft. REF R427--17718 DATE 08/07/00 DRW CAUSR427 00220014 CA -ENG TSB/GWH SEON - 21828 FROM GA o i (S f RO804-BERGER / SHERWOOD - D2D 24' COMN) TOP CHORD 2x4 OF -L #1 BOT CHORD 2x4 OF -L #1 WEBS 2x4 DF -L Standard c- s - -21LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. i10 PSF BC LIVE LOAD PER UBC. N C—� co L27 C= z v A - O CY. 0-5-0 'A W4X4(, w .a w .z W4X4 a THIS ONG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR ** THE MAXIMUM HORIZONTAL REACTION IS 1040.97# ** IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC @ 24,00` OC, 8C @ 72.00' OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. <<DRAG TRUSS>> TRANSFERS 40.23 PLF ALONG TOP CHORD THROUGH TRUSS TO SUPPORT(S) WHERE INDICATED, DIAPHRAGM AND CONNECTIONS ARE TO BE DESIGNED BY ENGINEER OF RECORD. N2.5X4 Ea N4A4 (AL) IS z L.2-0.0aJ ice: L� 11-10-6 I 12-0-0 I 23-10-6 Over 2 Supports R-1023 Rh -1041/-1041 R-1184 W-5.5` PLT TYP. Wave TPI -95 R N Desi n Criteria: TPI S' ••YARNING•• TAOSSES REOUIRE EXTUMI CARE IN FARRICATION, HANDLING, SMI►P If O, INSTALLING AID C I:STITQTE.0.tFER TO RID -91503 D-OIOFRIO DRtl. SUITE 200. HAOISON.OY1�C53719).PUFO (NED BY TPI SAFETY PRACTICESROSS PRIORPRIORATE To O PERFORMING THESE FUNCTIONS. UILESS OTHERIISE INDICATED, TOP CYORO SMALL HAVE PROPEALY ATTACHED C= STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED A14110 CEILING. CV ••IMPORTANT•• FURNISH A COPY OF THIS DESIGN TO TBE INSTALLATION CONTRACTOR. ALPIMC I INEEIEO PIODUCTS. INC. SMALL NOT BE RESPOISIBLE FOR ART DE►IATION f0.0H THIS OESIGMI MT FAILURE TO d� ALPINE BUILD THE US TRUSSES I1 CONFORMANCE WITH 701: OR FABRICATING. HANDLING, SHIPPING, INSTALLING AND BRACING OF TASES. THIS DESIGN CONFORNS MITI APPLICABLE PROVISIONS OF IDS (RATIONµ DESIGI SPECIFICATION POOL FSHED BT T1E AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE ' CONNECTORS ARE MADE OF 204► ASTM ASS3 G440 GALT. STEEL. EXCEPT AS NOTED. APPLY CONNECTORS TO V EACH TACE Of T11OSS, AND UNLESS OTNERNISE LOCATED ON THIS DESIGN. POSITION CONNECTORS PER O DBAN1N6f 180 A•2. THE SEAL OB THIS DIANIIS INDICATES ACCEPTANCE OF PROFESSIONAL ENGIBEEMIN6 AW.B( CM � CI CM, SOLELY FOR THE TRUSS COMPONENT DES161 SHOWN. THE SUITABILITY AND USE OF THIS COMPORENTFOR ANY PARTICULAR BUILDING IS THE AESPOISIBILITV OF THE BUIIDIIG DESIGNER, PER ANSI ITPI 1.1995 SECTION 2. T--0-0 PROVEn CA - 1 - F Scale =.25" Ft. •TC LL 16.0 PSF I REF R427--46344 TC DL 10.0 PSF DATE 10/04/00 BC DL 7.0 PSF DRW CAUSR427 00278016 BC LL 0.0 PSF CA -ENG TSB/CWC TOT.LD. 33.0 PSF SEQN - 25722 OUR.FAC. 1.25 FROM GA SPACING 24.0" r� 11 BUILDING DIVISION COUNTY OF BUTTE s DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILCE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO Agricuftural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. 017a - O30 ` oo3 ZONING /LR 5" OWNER SVII fiLE'{ K . S �4E�t,000� PHOS NO. _ 52 OWNER'S ADDRESS ;L03' ivle COUP-i-OSEVILLA-r CA gsz,e1 LOCATION OF BUILDINGj ko m.a.�A q �C7 O tri)G 1 L.0 , S (oCv dddUAd USE OF BUILDING [3 AJ ' SIZE OF STRUCTURE �f ' � X _ �'� SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify)OW buck �-m O&Dl TYPE OF IDING ROOF COVERING FLOOR TYPE /b1-f)C 'D STt=�L CE; MCN ESTIMATED COST OF CONSTRUCTION $—/04 ODO AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: t t 5s"''`� �'� FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. 1 declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Signature of Owner The above described AG Building is exempt fro a Wing permit. Ft?6D PAR LJ P.D I R069 46 (n Date 1A /qq Permit Fee - 160.00 Receipt o. Manager BuildingZ;nD� ByDate 7 6� White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant I E.H. USE ONLY Plot Plan Attached Floor Plan Attached Sant to B.O. 8-0 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Own r Locati n AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance fo2E-PAwelling. Othe*D�Ckr- lrn Hold final for: Final clearance O.K for: -- -- NOTE "�'`", " r` ,,,,'' '„ „ �Ca,�S'``c>`TF'-., C Environmental Health SpecigIfist 8/96 Date T, Planning sksl Tuesday, February 22, 2000 APPROVED Butte County Environ ta l/Health ---- 7�7 _Date 0��✓//� ,RSc57 `32 a ❑ APPROVED 4/2 Z2 aOO q7r CONDITIONALLY APPROVED V REIIII..S////OLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: C�/t.� 1` y"7 V. �( Date: `7 — 6 --ol ) Genera/Information C AP#: Owners Name: uh 2 J/ t-� /( u���� Parcel Acreage: Owners Address: - Building Site Address: f vU Properlylnf0r777aN011 Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic Well ❑ Other Zone District: General Plan: Use Permit: Parcel Is In: Date of Zoning Ordinance: Development Agreement: Variance: Land Conservation Agreement M1 No ❑ Yes, check use' Minimum Acreage: 2-2g-gtj Nitrate Action Plan JkNo ❑ Yes Violation Area ❑ No ❑ Yes Specific Plan It No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone S No ❑ Yes, check use Floodplain aNo ❑ Yes 1 Zone: X1 Panel Number: 0821 C— M No ❑ Yes Watershed Protection Zone Proposed Use Complies With: 2 General Plan 0 Zoning Fire Prevention Proposed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit Commercial/IndustrialLMulb-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: ❑ Accessory Building Use Zoning Code Street & Highways Fire Prevention Subdivision Ma Front Side O Side street Rear v J uo�.,hr 4? Environmental Health Issues: as Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes Land Development Review: Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Parcel Created by: F1 Deeds Date of Creation: F&' 5 No Legal Access Provided: ❑ ®Yes Deed Reference: /3 !rd a2 f5O Legal Access Required: ❑ No ® Yes / Parcel Frontage on Publicly Maintained Road: ❑ No N Yes, Road Name: 014yai L c E' Q(// NC Complies with County Standards for Deed Creation: ❑ No S Yes S2 /6 Z Comments: ssc-fs".ti ❑ Map Date of Recording: Lot: Block: Book: Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access Z Provide Creation Deed ❑ Comply with condition noof conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: AIO 1NUM013A30 ONVI 3.Une J0 UN600 OOOZ 9 0 add W-1-For Date �/ �I Time q " hp ile, YbLvWere Out M Of ' - . Phone —�] ,j AREA CODE NUMBER EXTENSION 4 Telephoned Came To See You ❑ Returned Your Call ❑ Please Call Will Call Again ❑ Wants To See You ❑ Message ,� —03 3 � .. 3 V 4 Ulu Ginned 9711 r" ADAMS BUSINESS FORMS APR.k25 00 (TUE) 1058 FIDELITY TITLE TEL:916 533 1526 P. 001 _. Fidelity National Title INSURANCE COMPANY FACSIMILE TRANSMISSION DATE: � �f TIME:- TO: IME:TO: YOUR FAX NO..: �g V FROM: h%j( ;<t OF PAGES: (INCLUDING COVER PAGE): � `n RE: ) `t' ru MESSAGE: i (� l� -41 (`�-n 1 Ula PLEASE NOTE: In the event any of these pages require an ORIGINAL SIGNATURE, Please xerox the fax transmittal page(s) and sign on the PHOTO COPY and return to us with the original signature. RECEIVE® APR 2 5 2000 COUNTY OF BUTTE LAND DEVELOPMENT DIV. 475 Oro Dam Boulcvard, Suite A • Orovillc, Califomia 95965 • Telephone:. (530) 533-5511 - Fax: 630 ) 533-1526 iYP1 25'_00 (TUE) 10:58 FIDELITY TITLE "•i•r`�;Qf: City Road ov!ll:, Call.fornxa TEL:916 533 1526 It: Ar iH_ Ku� rf C1`1OfTY Til LE CO. / 0r. �•g1. pL-:.. 41 1..� 1. '.• Grant Mtfb (individual) 1•ur ,•..fur tt. ci. en sT('3- ': N' M. MORK (SSE) AMI IIF.IXN P. MOkkI - V. I. i .. l„ f.- J t.it1\1 l.. IRENE C. WHITE II I - � .JI .hat n•.t! I•a.l.•I'n >iTuat.• in tla. it A portion of the Wast half of the Soatbwast Qaartak of the Northeast Qaertar !I of Seatton .18. Township 19 North, 4nge S bast, 11. D. B,b X 40441ribed as follotmsl Bsgtaafop *t a point in the South line of sold Meat halt, distant Sonth 896 09t Leet 78,12 feet f[On the center Quarter corner of sa14 Statics 18. said polar j. b9lcg also a pofet in the cast line of the 0761ille Wyandotte Irrigetlee Dlstrlot access reads thenet along said access read. Cast line, North 336 09' lest 61.32 fonts thence North 59' 36' cast, 93.40 feet; thence North 636 07, Let 222,99 feet! iheeG* North 12. 21' Vast, 148.41 feet: thence North 320 46' Mist 110.33 Leets thane* North 290 22' test. 123.43 tests things RdT%b 25. 49' rest 111.02 facts thence Nertb 360 12' Ment, 187.16 feets thence North 430 41' rest 206.9T ! feet to A point in the test line of said Mast hall; thence leaving sold road North ! 0. 031 27' cast, 364.02 feet to the Northrsst corner of meld rest belt thence Soath 880 46' Rost, 661,47 feet to the Northeast corner or sold Wast half; thence Soath 06 02' 38` last, 1,919.04 feet to the Southeast corner of sold test half) theme* North 891 09' test 485.63 feet to the point of beginning_ SXCRMMG TIMOWRDN all that portion described In dead to the State of Cellfarnia dated July 1T. 1963 and recorded November 1Z, 1963 in Book "1279' of official &a..r4l page 668, records of Butts County, Collforoi*. I)aull February 10. ph or, .i i��l ,U •s rt .S� ./�•/Ail ';TATL OF CAUMIttilA II . 19-- 5tefO..,�r.rad undersigned _._.._........ . ... a P'oNry pttblr..,n oW Jor wld aleln,,pvrta+aIt crypt r; d..,, kelvin._X•.. ... Morrisspy and Helen P. W,) rrjaa;ey i .. .... .......... _......... .......Amo to o' to be I" vmaw. 9 A tnb910 ..r too un/Ale rtrrM'w, tad a9*40.ledard to J r y , .uMdit`R1�-f r... Ary oew,n�ue. as7nm„July 1, 1969 %,l%/.4.,:.11,�:�•. F.."'. Yo 14) 7 M. •uA i 'cY 14914'yot.'y ry t. - .my _ C*' * :. b1l I P. 002 EIVE® AIPR 2 5 2000 -BOUNTY OF BUTTE LAND DEVELOPMENT DIV. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 RECEIVED Phone: 916-538-7541 FEB 15 2000 BUTTE COUNTY RE: AVIRRRAIM24T PERMIT DATE: 2-9-00 A.P. # 072-030-003 With reference to the above subject: Attached is: Application for permit Mobilehome Utilities Installation Sheet Building Plans Mobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned:* Plot plans, 3/4 sets, signed by preparer of plans. Complete.plans, 3/4 sets, signed by, preparer of Flans.. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufa6turer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. .Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico,plumbing permit. Plot plan and'business license'. approval from City of Biggs/Gridley. Planning approval for Land Development _ (a) Improvements- (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50t subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: CONTRACT LAND DEVELOPMENT DEPARTMENT AT 538-7266. Should you -have:. any' questions concerning the above, please contact of this office. .T very M,/In / • . 14iblyael C./ Vieira, C.B.O. MCV:ahb Man ger, uilding Inspection l BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO Agricuftural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. O%a - 030 ` 003 / FL D ZONING r' R OWNER SNS PHONE NO. (cl IL, - 5-Sle OWNER'S ADDRESS ;LO; %XF-K COU 12r DSEUI LLJL- '194olo l (ISSUE LOCATION OF BUILDING ko ►��=� 1 'J L) iJvG' 4,l-Lo 17-5 J USE OF BUILDING SIZE OF STRUCTURE ' � ' �/ �, �J X _ �'� SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) 9 06 CK ST(✓EL LYll� TYPE OF ROOF COVERING FLOOR TYPE ZIDING We 2 6 TIEL Ct: MCNT" ESTIMATED COST OF CONSTRUCTION $ D, ODO AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: I _ �S �'0 I ct /M4"- FRONT ^"^"''`� SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date ��I� ��y Signature of Owner Permit Fee -:16:0.00 The above described AG Building is exempt fro (ding per it. Receipt o. Manager Building Division White —DPW, Yellow —Assessor, Pink — B. 1., Goldenrod —Applicant By Date FL D ROOF G (PARCEL (ISSUE Manager Building Division White —DPW, Yellow —Assessor, Pink — B. 1., Goldenrod —Applicant By Date of NE. /4 of SEC. /S i 19 N. R. ,`E. M.0 B. eA4 2661 289.10 I '=B4L� I oU/ivCY --- '^— — --- .--- ?,- •-�- i I of NE. /4 of SEC. /S i 19 N. R. ,`E. M.0 B. eA4 2661 289.10 I '=B4L� I oU/ivCY (R04 Z 2 !\ -- (: --_--%J--- N 00°06*49'"w 2645.24 to 1/4 CORNER _£Cr. -OV r8 - 02 THIS IS NOT A SURVEY THIS IS A COPY OF THE COUNTY ASSESSOR'S PLAT MAP AND IS PROVIDED SOLELY TO AID IN LOCATING THE LAND IN RESPECT TO ROADS AND OTHER PARCELS. FIDELITY NATIONAL TITLE CO. ASSUMES NO LIABILITY FOR ANY LOSS OCCURRING BY E A SON ON. OF RELIANCE 04 72-0,3 2 958.6 — -----L5-8 !,•646%r) - Assessor's Map No. 72-03 County of Butte, Calif. �l -V { t' k: *.r.. •i'r d.�tr. _*+y ti1� t.. �t � f. 'ty ti ., ...._L,....i aa9.. �W ., .:4, ..,... >-..� .... .& y,... .oy.:.. h ra__, . r_......... .. ,... s"_....._. _.. ...._. _ _ �.,.� _, _ .._.._... ....;i. .•�,. s_..... .. ._ _ ,._.,..., ..... ..._. .. .._ ., _ ... .. --- '^— — --- .--- ?,- •-�- 195.0, __—•oma500AC..��1' �23�N04o02'44•' C 7Co5004C. TZ 17s.o� "C5 23 AGPM 97-67 .Jy9N�4729.00 1 _ 312.63 - �� _?r9.Q'0--- ME ''- 1 � 4.9.43 , {5 '• ✓3B' 94 OSE 9 c b 13 V . O h i W: n !Jr ro4 h a �= C 5.01 AC. >1 O I 23 p 5.08 dC. 5.0! l,C. PM 97-531 I �g 0 3 240 260 5.014C m I` foo 2 �1 �1 F{ �o h i 1w I'c� t"., o. �,: a ( 4 IPM 89-60 �2 IPM 44-92' 1 i 393.05 160,00 5� 26 9.5 7 (R04 Z 2 !\ -- (: --_--%J--- N 00°06*49'"w 2645.24 to 1/4 CORNER _£Cr. -OV r8 - 02 THIS IS NOT A SURVEY THIS IS A COPY OF THE COUNTY ASSESSOR'S PLAT MAP AND IS PROVIDED SOLELY TO AID IN LOCATING THE LAND IN RESPECT TO ROADS AND OTHER PARCELS. FIDELITY NATIONAL TITLE CO. ASSUMES NO LIABILITY FOR ANY LOSS OCCURRING BY E A SON ON. OF RELIANCE 04 72-0,3 2 958.6 — -----L5-8 !,•646%r) - Assessor's Map No. 72-03 County of Butte, Calif. �l -V { t' k: *.r.. •i'r d.�tr. _*+y ti1� t.. �t � f. 'ty ti ., ...._L,....i aa9.. �W ., .:4, ..,... >-..� .... .& y,... .oy.:.. h ra__, . r_......... .. ,... s"_....._. _.. ...._. _ _ �.,.� _, _ .._.._... ....;i. .•�,. s_..... .. ._ _ ,._.,..., ..... ..._. .. .._ ., _ ... .. r Joint Protection Policy Order No. 101219 Policy No. 27-01-90.479514 7 EXHIBIT "ONE" A portion of the West half of the Southwest quarter of the Northeast quarter of Section 18, Township 19 North Range 5 East, M. D. B. & M., described as follows: Beginning at a point in the South line of said West half, distance South 890 09' East 78.12 feet from the center quarter corner of said Section 18, said point being also a point in the East line of the Oroville Wyandotte Irrigation District access road; thence along said access road, East line, North 350 09' East 61.52 feet; thence North 590 35' East, 93.40 feet; 'thence North 630 07' East 222.93 feet; thence North 121 21' East, 158.41 feet; thence North 320 46' West 116.53 feet; thence North 29° 22' West 123.43 feet; thence North 2510 49' West 112.02 feet; thence North 360 12' West, 187.16 feet, thence North 430 41' West 206.97 feet to a point in the West line of said West half; thence leaving said road North 00 03' 27" East, 364.02 feet to the Northwest quarter of said West half; thence South 860 48' East, 661.47 feet to the Northeast corner of said West half; thence South 00 02' 38" East 1319.04 feet to the Southeast corner of said West half; thence North 890 09' West 585.63 feet to the point of beginning. EXCEPTING THEREFROM ALL THAT PORTION DESCRIBED IN DEED TO THE STATE OF CALIFORNIA, DATED JULY 17, 1963 AND RECORDED NOVEMBER 12, 1963 IN BOOK 1279 AT PAGE 668, BUTTE COUNTY OFFICIAL RECORDS. Assessor's Parcel No: 072-030-003 2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 RE: AGRICULTURAL EXEMPT PERMIT A.P. # 072-030-003 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: 2-9-00 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned: Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet -signature on plans. HazardousMaterialForm Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufa6turer's installation instructions, 2 sets. Fees of,$ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: CONTRACT LAND DEVELOPMENT DEPARTMENT AT 538-7266. Should you have any questions concerning the above, please contact of this office. very t , is el C. Vieira, C.B.O. MCV:ahb �f%�/7/d� �� Man ger, uilding Inspection COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION County Center Drive, oroville CA 95965 _ Phone: 916-538-7541 RECEIVED -DEC .131999* RE':' agricultural; Exempt Permit $UTTE G�$�$1Ty December `7 1999 A.P. # - 072-030-003 BUILDING DIVISION with refererice to -the above subject: r i Attached is: Application for permit Building Plans Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Engineered Calculations Typical Plan Sheet Owner -Builder Verification Fm List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with allcopies returne Plot plans, 3/4 sets, signed by preparer of plans. d. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. :F.E':M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor,.architect or engineer. _ Sanitation and Plot -plan -approval City of Chico•plumbing permit. Health Department. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Irovements (b) Drainage. mp Driveway permit (approval of construction required rior toContractor's license information (No. Name Style, Class) or exemption) statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Should you have.any questions,concerhing the above, please contact of this office..'' very t MCV:ahb micryael C.1 Vieira, C.B.O. l�O44-t1�� Man ger, uilding Inspection COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, oroville CA 95965 Phone: 916-538-7541 RE: Agricultural Exempt Permit A.P. # 072-030-003 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: December 7, 1999 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: PLEASE DESCRIBE THE PROPOSED USE OF YOUR AG EXEMPT BUILDING. Should you have any questions concerning the above, please contact of this office. very t is el C. Vieira, C.B.O. MCV:ahb Man ger, uilding Inspection L/& " /, �-/ 71-11 r , � r ❑ APPROVED ❑ CONDITIONALLY APPROVED RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: l9 I — A G— Date: )-Z—.) 6 — `�1 Genera/Information AP#: d7 Z - 030- OO 3 Owners Name: S)A 111Z Lo K H C2 Vy ppb Parcel Acreage: �� A Owners Address: 20'? Q1L C.1 . 20ZZV) LLQ - LA 9 Sib j Building Site Address: 0 CO QV t Vyy 8mg-ettz Information Permit Type: Agriculture. Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Fire Prevention Zone District: A — Date of Zoning Ordinance: Front General Plan: A R Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: I 0 Nitrate Action Plan ® No ❑ Yes Violation Area 11 No ❑ Yes Side street Specific Plan 01 No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone 1j No ❑ Yes, check use ® No ❑ Yes � I Floodplain Zone: /i Panel Number: 082,q No ❑ Yes J 0 Watershed Protection Zone Heiqht Proposed Use Comolies With: 11General Plan 2 Zoning Proposed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Multi-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: Zoning Code Street & Highways . Fire Prevention Subdivision Ma Front 2S 4 91L - Side I 0 Side street Rear D J 0 Heiqht , Environmental Health I %Les Septic Permit Review: Well Permit Review: Land Development Review: 'arcel Created by: ❑ Deeds Date of Creation: Permit Oearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ yes Legal Access Provided: Deed Reference: Legal AcFes, uired: Parcel Frontage on Publicly Maintained Road: ❑ No Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: ❑ Map Date of Recording: Lot: ❑ No ❑ yes ] No � ❑ yes �1) Block: Book: , Page: -onditions That Must be Met Prior to Issuance of Permit: Verify Legal Parcel ❑ Verify Legal Access IZy�provide Creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Other =eneral Comments: ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. 'AIG IN3Wd013A30 (INYI v acs naavVv 66619 l o a n d�Ala7a� •.