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069-200-054
069-200-054 00-1810 KEMP, SANDY }; 536 LODGEVIEEW-,oOVILLE CONTR: BEN SPARKS 5'�4, c NEW SINGLE FAMILY 0 1-4 NOTES il I RESIDENTIAL PERMIT NO. '�7069-200-054 00-1810 KEW, _ RON & SANDY 536 LODGEVIEW, OROVILLE CONTR: BEN SPARKS, NEW SINGLE FAMILY SPECIAL CONDITIONS CHECKED BY SRA _ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS _ VERIFY _ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I" OFFICE COPY f T� Address e GAS Meter By Dat /2SJol IC M ELECTRIC Meter By ! Date JOB FINALED (Date --- C 9 Signature r(qy 7 1. i t f r • w } Y y 1 RESIDENTIAL PERMIT NO. '�7069-200-054 00-1810 KEW, _ RON & SANDY 536 LODGEVIEW, OROVILLE CONTR: BEN SPARKS, NEW SINGLE FAMILY SPECIAL CONDITIONS CHECKED BY SRA _ FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS _ VERIFY _ USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I" OFFICE COPY f T� Address e GAS Meter By Dat /2SJol IC M ELECTRIC Meter By ! Date JOB FINALED (Date --- C 9 Signature V= OK 0 = Not OK =Not Applicable . = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except q's Zoning Requirements -Setbacks -Easements - 1. Zoning Requirements -Setbacks -Easements Footings; Soils-Size-Depth-Spacing-Connectors-S:eel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists - Decking- Bracing-Sta TS -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance & Disconnect Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Rooting 11. 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 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements - 2. Footings; Soils-Size-Depth-Spacing-Connectors-S:eel 3. Decks; Girders and/or Joists - Decking- Bracing-Sta TS -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-Rooting 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Cary B-1 Date Card B-1 Date Cad B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip.-Heatar 8. Elec.; Grounding; Equip. w/5' Circulating Equip.-Paol Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Cooduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Cary B-1 Date Card B-1 Date Cab B-1 V = OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date Underfloor (Plans) OK except #'s Date FRAMING (Continued) o. ing-Setbacks- Easements- Flood -Slope Z4157. Hangers -Post Caps -Anchors -Connectors Ftg., Main; Soils-Elec. Grnd.-/ ,Ftg. Depth Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4 Bee-`Res-ar`FMe A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth . Apie-<c ess; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel-Blockouts-Wrapped (L5,d_Bdr . Windows or Exiting Doors -Sill Ht. & Dimensions 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 4 Ga�3ge-Fire Protection Framing 6a. Hold Downs and Special Anchors f1: -. _R merty Line Firewall & Openings 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ft -Steel Date D.W.V.; F • it' g es 2 Way C/0 -Sewer Test T 10., � as Pipe; Size Anchors - Yard Gas Piping; Size Test 10/3 Water Pipe; Test -Anchors- Reg ulator• Service Test 12. Electric Underground 13. Plenums & Duc ; Cleara ce-Material-Support-Ins. 14. rder ks'-Anaholt oist ent _ ripple 15. Access & Ventilation 16. Insulation 'OC) Card B-1 Date Card B-1 Date/1 /3 Card B-1 Date Card B-1 Date Card Br1 Date Card B-1 Date PL BING (Permit) OK except #'s 7 Htr.; Vent -Access -Combustion Air Baffle Me 'Upter Pipe; Test & Anchor -Nail Protection Test Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELF—CTRICAL (Permit) OK except #'s /2.21I. -Fixture, & Transformer Clearance -Ins. Protection Q4,,l!qec_; ceptacles Spacinq-Liqhts & Switches at Doors & No. of Conductors 2%iRopr§x Installed Close to Edge of Studs & C.J. Ground made up w/Mech Fasteners -Bond Gas &. Water [2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At !,22ulatecl Neutral O Yes O No S Ground Main Disconnect jOR"Equip. Clearances Panels-Motors-Mech. Equip. Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s /-35. Ducts Insulation & Support V t Fan, Exhaust above insulation j3?,."C_qnde1nsate Drain & Overflow, Size & Grade F ace -Vent Access -Comb. Air -Return Air Vent 115 outlet `3 . Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B -t Date ,," FRAMING (Permit) OK except #'s 0. S' Proper Materials & Anchors W Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing r top in Walls (rat proof) c� ,, ire Stoos. Furred Ceilings -Stairs -Chasers -Tubs V5. Headers & Beams -Size & Bearing JX3. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 34. S>aiFs; Width -Headroom - Rise- Run- Landinq-Fire Protection (iBS. Plywood on Roof Overhang -Attic Vents -Ratter Outriggers ng- ai ing Veneer rSZ. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access lazing Area -Glass Protection -Skylights -Plastic S; N De Intel terior Wall Pan Insulatio -Wak 4 s 62. Infiltration -Walls -Windows Date 01 Card 13-1 Date Card B-1 Date jj Card B-1 Date Card B-1 Date INAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings moke Detector 65. 6amace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection oom Exiting G.F.I. & Bath Fixtures & Tub Access -Spa ,6A!Elec. Trim & Subpanel, Breaker Sizes & Labels Stairs & Rails Clearance -Hearth g71�1ec. Outlets at Wood Panel, Int. & Ext. 7--%t. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance _ ;7k-Eec. Outlets & Receptacles at Kit. Counter tj7r Garage Fire Door; Swing -Landing -Closure m Garage -Damper vV' Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V Above Floor -Mach. Protection 7 , lec. & Mech. Equip. Listed for Location ,1 Elec. Receptacles in Garage (F.F.I.)-Romex Protection 7 nsulation-Foam-Looked in Attic G d Rails & Deck Construction -Post Caps n Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive ^ es ] No/Walk&Q Yes Jlancers'] Yes g3--Ttucco Brown -Finish LW^A.C. Unit Disconnect, Electrical -Plumbing dents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings e , isconnect, Electrical, Plumbing j Exterior Elec. Trim, G.F.I. Receptacle -Underground ,481"Ventilation Throughout House ,8,qe1GL4&s Protection corrections from Previous Inspections G Test -Meters Tagged, Gas -Electric W Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates Address Posted I Date Card B-1 Date Card B-1 Date p Card 13-1 Date Card 8-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 536 Lodgeview Drive Oroville Number and StreetCity Butte County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches Brand Name Thermal Resistance (R -Val 2. CEILING Batt or Blanket Type _Fiberglass Batts Brand Name Johns Manville Thickness (inches) 10.25 Thermal Resistance (R -Value) R-30 Loose Fill Type Fiberglass _ _ _ . _ Brand Name —Johns Manville - -- Contractor/s min. installed weight/ft sq. fib. Minimum Thickness inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material Fffiberglass Batt, Thickness (inches) 6.5 4. RAISED FLOOR Material —FibQr_alass Batt., Thickness (inches) 6.5 5. SLAB FLOOR / PERIMETER Material _ Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R-19 Brand Name Johns Manville Thermal Resistance (R -Value) R-19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance, where applicable. C.L.#499150 LOERKE INSULATION CO., INC. Item #s Signature, a e Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor(Co. Name)) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive * Oroville, CA.* (530) 538-7541 CORRECTION NOTICE dWNER PERMIT NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or. need additional explanation, please contact this office immediately. T C2 r�' Date��/rl) Inspector REV 10//92 7 U�11 Date Inspector REV 10/92 c6UNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA 9 (530) 89172751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, 'act please this office immediately. A D W tj K-0 A 7 U�11 Date Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact �;�s office immediately. Date � REV 1 '..' S-� ).,.t h f, '- '6 1-- 7 �f I-,- Ova 4) d '2 1., COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive * Oroville, CA * (530) 538-7541 CORRECTION NOTICE 42 f6WNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 4-2 Aff Ap Dateo!f Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street * Chico, CA * (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE 13,41) OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. KFAFMJLA�WA Date� Inspector REV 10//92 t L/ �C �i COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE MIT 0. (Rev. 12/96) APPLICATION AND PERMIT 4 19D - %7- ASSESSOR PARCEL NUMBER 069-20-0-054 RT 1 ZONING BUILDING PERMIT OWNER RON & SANDY KEMP TE532 -8771 SO. FT. OCC. BUILDING VALUATION 1623 R 87,642.00 OWNERS MAILING ADDRESS 1023 14TH STREET, #15A, OROVILLE 95965 593 U 10,674.00 CONTRACTOR'S NAME BEN SPARKS CONSTRUCTION ONE TE 589-0784 300 C 3,900.00 0 1,260.00 CONTRACTORS MAILING ADW AMBUSH HILL LANE, OROVILLE 95966180 CONSTRUCTION LENDER BUTTE COMMUNITY BANK ' LENDERS MAILING ADDREssMYERS STREET, OROVILLE FirepTotalace 1500.00 Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee .976.00 $ 20.00 Permit Fee $ 657.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 536 LODGEVIEW, OROVILLE 95966 Energy Plan Checking Fee $ 23-00 PERMIT FEE $ LAT NO. 130 1 SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF JI Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New X7 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY Gas piping system 1 - 5 outlets -15 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 500V 0 R LE Main Service ZoOAORLESS 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 full force and effect. % ^y����yyyy 70 Z- / y� License Class Lic. No. !!! ! OWNER -BUILDER DECLARATI� 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, 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. ADC°ONST. ( S. 3.5Q FT. 77.55 NEW MULACTC NO RESID. C @7.50 POWER APPARATUS 8 SINGLE OUTLET L:IR. Ex. Occup. OUTLET OR FDRURES SAL @ '.550 Ex. Occup. oFlxuTLEEDTSA AE.s ' ORE., 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 143.55 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 ��- L'O®t/J /� Policy Number 2 Z aj - O / / S �-/ ,Q O (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those pr isions. c� X Date Signat of Applicant - ❑ er Contractor ❑ Agent An OSHA permit is required for excavati ns over 5'0" dee and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT 30.00 Cooling Hood 6.5o 6.50 Ventilation 4.50 PERMIT FES $ 61 .00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ R3 U CONST. TYPE VN TOTAL FEE $ 1548.60 HAZ D IMP FLOOD X CDF X PARCEL X PD X HD SU This permit is hereby issued under of the Butte County ode and/or have indicamzz By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. ate 01�l Date Receipt No. 302329 / � 3 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INflECTOR GOLDEN ROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County W'enter Drive - Oroville., •8alifornia 95965 - Telephone (530,538-7541 Rev. 12/96) APPLICATION AND PERMIT PERMIT NO.' ASSESSOR PARCEL NUKGMAZONING M BUILDING PERMIT N / �� ��� T;E 3 TNN_" r 7 / SO. FT. OCC. BUILDING VALUATION OO OWNERS MAILING ADDRESS H s; - / 5 ^ A o vel `/i. I CONTRACTOR'S NAME gely 5 %0i9i(fl'-5 e®^e 5 i TELEPHONE 6 p a C! - CONTRACTORS MAILING ADDRESS v _�� CONSTRUCTION LENDER v C®-4444dtii% C Fire lace LENDERS MAILING ADDRESS/� �. /1/1 -f%c�.7 l` Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee s 20.00 Permit Fee ' ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee S BUILDING ADORESS ,ra 0Z) 6G'v/n,t=-d g Energy Plan Checking F P MIT -FEE 0 L/ '3 0 SUBDIVISIONS NAME PARCEL MAP LUMBING P RMIT Filing F 00 USEOFSTRUCTURE SF (f SPECIFY Duplex ❑ Mobilehome ❑ Other Each Trap .00 7 Solar or heat pum"r heater 23.00 Water piping 15.00 5� Each as water heater or vent 15.00 TYPE OF WORK I New �]` Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: ' Gas piping system 1 - 5 outlets 15.00 _ Building sewer 15.00 Mobile Home I S I G I W @ .00 PERViT FEE S d ELECTRICAL PERMIT Filing -Feel 20.00 Main Service 2'00 R LLEESS 23. 3 � y' / D C9Temporary i% I ttt���rrr. /t t / ! j1 V YVl �J� Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR 5-13 1 / 7f ' ' �� ��� 103 6/s l 8 { /"�V 1� /0 J / O 5 3 d'`—t S PINK -INSPECTOR GOLDENROD -APPLICANT Main Service TO IOOOA 4,0'00 NEW CONST.DW NG OCCUR so. OR AWNS. ACC. BUDS. •50Fr. NEW ;OM ULTI.L @7.50N 8 S WGLE OER IRLET R. 20 O OR FIXTURES L @ I.5 Ex. Occup. OLrriErs RFD OEA 5.00 Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 P MIT FE _ MECHANIcAD., PERMIT Fling Fee 20.00 Heating Cooling Hood 0 Ventilation PERMIT F $�- Mobile Home Installation Fee $ Energy Inspection Fee $ OO occ CONST. TYPE, T AL FEE $ D. FEES IMP FLOOD COF PARCEL PD HO This permit is he y 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 to) COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville,i alifornia 95965 9- Telephone (530) 538-7541 PERMIT NO. Rev. 12/96) APPLICATION AND PERMIT - oD i�o ASSESSOR PARCEL NUMBER ZONING BUILDINGPERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION �• OWNERS MAILING ADDRESS ff C� 7 If CONTRACTOR'S NAME I(2- TELEPHONE n -n �L.- C�J /3) CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace I LENDER'S MAIUNG ADDRESS Total Valuation o j ARCHITECT OR ENGINEER LICENSE NO. Flina Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAKING ADDRESS Plan Checking Fee BUILDING ADDRESS Energy Plan Checking Fee $ .— $ PERMIT FEE _ IDT NO. _ SUBDIVISIONS NAME - PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 ^ Each gas water heater or vent 15.00 -. TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Describe Work: Other ❑ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 h Q7 (/ C/ Q! �, ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR .. GOLDENROD -APPLICANT Main Service 200A TO iOOOA 46.00 NEW CONST. (. DWELLING °COUP. S.SQSsoo. OR ADDNS. & ACC. BLOS. MULTI.OUTLET HEW CONS 7.50 =N GO 1D . POWER APPARATUS SINGLE OUTLET CIR. - EX. Occup. OUTLET OR FIXTURES SAL 20 O i' 0 Ex. Occup. ounEEDTs AaID OE/L 5.00 Temporary Service 23.00 3 r Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 3�!' MECHANICAL ER IT Fling Fee c0.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ 3 °ONS TIAL FEE $1445 PS9°-� HA2. ffi. FEES NIAO I I FI.00D I CDF P EL I HDISSUE This permit is he y 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 De to MA _ J COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE l 1. BUILDING PERMIT FEES ZO -- Balance Due ................ $ -- Additional Fees Due ............ $. -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES (paid at District Office) O 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) 07. 6. THERMALITO DRAINAGE DISTRICT FEES 10.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER '02 A.P. # DATE l RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT �� �,% DATE Pursuant to Government Code Section 66020, yo re 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) 47 ,.:r, r 1 4 , . ' »:.;gT ?i r • ryi, n .�' i.Y iF til il• r 4- "COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES 2 O -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....:.. $ *12. SCHOOL DISTRICT FEES (paid at District Office) Q �33.HERIFF 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) 6. THERMALITO DRAINAGE DISTRICT FEES $ 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) • 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. # D`AT� RECEIPT #' �, DATE-REC-- oe At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building pe t These fees may be changed during the plan checking process. APPLICANT DATE ,.. -Pursuan`t to Government Code Section 66020, youre hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on yo.ir 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(aj. 4 Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner .► (Re -,r.2/97) it +"_ APP00" 4i COUN Q ' B'1� E - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 4, ,, 7'COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET r OWNER: aFuA0.,ASSESSOR PARCEL ER: 0&F— lr-)Q - C.-) Proposed Buil ' g Use: Building Inspector: Date: �'—/ -- Q el At time of permit application, I wks advised the following data must be submitted prior to per processing and/or issuance: Date Received By ❑ . Allitems have been submitted-------------------------------------------------------------------------------------- ot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ---------------------------------------------------- r-'" 9 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. rte' . Engineered truss details and layout in duplicate (required prior to plan review) No faxes! % ----------------- #6. ---------------#6. Ener Desi Compliance and supporting documentati n. - ---------------------- _ Energy Design P PP g t--�_) - ❑7. Statement of -Intent for Non -Heated and A/C Buildings. ---------------------------------------------------- ❑8. Hazardous Material Form.------------------------------------------------------------------------------------ - ell : anufactured Home data and installation instructions including Tie Down Specifications.----; -=,'------- i' ees of $ 20. U O -------------------------------------------------- `F-------------------------------� G pact fees as shown on the attached schedule. -------------------------- - - - n 2.CCalifornia Department of Forestry plan approval/fees. p y� 2 - t� ' f - --------------------------- 0 ----------------❑ 13 *Wanitation F elevation certificate. ------------------------ --------------------------------------------------------------- and plot plan approva ealth Department.---------------- -------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- , ❑ 16. Plot plan and business license approval from the City of Biggs.---------------------------------------------- E01 ----------------------------------------- --❑ 17 Planning approval for (A) Use: (B) Parking:------------------------ 8. Contact Land Development about Improvements, ElDrainage, gal Parcel. ------ & . Encroachment Permit for driveway (construction approval prior to occupancy) 2_-_0_O _ 3Z �---- F dam ❑20. Pre -inspection for required Request to Building Inspector on (Date) �» ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑22. Workers' Compensation carver and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner El) - ------------------------------ ------- [P32jeCetter of signature authorization. -------------------------------------------------------------------------------- 5. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 27 - ❑26. Letter of intent on building use.----------------------------------------------------------------------------------- ' ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ❑30.{Other:------- Wh you issue the permit, prcess as llows ❑ Telephone and hol Copy of Haz-Mat form sent ❑ Health Departmen Copy of plans sent ❑ Health Department, ❑ Fire 1. rIndex permit application for the above items nun 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 required data by ❑ phone, ❑ mail, ❑ Building Division counter, by ate: Plans reviewed by: Date: -M Plans approved by:VIA-ZDate: %5 C - Sets of plans on fiold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) . School District - �/ L— Y V Building Department No. V160A.P. Number06� �0 "''Q_ q--/,/ Jurisdiction: - � City County Property Owner RtJ /v k r,— YY l Property Location/Address S56 1,6 (_ ICE . V Subdivision Lot No. Residential Development 1 } Commercial/Industrial ............................................................................................................ Sq. Footage tfG Q� 3 No o Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection): s................................................................................................................... New Addition rians reviewea oy acnooi uisinct rersonneil Sq. Footage i (Including Exterior / Roofed Areas) 9 L —©(D Date District Identification No. /� 9 School District certifies that _a_ (App)(cant) ,�� C (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements. of Resolution No. representing /i0 �� square feet. School District Representative Paid by Check # Remarks: by payment of $ �02 7 IFABi'2926 S FULL MITIGATION $ Date 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)dmm JUAN REVIEW RESPONS FORM In orde to expedite the review of y Plans, please complete the following informM and return this form with Your m -s„ bmitw. this form is not complete, as to all correction items, we will not be able to accept your resubmittal for review. Them Must be a v: response to every item requested in our plan coffwdon letter. "By otheW is not considered a valid response. please indicate y response to each item and the location where the information can be found on the plandcalcs. ATTACH TM FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL ptMS OWNERS NAME DATE: A Al �- s�� 7-7,00 ASSESSORS PARCEL NUMBER PERMIT NUMBER G —�— 0 5 0C9 —/all/ RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM 0 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM # RESPONSE BY: / a LOCATION ON PLANS/CALCS: COMMENTS: RESPONSE BY: 4-1 Sty W e PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ir" ,r.� v�cvn � � cm r► .�c.+r s Z �e r r3 F, RkSPONSE FOR PLAN CHECK LEMR DA PLAN CHECK ITEM N RESPONSE BY: a,4 c / r—cl f .— LAN LOCATION ON PS/CALCS: COMMENTS: oz i PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: g (o e, L C COMMENTS: Ali RESPONSE BY: LOCATION ON PLANS/CALCS: PLAIN CHECK MERE r RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: IPLAN CHECK ITEM N IRESPONSE BY: ILOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM # RESPONSE BY: LOCATION ON PLANS/CALCS COMMENTS: i PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: CHECK ITEM # COMMENTS: RESPONSE BY: ON PLANS/CALCS: August 23, 2000 Ron and Sandy Kemp 1023 14th Street 415A Oroville, CA 95966 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 069-200-054 Building Permit Number: 00-1810 This office reviewedbuilding 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 follows: nclosed with this letter is a list of requirements for construction if you are less than 15 feet from any property line. Pick any three from the list by placing a check next to the ones you will comply with and return this form with your response letter. Provide location of HVAC system both furnace and air conditioner condenser. If furnace located in attic then size appropriate trusses for mechanical loads. Do not show condenser in side yard setback. /3 -""Walls and ceiling of garage are required to be protected with 5/8th's Type X sheetrock. Ceiling must have sheetrock installed on R.C. channel at 16 inches on center. Glu -lam beam at garage door is overspanned for the applied loads. Resize beam and provide full support. Provide Number 4 rebar, both top and bottom of all perimeter footings. Orientation of building front on the plot plan is South. Energy calcs have incorrect orientation' of East. Revise energy calcs to show correct orientations. • /. Interior bracing is required at a maximum of 34 feet on center through the buildings. Wall lines may be off set a maximum of 4 feet and each panel location must be noted. Provide a braced wall schedule with each method and attachment for the methods shown. Show requirements for attachment of panels to flooring system, both slab and raised floor. Plans show stucco used for bracing with horizontal siding. Stucco must be continuous for entire panel or provide some other method of bracing as horizontal siding is not an approved bracing method. Plan check will continue upon receipt of all of the above items. Additional comments may be 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 -II The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees is $20.60 2. Complete and return the Butte County School Impact Fee Certification form. Sincerely, Martha Whitney Plans Examiner cc: Ben Sparks Construction PRC—ECT PROCESSING RFf :ORD 4' APPLICANT: OWNER: PERMIT A. P. WORK DESCRI M DATE 9111 -00 A t3•oo 0 RESIDENT Ar, PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner:Building Permit Number: Plans Examiner: (YkU A P. Number: GENERAL: Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. Proper description of work. on the application. 5. Existing violations on the property. 6. Recorded notice of violation. PLOT PLAN: Y 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 (Nois , S Fire Sprinklers, Water Tender, Traffic and Drainage fees).. /7! FAU & FAS road setback. �. Building or utilities across lot lines (record form). FLOOR PL .,N: 1. Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). 2r 10% of natural light and 5% of ventilation (Uniform'Building Code section 1203). ,,,2' Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). �^ Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet ba and exterior receptacles (NEC 210). Prohibited locations of gas water heaters(Uniform Plum -ting Code 509& 1213.5). 9 " Prohibited locations of gas heating"equipmet (Uniform Mechanical Code 304.5). �j lL CCcmd 10. Garage firewall separation = required on garage lu `:rEinB"- and (�U Building Code section 302.4 exception #3)." • ±. 6 , - proe �` Wood stove location - Alcove clearance (UMC-seon, 5 co ed s ce & 223 unconfined space ". Smoke detectors (Uniform Building Code section 310.9.1). �C Water closet clearances (Uniform Plumbing Code 408.5).��° . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). 1` Page 1 of 2 raced( eY dijLdl) ham. K4;gBVI Valo ori OJ— a', L C� STRUCTURAL DETAILS: 9'�o�j " '�c �o Loran d � �,,,�-�tr� 5-ice r�av' Conventional construction — Unusually shaped buildings (Unifbr Auilding (:ode secxion 2320.5.4). 2 Standard bracing or engineered design (Uniform Building Code se6ttion 2320.11.3). - Clerestory requiring balloon framing and/or engineering. 4. Three story building requiring engineered calculations and plans. - (TFoundation plan complete enough to construct building. Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct buildin t� Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. fireplace construction details and calculations if necessary. 1 .6 door header size(s). Gp ( u-. —lcv�_ On Porch header size(s). _Stud heights. ?JorExpansive soil — special foundation design required. Retaining walls requiring design. 16: Special Inspection requirements. Header sizes. 8. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006):. f Q2. Guardrails (Uniform Building Code section 509). Brick or stone veneer (Uniform Building Code section 1403). ,A -- Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). hoof covering'type -- (fire hazard). Foam insulation -protection. 360" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Uuderfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Aiic access and ventilation (Uniform Building Code section 1505). 12:.. Combustion air for fuel burning appliances = LPG requirements. �: . Sound requirements. C14)Energy design compliance and supporting documentation. Flashing at all exterior openings. DF responsible area requirements. #Building Pe iremnt es: 17.1. RA. 17.2. ood 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 0 LONGFELLOW. LUMBER CO. INC. ■ Quality Truss Design ■ Roof & Floor Systems (800) 678-0112 (530) 893-0112 •FAX (530) 893-0140 89 Loren Avenue Chico, CA 95928-7434 Customer: en `5 oa rt�S 6/7-5 Job No: Address: Lary //-I e u/ �fa i/i��� AP#: Y u✓ r �� Zc f'2QC� lr1 � KeUl Sion o� 4W.,46 re - 'ed ���f i s lDca�'ed rn �-thG )E� P Alpine Engineered Products, Inc. Christian W. Chappell 8351 Rovana Circle Sacramento, CA 95828-2522 / (916) 387-0116 1 T,, APPROVED INSPEMON AGENCY Timber Products Inspection, Inca &Ply P.O. Box 20455 At PPRO �a Portland, OR 97220 (503) 254-0204 Iab r LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems (800) 678-0112 (530) 893-0112 • FAX (530) 893-0140 RffW 89 Loren Avenue Chico, CA 95928-7434 Important Information for Users 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. ❑ 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. •GAOLE 1110 NCIAIL FIBRACIO K LEIX;ER 12' D.C. ) T 55' D.C.)1. BRACE A35 AIL TO VERTICAL 113(K 1 Y/2 -10J HAILS) GA0. (K) SPACING FOR H3 = 56.0' O.(. REFER, TO SIFPSIAI CATALOG C-9411-1 FOR PRODUCT AIIACIYIENI SPECIFICATION (ATIACII A35 III FI DIRECTION (PI) � : (M) 2X4 F. L. OR H.F. 12 O2 (N) (G) iNaBIP SIRMIGOACK BRACE (S) 6'O.0 MAX 3H HITS IIWG PREPARED 1`110M COHI'I11ER INPUT (LOADS 6 DIMEIISIONS) SIIOIIIII(II By IRUSS MIR. RUL7= MATERIAL (C) GABLE EIm II / /112XG UI /�15 1kCO1v93N 2X LEDGER ITI II:USSES SIRONMACK BRACED AT 55' O.C. (C) IX4 CONIII[IIfAIS LATERAL BRACING FDP BRACE l STR(NGOACK) MLMUER LONGER THAN 721. ATTACH AT MIDPOINT OF EACH GRACE 7/2-0J CCOIMUN HAILS. 24- MAX GABLE \SI 1\ IPI T PEAK PLATE 10 MAKIJ C1PM10N TRUSSES. NOTE:.CIOP,OS TO BE 2X4 FIR-LARCII 12 Mill. ( SI ) SPLICE PLATE 10 MATCH COMMON TRUSSES. FRIIE: 11115 DETAIL HAY BE USED FOR tlll 1 FEEL PLATE 10 MATCH COMMON TRUSSES. MISSES WITH PITCHED O.C. ALSO. (0) OPTION 10 WEB PLATING: USE (31-2' VIRE STAPLES (0.072 OIA./15 GA.) • ! 1OENAILE0 IIIRU CIVRO 11110 WEB 6 1112U WEB INTO CIIURO 011 ONE FACE FOR A TOTAL IF 6 STAPLES. (PIT. j' (SI ) L (111 ) MUST BE PLATED. (G) GA13LE EIU OESIGPI BASED Off 75HP11 WIIID LOAD. EXPOSURE '0• AT 0-25 FT. MEAN . PLATE MAX. WEB LENGIII IX3• 2-0-0 2X4• 0-1-0 3X4• 13-6-0 OUILOOKER MIGHT. , PLT TYP. Wave TPI -95 R Design Criteria: TPl-95j O O O O •'YAAMINO•• If YfStf MUM [IIA(M( CAN[ 11 FADAICA 101, MANOR INC, fN1►►110, Inf1ALL1Ia AND IAACIRO. al►IR 10 x11.11 (NARDLINO INSIALLINO AND IAACIIO), ►YSLIfN[D IY I►I (IRO3f PIAT[ Q O 11311111[, f1) D'010F10 DR., $111( 100, MADISON, YI [7119), FOR $AFFIY ►IACIICtf ?Alan 10 I(1FOSNIRO Ix(f[ FYNCIIOMf, VIL(S3 OIN[RY1S( IIOICAI[0, 10P CNOIO $HALL NA►( ►IOF(ALY AIIACN[D 31NYC IIAAt ►A1[lf, 1BITCH CIOAO SxAll NAY[ A FAMILY AIIACN[D RIGID CIt1110, ••1M►ONIAII•• ,;IRISH A COPY OF 1Nlf D[SION 10 IMC INSIALLAIION COMINACIOA. ALPINI (NOIN([R[D F:I-TRUSS PINLo/SODYCIf, INC, fNAll ROI1[N(f/ONfllll i0I ANY DIYIAl10I FAOM IMI, D[SIORI ANY FAIIYIt 10 -(If110 1N[ IAIII(f 19 CONFORMAIC[ Y11N 1P1: OR FAIAICAIINO, HANDLING, SNI/►IRO, INSIAIIA/ION ON IISCIRD1D(fIONCONFORMSYIIN AP►LICAII[ ►ROYISIOIS OF No$ (SAIIOnAL 0[f10n S►ICIFICAIIOI►IIIISn[0 If IA[ AMINICAN FORM AND ►APIA AS$OCIAIIOIJ AND 1►1, Al►IR( (ACNIFACI SOF I1SYSf[ AND OF IYNL(SSOCA IOINCIYISC R A161 3IOCAI(D on1 GAIN. (IRIS 913IOIAf►OS1IIOx CONN[C101SRatio. Apply (/(1Rf 10 O/AINI013NSS•0111C 110 "It.110 Apo 160 AND SHALL U5 SIA1 PON AIFNIIO OIOUFYAT[S ONLY 10 Int CIS 04 6 - IBJ COMIJN BLrXK HAIL_ S� / • 3 -ICJ BRACE NAILS \ EACII E11) OUTLOOKER CRITERIA 3.5• MAX, TYP. 1101CH 24. D.C. I.5' MAX.' J 12' MITI 24• MAX 2X4 F.L. LLHOER GRACES MAX. LSNGTII WITICUT BRACING (III MAX. EM Y/ SIRUIIGOACK GRACE ( S ) STAHDARO 5-11.0 II -10-0 15.0 PSF03/19/98 cei OC UL PSF OC LL 0.0 PSF 11 7-9-0 15-6-0 11 L BETTER. 7-9-0 15-6-0 SS 7-9-0 15-6-0 ,;�r1ROFW S/pN� TC LL 30.0 PSFF 2 �y1\� 'A yc TC DL 15.0 PSF03/19/98 cei OC UL PSF OC LL 0.0 PSF IVILDUR, TOT,LD. 50.0 PSF458 FAC. 1.15CA111 SPACING CLB WEB BRACE SUBSTITUTION THIS DETAIL IS TO BE USED WHEN CONTINUOUS LATERAL BRACING (CLB) IS SPECIFIED ON AN ALPINE TRUSS DESIGN BUT AN ALTERNATIVE WEB BRACING METHOD IS DESIRED. NOTES: THIS DETAIL IS ONLY APPLICABLE FOR CHANGING THE SPECIFIED CLB SHOWN ON SINGLE PLY SEALED DESIGNS TO T -BRACING OR SCAB BRACING. ALTERNATIVE BRACING SPECIFIED IN CHART BELOW MAY BE CONSERVATIVE. FOR MINIMUM ALTERNATIVE BRACING, RE -RUN DESIGN WITH APPROPRIATE BRACING. WEB MEMBER SPECIFIED CLB ALTERNATIVE BRACING SIZE BRACING T OR L -BRACE SCAB BRACE 2X3 OR 2X4 I ROW 2X4 1-2X4 2X3 OR 2X4 2 ROWS 2X8 2-2X4 2X8 I ROW 2X4 1-2X8 2X8 2 ROWS 2X8 2-2X4(*) 2X8 1 ROW 2X8 1-2X8 2X8 2 ROWS 2X8 2-2X8(*) T -BRACE. L -BRACE AND SCAB BRACE TO BE.SAME SPECIES AND GRADE OR BETTER THAN WEB MEMBER UNLESS SPECIFIED OTHERWISE ON ENGINEER'S SEALED DESIGN. (t) CENTER SCAB ON WIDE FACE OF WEB. APPLY (1) SCAB TO EACH FACE OF WEB. PLATE INSTITUTE, 5133 D'ONOFRIO DR., SUITE 200, MADISON, VI. 53719; PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERVISE INDICA) PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL CEILING. --IMPORTANT-- FURNISH A COPY OF THIS DESIGN TO THE ALPINE ENGINEERED PRODUCTS, INC. SHALL NOT BE RESPONSIBLE FOR DESIGN) ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE VITH HANDLING, SHIPPING, INSTALLING AND BRACING OF TRUSSES. DESIGN PROVISIONS OF NDS (NATIONAL DESIGN SPECIFICATION PUBLISHED BY PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GF EXCEPT AS NOTED. APPLY CONNECTORS TO EACH FACE OF TRUSS AMC THIS DESIGN, POSITION CONNECTORS PER DRAVINGS 160 A -Z. THE SEA� ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY_SOLELY T—BRACING OR L—BRACING: APPLY TO EITHER SIDE OF WEB NARROW FACE ATTACH WITH I6d NAILS AT- 8" O.C. BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE OR L -BRACE SCAB BRACING: APPLY SCAB(S) TO WIDE FACE OF WEB. NO MORE THAN (1) SCAB PER FACE. ATTACH WITH 10d NAILS AT 8" O.C. SCAB BRACE IS A MINIMUM 80% OF WEB MEMBER LENGTH T -BRACE L -BRACE j�OfESSid Hi [S DRAWING REPLACES DRAWING 579,640 INSTALLING TPI (TRUSS Fr, �� hF LL PSF REF CLB SU RACTICES HAVEr YHATTACHED �� '9 DL PSF DATE 06/25/99 RIGID ONTRACTOR. W NO. 5 DL PSF DRWG BRCLBSUB0699 FROM THIS Ew TIAPP PSF -ENG MLH KAR ILICABLE LL 'OREST AND 40 GALV. STEEL �CIVIS\EDAE°N PSF 'PING INDICATES �T.L.D. OF DUR.FAC. COMPONENT CpUE BUILDING n r r SPACING muss OR AClur/nl(PC KIM; urIAIt )Ills DUG PnIPAnln rR011 C011PUi[R INPUT (1oA05 a nI111Nsionsl sua11mo er TRUSS MrR. 11I11GS 1111ACIIXI/11LOCKIM DETAIL (AT 6I11'OIIT) BRACING DESIGHM TO STABILIZE 11II1,SSES. ANI) HAS NOT BEEN [:1JOlEi ESIGh[D 10 RESIST LATERAL SIIEAR LOADS. `— (A) 2X4 13IIEN-FIR OR UETIER CONTINUOUS LATERAL BRACING 10 BE EQUALLY SPACED. ATTACII NI111 (2)•16d NAILS. 1311ACIM MATERIAL 70 BE SUPPLIED AND ATTACHED AT 00111 EIaS 10 A SUITABLE SUPPORT BY ERECT1011 CONTRACTOR. , r (N) IIEIGIIr OF MUSS AT Sl1PPonT. 1. U '(_---- TRUSS -VERTICAL WEB ti= 1130) SECTION S -S .�. • LODs (0) 2X4 II.F. 13 OR BETTER DDIABRACE. APPLY III PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACII 10 EACII OVEIILAPP(I10 1nUSS US11X) (2)-16d IMILS AS S11owil. BRACE HAY BE LOCATED oil EITHER FACE OF VEI)TICAL. (P) SIIEA71111J0 APPLIED 70 TOP CIIORO. (L) LOADS AS IIIOICA)ED ON 1RUSS DESIGN. (M) IF TRUSS IIEIGIIT AT SUPPORT IS 10.0-1 OR LESS. DIAGONALS NOT REQUIRED. ET • APPROX. 45' (110) OLOCKINO TO BOTTC14 CIU`1:G OVER SUPPORT/ II.F. 13 OR BETTER 2X SIZE OF 001TCM CIIDRD. PLT TYP. Have TPI -95 Design Criteria: TPI -95010) 18.20 ••YAttll.•• O 1111f11 t1oJIAt titin[ IAII II IAIIICAIIeA, l4ROlt10, SNIFFING. INSIAII II. AND Q Q Q a4u4c. qru w m II Iru"I" (0111th. Ate IAAC1141.'YQISKIO n Irl (1lrsS Putt BjLSS10 INf111rU, TC LL 1 REF R427 Q tq 1'040110 Ot., frllt fOI. M"IfON, rl "'Ill. Pot 111111 PIACIIC(1 PUol 10 QQ` tr Q ►I11e4MINI IUs• Q /"[1104[. nUlt 01Murtsl INotc"n. 10► tM0A0 [1111 un ►torula AIIAt.ro �4� Q 118VCIr1q /U(lf. 001tOh [Moto IIAII 401 A rtO/ltll UTACNtO Holo clllING. TC OL DATE 1/12/94 o ••IMPGAIAM1•• 1048134 A COPY of 1■IS 011114 10 INl IIt IAt(AItGI COIIIACIOR. AIPIMI INGIM(IA 10 o ►40Drtlf, IIt, lull 801 11 "floglat' lot ANY 0111"101 non INIf BC OL ( L 1111..1 All 1111.11 ALPINE Irl" IAt h11fU U touotnucI UPS I'll ON IURICAIINO, MAnt1AI. 141►►141, IN1fAllAllo■ of I"IINO 0P IlUfft. 111/ ...1.OIrOAl1/ "� * LL M11 A"(ICAIf1 n011tlotl o1 GAS (1A11oNAt G1/1.N r� I/It1/1tA 1104 'Cit 11.70 01 IMI AN,,.,, LAN 101171 111 Ims ASSOCIN1108) AND Irl. Al I1N1 Pl RUSTS [)P. 6�Tpp1 ,k TBT.LD. ORN 3.048.634 n \!, ��f: ;:«'1�'�.:{�i ,At loss OI:I;:G l.C:��� a:'���1'C:."►0 ���C. C::gt�0 i ►(�•1 I. f clv,�' O',�,` n n IIA111c1 III. M Ise 100 A.I. AN II0h11A 1 tui 04 'oil CRAVING APfIllf %�Jfor uUR.rnc, CA ENP / CNC ONLY 10 IMI OIf104 C1`\t m IN; urs) Ilru1�1 �Iu ue 1ruc Poi �I 'Pilo fro@ a ur ou's JAY. SPACItin 5EE Al10VE CAL1:1.1'URNIA HIP 1'JljRm PERMANENT BRACING ST'AR'T' 0t' 'TOP (.110111) MAT TOP CIIORD. PURLINS. START 0F' TOP'CIIORt .1.X'I'ENSIINS. (SLOPING 1 (TYPICAI. (CONTINUOUS) EXTENSIONS. (SLOPING I'0 4'LA'1' � � /. / To 11-41) p1 111 P-1 •" � +SET i A BACK BAY , 1\1 311 OF EATHING. PERMANENT DIAGONA4S FORM BRACED BAY. REPEAT AT ALI, HIP ENDS, MAXIMUM INTERVAL EQUALS 20. (NO'T'E: THE IST BAY OF' PERMANENT DIAGONALS FORMING BRACED BAY AT THE #1 HIP CAN HE EXCLUDED WHEN ALL OF THE: FOLLOWING CONDITIONS ARE MET: 1) TIIN CON'T'INUOUS TOP CHORD PURIJNS ARE ATTACHED TO THE t'LAT TOP CHORD OF THE 111 HIP. 2) THE END JACKS ARE SHEATHED WITH PROPEHLY A'TT'ACHED STRUCTURAL PANELS.) SECTION A -A F'1�11) APPLIED OR BUILT' -IN CRIPPLES CRIPPLE IN PLANE CRIPPLE OF 'TRUSSES SPACING COMMON . ANENT BRACING DETA CRIPPLE SUPPORT LAYOUT SE'T'BACK 1. i RP I'RAr1C * S lic BAC -F- COMMON TRUSSES CALIFORNIA HIP SYSTEM 'TRUSSES �jjllliP PITCHED AND SIIEATIIED B CHORD AREA. o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD AND EXTENDED TOP CHORD. USING 3 - Bd COMMON TOE NAILS OR 2 - 10d COMMON NAILS 'THROUGH FACE. SECTION 8-8 BUIUI'-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING FOR CRIPPLE SPACING. -(B) �� CHORD EXTLNSION / C) ('TYPICAL) (D) SETBACKro — * (B) (B) (B) (B) (D)11 (B) (D) (B' //1 FLIP GIRDER :;�-(B) PURLINS SPACED 24"O.C. '17P. NOR 'IRiISS�t1ABR11 (CONTINUOUS 2X4) CAUTIONED 'f0 SEI (C) CRIPPLES SPACED 48" O.C. '1YP. REGARDING CONVE *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER. PLA (D) BUILT—IN FILL CRIPPLES . (HORIZONTAL MEMBER OP'T'IONAL) ILAIE-INSTIIU/L.'S 3 I'RIUR TO I'LRIIIRNING 1 I101ENLY ATTACHED S1 COILING ■•IHI'ORIANI ALPINE ENGTNCLNCD 1'M --- IILSIGNF ANY /AILURO 1 ( • HANDLING. SHIPPING, IN. 19213VISIONS OF NDS (No I'AI'CR ASSOCIAIIUN) AN LXCLI'T AS HURD. AI'I THIS OLSIGN. POSITION ACCLI'TANCC IU PRUI LS S 0 11#21#31#41#51#6 SEE CA -HIP ENGINEERING' FOR JACK 'TYPE USED. G G, LOADING AND DURA'T'ION FAC'T'OR REQUIRED THIS DRAWING REPLACES DRAWING CDIID TC LL PSF REF CALIF. BRACE TC DL I'St' DATE 06/2579-9 BC DL PSF' DRWG 8RCAL111P0699 BC LL PSF -ENG TOT.LD. * I'SF DUR.FAC. SPACING am eder�e lII�Ii1Pe -F- COMMON TRUSSES CALIFORNIA HIP SYSTEM 'TRUSSES �jjllliP PITCHED AND SIIEATIIED B CHORD AREA. o -CRIPPLE (C), SUPPORT LOCATIONS. SUPPORTS EXTENDED MEMBERS TO FLAT TOP CHORD (4' O.C. CRIPPLE SPACING SHOWN.) CONNECT CRIPPLE TO FLAT TOP CHORD AND EXTENDED TOP CHORD. USING 3 - Bd COMMON TOE NAILS OR 2 - 10d COMMON NAILS 'THROUGH FACE. SECTION 8-8 BUIUI'-IN CRIPPLES OR FIELD CRIPPLE SPACING REFER TO ORIGINAL DRAWING FOR CRIPPLE SPACING. -(B) �� CHORD EXTLNSION / C) ('TYPICAL) (D) SETBACKro — * (B) (B) (B) (B) (D)11 (B) (D) (B' //1 FLIP GIRDER :;�-(B) PURLINS SPACED 24"O.C. '17P. NOR 'IRiISS�t1ABR11 (CONTINUOUS 2X4) CAUTIONED 'f0 SEI (C) CRIPPLES SPACED 48" O.C. '1YP. REGARDING CONVE *NOTE: SEE ORIGINAL DESIGN FOR SETBACK, LUMBER. PLA (D) BUILT—IN FILL CRIPPLES . (HORIZONTAL MEMBER OP'T'IONAL) ILAIE-INSTIIU/L.'S 3 I'RIUR TO I'LRIIIRNING 1 I101ENLY ATTACHED S1 COILING ■•IHI'ORIANI ALPINE ENGTNCLNCD 1'M --- IILSIGNF ANY /AILURO 1 ( • HANDLING. SHIPPING, IN. 19213VISIONS OF NDS (No I'AI'CR ASSOCIAIIUN) AN LXCLI'T AS HURD. AI'I THIS OLSIGN. POSITION ACCLI'TANCC IU PRUI LS S 0 11#21#31#41#51#6 SEE CA -HIP ENGINEERING' FOR JACK 'TYPE USED. G G, LOADING AND DURA'T'ION FAC'T'OR REQUIRED THIS DRAWING REPLACES DRAWING CDIID TC LL PSF REF CALIF. BRACE TC DL I'St' DATE 06/2579-9 BC DL PSF' DRWG 8RCAL111P0699 BC LL PSF -ENG TOT.LD. * I'SF DUR.FAC. SPACING -1� -71 ;2- rZ --(- I I I I tU 4;,T T vu aG• Tcp FpG� - To f'SoG -- CotitMoN S 4 c>` - .s- NII Mir IF 1=arm lt7 b+f I Lo.Yo1 r. --� � y�op.T c8ro� `► >r r 0*1. cra Q.cro I J��• T OI: NIP IP // , \e;PLIC HIpm > \ N A _H1P -z'O RIDGE _ rc.�l�n IIl�: o+I H1P TO HIP MASTER STANDARD -HIP DETAIL LONGFELLOW LUMBER CO. CNfCO, C'A. (916) 893-0112 I C0101 STANDARD JACK OETA11_ a SPACING tn DEFLECTION CRITERIA: 2^" O.C. D 1.9x3 (LIVE" LOAD) to RAFTEII SLOPES < 4: 12 - L/240 to nAFTE11 SLOPES > 4: 12 < 12: 12 - L/100 ru CEILING JOIST - L/240 11AFTEn il�:! IT IS THE nESPONSIBILITY OF 111E BUILDING DESIGNER AND —TRUSS FADRICATOR TD REVIEW TIIIS DRAWING PnIUn TO CUTTING LUMOEII TO VERIFY TIIAT ALL UA•IA, INCLUDING DIMENSIONS AND LOADS, CONFORM TO THE AIICIIITECTUnAL SPECIFICATIONS AND FABRICATOR'S TnusS LAYOUT, 2X4 I 1 .5X3 MAXIMUM CLEArl SPAN . -•— _—__ __..:_...__.__...__. 2x4 HEM -Fin srnhlDnnu ----nr_nulnr-D IF nnr•TEn 1.1o'r CEILING .JOIST Sum-,onTEU AT END RAFTEfl SIOPE_< 4:12 RAFTER SLOPE > 4: 12 BUT ?__ 12 CEILING JOIST LIVE LOAD (PSF) 16 16 30 30 W 16 30 30 DEAD LOAD (PSF) 10 15 10 15 10 15 lO J5 5 DURATION FACTOR 25X 25% 15% .15% 25% 25% 15X 15% 1.00 '( SIZE GRADE--MAXIMLH CLEAR S1'A14-- 2X4 171 FL 9-2-0 8-7-0 7-11-0 7-5-0 8 -II -0 0-4-0 7-10-0 7-5-0 – ----- --_.. ------ - -- - -- - --- — ----- -- -- - ---.. ' -- - 8-9-0 I 2X4 SS FL — 9-6-0— 0-11-0 _ ..0-5-0 - 0__0-0-- — — - 9-3-0--- U-7-0 _0 —00-- ..�=LU=IL.. -- - --- .9 Q—. I 2X6 AI FL 13-4-0 12-6-0 10-9-0 10-2-0 12-3-0 II -6-0— 10-9-0 10-3-0 13-11-0 2X6 SS FL 13 -II -0 13-1-0 1I-10-0 11-4-0 12-8-0 11-I1-0 II -4-0 10-10-0 13-11-0 t — ALFINL HNIMPORTANT NNI'.ruE uatlRuco rr■/rluta 1, Irr.. WARNIhlGtr111ffE! IEDVIUE [f 111EI1E O O O O l7 f= Hull Iml rK I�f fl•tf It 1plE rnl Aaf III IIAgIl llq, Enna 1111 C ATRUSS pFY111la1 flgN 1111! 11(71('.11 On ItCf[frY.0ifIC411a/!,alunMIAEIIq.!l[ 11111.01 nY trt.sEEoafuO [�MIIVnE to pUllp bE trRl!! In COI/dNAIt:1111 OSIM OIII'1.fdlAUDttIf■Ut SI'[CIA1. 1•LnWF.Ia pllAt C71"..1 Al►prE td■R[IOnf IlE NAOfo► 70Wr,AIV,71t[LllrtlllqAfINdl11EK111t. VI■.[f! pllfl■11SE tlnlL'A1[IE= oAt.fcnfuctrlislgtto..uvcm 1rca■ncuwlstouwrtctoranwdull.pEtttpul.tr plurtuflmI �lnusfuouatuoncmllsctocAunatna!nrslalro7ntaltY At1AOf.D rlYMU1Nl Wfa111111C, p011d1r�coucctmisrtnauwugsuo.uectcoA-►,ntslratsuuunnfnarvvrn0.Ytlwacnntrurrtn.un-•o t=3 cIacor.r riArrticAm[ nnvlslan a 14191419t Irl. AU Unllcfn'7 ItrIIE IELu11Gl U•ntlf. 1111/911 ron rn S■l dl 11117 pfllw116 bnl[f IO lUt fr■.•a RUE WICK" IIIE dI/MAII ApH.IWl11■I. rUPIINI 4 Cd•Y Of 1.'.1 t� � tw a0. t. JUGtnttl lnl Of n[ll[n ural In 4U 01190 wU, 11E5lcu Ul MEUnK! tur crinl a■auAr uul ••u•1 - 11-Mr1 Alr Unllimt. INK- Ioal wlimut 1431131 of%ll I�Utnn riot 1101111 63a�°L 7 JACK DETAIL REF n992--90913 DATE 02/17/93 DRW CD101 _ CA -ENG JS EURinif.11mi 63a�°L 7 JACK DETAIL REF n992--90913 DATE 02/17/93 DRW CD101 _ CA -ENG JS (KE�0519-SPARKS / KEMP - Al 26' HIPSET) TOP CHORD 2x4 OF -L #1 :T2 2x4 OF -L #16Bet.: RIOT CHORD 2x4 DF -L #16Bet. WEBS 2x4 DF -L Standard C3A N XLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. cL: IBUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. w c"IEACTIONS R 6.R3 ARE FOR #1 CALIFORNIA HIP AND --"I3 CALIFORNIA HIP RESPECTIVELY. 0 x W7X8 Nis 0 W1.5X4 a A 4 r— o cel 93. 1= C-13 c+c w 43X101: x z w THIS DWG PREPARED FROM COMPUTER INPUT (LOADS 6 DIMENSIONS) SUBMITTED BY TRUSS MFR. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 8- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0' OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT TC @ 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALH1PO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W3X10 m W4X4 n W7X8 o* W1.5X4 a W2.5X4 m HS416 m 43X10 to W1.5X4 ,P' 4 43X14(83) m 2 +B-0-0 8-0-0 10-0-0 I 8-0-0 moi!rrE COUN, I _L �E 26-0-0 Over 2 Supports -�j lVG DEpgR rs, R-2145 W-5.5' R-2145 W-5.5' � LC7 f X— PLT TYP. High Stren th.Wave TPI -95\R Design Criteria: TPI STD CA - 1 - - F Scale -.25N Ft. C=) -YARNING'• TRUSSES REWIRE EXTREME CARE IR FABRICATION. RAIDLING. SHIPPING. IISTALLIAG AND IISETI`VIT.RES*3 o 010FRIC De �iurrz INSTALLING HONH1RAC$3%1!1 PuFDORRSSAFETY PRACTICESDPRIPLATE � h TC LL 16.0 PSF REF 8427--52254 DATE 07/10/00 N PERFDRMIn THERE FUNCTIONS. 19LISS OTNERVISE INDICATED, TOP CHORD SHALL HAVE ►ROPERLT ATTACHED TC DL 10.0 PSF O ^' STRUCTIRAL PANELS. BOTTON CAOAD SHALL HAVE A PAOP14LT ATTACHED RIGID CEILING. '•INPORTANT^ FINNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR, ALPINE EIQINEIDID PRODNCTS. LC. SHALL NOT BE AESPOISIILE FOR AEV DEVIATION FROM THIS DESIGN; ANY FAILVRE TO 6 BC OL 7.0 PSF DRW CAUSR127 0019Y009 . a ALPINE OBILD INE 1166515 IN CONFORMANCE KITH TPli OA FASSICATINQ, HANDLING. SHIPPING. INSTALLING NRACIIO OF TROSSES. 1111 DESIGN COIFORNS BETH APPLICABLE PROVISIONS OF IRS (NATIONAL DESIG BC LL 0.0 PSF CA -ENG AEB/GWH ti CONIICIOIfTI011 IN IV All MADE OF EOGATIASTN AOSAMERICANTPI. ALPINE iM0 6ALSFORM .�STE(l MEN ASSOCIATION) AP PLT COt1ECTORS TO f JUS lU 2OOD t TOT.LD. 33.0 PSF SEON - 17198 �AFoi�Fm� �� "-" • EACH FACE OF TRASS. AND UNLESS OTNEIBISE LOCATED 01 TNIS DESIGN, POSITION CONIECTORS PER DRAVINGS 140 A•1. THE SEAL 41 THIS ORABING INDICATES ACCEPTANCE OF PROFESSIONAL ERCIRIFNIHQ RESIDIS11IL ITV SOLELY FOR TIE TRISS COMPOIENT DESIGN SHOW. THE SUITABILITY AID USE OF THIS 00ILOIVR IS THE RESPONS[HILITT 0► THE BU1lD1HG OESIQILI, if1¢ ANSI /TP tTlflfG6 SECTION 1. �pL %' OUR. FAC. 1.25 FROM GA SPACING 24.0* (KEMPO519-SPARKS / KEMP - A2 26' COMN) TOP CHORD 2x4 OF -L #1 -rBOT CHORD 2x4 OF -L fl 1�1 WEBS 2x4 DF -L Standard 0 PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. I 0 rn an 0 H V A O a A W 0=4 W z W4X4(A2) C:y THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS: TO BRACE TC 0 24.00' OC, SC Q 72.00" OC. DEFLECTION MEETS,L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. n 7, W4X4 a NJA4 m W2.5X4 a W4X4 (A2) Eq -7.8-0-0 w TE COUN1 I-f`o-PNlQJG �` air.. ,,per.+ „a L 13-0-0 I 13-0-0 I FP' 26-0-0 Over 2 Supports R-962 W-5.5' ^PPR,0VEU R-962 W-5.5" I 0 0 0 N O ti PLT TYP. Wave TPI -95 R Design Criteria: TPUSTD) CA/ -/l" ---/-/F Scale —.25w/Ft. ti *, ., ' •�.` ? .. ^ ALPINE .1.. pp.,,�,� `�`�CA M �' "WARNING•' TRISSES 1108111 EITREIE CARE 11 FABRICATION. WOLIIO. SNIPPING, INSTALLING AND B1Ac1I1. 1aIR to xle•01 DIN LING IIBTuIIEG A10 BRACING). P88LISNED 0Y TPI Q&15S PLATE IESTITUTI. SIS D'OENA10 CA., SUITE 200. MADISON. RI 53719). FOR SAFETY PRACTICES PN101 FO PERFORMING TRESS FRNCTIONS. UNLESS OTIERIISE INDICATED. TOP CNOAD SHALL HAVE PROPERLY ATTACHED. STRUCTINAL PANELS, BOTTOM CBM SEALL RATE A PROPERLT ATTACHED RIGID CEILING. •IMPORTAN• FnitsH A toPT of refs olstu TD Tet IRnALLATION tornucTOR. LININ( u1uaR P0.000C15, TINC. SMALL NOT IE RESPONSIBLE FOR MY DEVIATION FROM THIS DESIGN: ART FAILURE BOILO Txt TRVSSES IN CDIIFORKAIC1 VITO TPI: OR FABRICATING. HANDLING. SNIPPING. INSTALLING D' B0.ACIIO *111 1Dst1s. THIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS Of NOS$ (NATIONAL DES SPEC iF ICAT01 ►OBLISEEO BT THE AMERICAN FOREST AND PAPER ASSOCIATIoq AND T►1. ALP18t COMAICIORS ANE RAGE OF &USA ASTM A653 GRAD GALT. STEEL. EICEPT AS ROTID. APPLY CONNECTORS. TO I PER BACJ PACE OF TRUSS, An UREAL 1TNENNI SE LOCATED DI THIS ACCEPTANCE POSITION RO PROFESSIONAL RESHO S KI A.Z. n[ SEAL ON THIS MPONENT tESIGNTES ACCETTATA. OE OF TABILISIOAND ESDIOEERIIS - CCWCXINTIFOR ATY N►ARTICULARELY IN ETRUSS NVILD G IS TIETEESP00.SIIRITY OF TIE BUILDI GITY DESIIGNNER. PER THIB -, ANSin►1 1.110, SECTION 2. p1.D W. gyp, '4 ( 05 U I 1D 2000 + * 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 REF 8427--52255 DATE 07/10/00 ORW CAUSR427 00192010 CA -ENG AEB/GWH SEON - 17205 OUR. FAC. 1.25 FROM GA • SPACING 24.0 0519 -SPARKS / KEMP - A2A 26' COMN NT ITOP CHORD 2x4 DF -L $1 -r OT CHORD 2x4 DF -L #1 WEBS 20 DF -L Standard c-� LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. IUSE SAME DESIGN FOR ONE -PLY COMMON TRUSSES 0 24. OC. XTEND SLOPING TC OF TRUSS 24-. SUPPORT EXTENSIONS EVERY 4 FT c="•0 LOWER TC. o .EE DWGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. z - (•) IN LIEU OF RIGID SHEATHING USE PURLINS TO BRACE TC ® 24. OC Rt H v A O ' A3. W, FSO w ` ' W4X4 z, c.s z , w w 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 0 24.00. OC, BC ® 12.00. OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 fSF BC LIVE LOAD PER UBC. W2.5X4 n +8-0-0 13-0-0 1 13-0-0 _1,3'x) i 1 • ,,r;I 26-0-0 Over 2 Supports R-853 W-5.5'� ' n. R-967 W-5.5• F?0 PLT TYP. Wave TPI -95 R Design Criteria: TPI STO CA - 1 - - - F Scale -.250/Ft. 1 ••NARNIAS•- TRUSSES REWIRE EITEENE CARE IN FABRICATION. RRAIDLING. SKIPPING, INSTALLING AND TC LL 16.0 PSF REF R427--52259 O IAACID, ARM TO Nil 1 (NAW UNG INSTALLING AND INACING). POBLISDED DT TPI (TW w St PLATE � O 1 1ISTIML, 591 D'ONOFAIO DR.. SUITE 900. MAO ISDN. KI 53719). FOR SAFETY PRACTICES PRIOR TO O PUPOINIK TRUE FORCTIONS. UIUSS OTHENNISE INDICATED. TOP CWAO SHALL HAVE PROPERLY ATTACIED (. ( TC DL 10.0 PSF DATE 07/10/00 N STRUCTURAL PANELS. BUTTON COORO SBALL MAYS A PAOPIALT ATTACHED RIGID CEILING. —IMPORTANT— FURAISN A COPT 0► THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIGINEE1E2106 BC DL 7.0 PSF DRW CAUSR427 00192014 O ►RODICTS. RIC. STALL NOT BE RESPONSIBLE FOR All DEVIATION FAUN THIS cisco: ANY FAILURE TO -� @11L0 TAE TRUSSES 11 CDRPORNJACE NIT" TPI: OR WARMING. HANDLING. SNIPPING. INSTALLIAD A BC LL 0.0 PSF CA ALPINE -ENG AEB/ GWH • GNACINS OF TRUSSES. TARS DESIGN COITURNS NIT! APPLICABLE PROTIl10NS BF US (NATIONAL .IS. • .��- cON: CTCusllOiAAE Of fQ�DZOTGATAfET11 663 GItAo GAIY�tT((I�EI ASSOCIATION) AND 111. TUCONN[CTOR3 10 # Jul 10 200 ,► TOT.LD. 33.0 PSF $EON - 17245 ti EACH FAC[ OF TRUSS. AND MISS OTHERNISE LOCATED 01 THIS DESIGN. POSITION CONNECTORS PEA ,VL DUR.FAC. 1.25 FROM GA ONAVIEGS ISO A-2. TIE SEAL OA THIS DRANING INDICATES ACCEPTANCE OF PROFESSIONAL ENGIREEAIIG / C .V� RES►01IIBILITY SOLELY FOR TIE TRUSS COMPONENT DESIGN SIM. TIE SUITABILITY AND tSE OF T11 CARPOIIST FOR AAT ►ARTICILAR 9UILOING IS TBE RESPONSIBILITY OF TIE GNILDUG DESIGNER. PER SPACING 24.0' "Simi 1.1916 SIC7101 9. _ 19 -SPARKS / KEMP - A3 26' M1IIPSET) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS a DIMENSIONS) SUBMITTED BY TRUSS MFR. ITOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: � BOT CHORD 2x4 OF -L #18Bet. WEBS 20 OF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES 0 24.0" OC. EXTEND 0o SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS c" EVERY 4.00 FT TO FLAT TC. ATTACH 2x4 LATERAL BRACING TO FLAT -� TC 0 24.00" OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER ,--;NIB-91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. CA W5X8 fa W3X6 Gs V A d ' A4 11. A w a w 1W3X14 (B3) o ..... z z w x 4.2-o-oal (A) CONTINUOUS LATERAL BRACING EQUALLY SPACED ON MEMBER. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. #1 HIP SUPPORTS 8- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X14 Q W5X8® 1W1.5X4 M TtawIT) a 101JAo a W5X8 0 WI.5X4 m P 3 T 2-8-4 _.e-0-0 J I -TE _ r> boa""`���� Y 8-0-0 I 18-0-0 I N� tG 26-0-0 Over 2 Support Sol e" R-2172' 9-5.5 ` *8, w R-2393 W-5.3• ��• RRR Co C_ PLT TYP. H1 h Stren th Wave TPI -95\R Design Criteria: TPI STD CA - 1 - - F Scale -.25' Ft. I-NARNING^ TRUSSES REQUIRE ESTNEME CANE 11 FABRICATION. IAtlDLING. SNIPPING. INSTALLIO AND O BRACING. 1EFER TO NIB -91 (HANDLING INSTALLING AND BRACING). ►1GUSMID RT TPI (TRUSS PLATE ptA W. TC LL 16.0 PSF REF R427--52256 O INSTITBTE. $0.1 D'OMOFRIO DR.. SUITE IDO. MADISOR. N1 $3115). FOR SAFETT PRACTICES PRIOR TO O - PERFORMING THESE FUNCTIONS. NILEII OTHEANISE INDICATED. TOP CHORD SMALL RA►L PROPERLY ATTACHED TC DL 10.0 PSF DATE 07/10/00 CV STRUCTURAL PANELS. BOTTOM CROAD SHALL RASE A PROPERLY ATTACHED RIGID CEILING. O IMPORTANT— FURSISN A CO OF THIP DESIGN TO TR[ ISSTALLATION CONTIACM. ALPINE [NGINI[RED BC DL ].O PSF DRW CAUSR427 00192011 PRODUCTS, 11C. SHALL tl0T 0L RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ART FAIL INI[ T �-' B91L0 719 TRUSSES IN CONVONAARCE NIU TPI: OR FABRICATING. HANDLING. SUPPING. INSTALLING .� ALPINE BMCING OF TRUSSES. TRIS DESIGN CONFORNS NIn APPLICABLE PROVISIONS OF 105 (NATIONAL OesI I a. 8C LL 0.0 PSF CA -ENG AE8/GWH CONLN[CTONSIFICATION ABC MADE OFOBY EST IDSA ASTRABS3 GRID GALS. RICAN FOREST STE( . ( CIPAPER PTIASIN TED.AID TPI. PPLY CONNECTORS TO * Jul 10 2000 * EACH FACE OF ?ROSS. AND RNlE33 OTHERWISE LOCATED ON THIS DESIGN. POSITION CONIECT04S PER TOT.LD. 33.0 PSF SEAN - 17210 01101963 190 A -C. THE SIAL 01 THIS ORASING INDICATES ACCE►TAMC[ OF PROFESSIONAL ENGINEERING CIWL DUR.FAC. 1.25 FROM GA �F eaed pDD *[$POSSIBILITY SOLELY FOR TIE TRUSS COMPONENT OISIGI $3091. THE SUITABILITY AND USE OF TNI$ -4�19 uiiiiiTl�iiSsfumoi i�� fuLDING 19 THE REvofslenm of TIE BwlouG DESIGNER. PER $PACING 24.0' KEMP0519-SPARKS / KEMP - B1 36' HIP TOP CHORD 2x4 DF -L #1 :T2 2x4 DF -L #18Bet.: 30T CHORD 20 DF -L #1 :82 2x4 DF -L #138et.: WEBS 20 DF -L Standard C1 -A PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. F1: IDEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W CDO:ALCULATED VERTICAL DEFLECTION IS 0.45' DUE TO LIVE LOAD -2\ND 0.65' OUE TO DEAD LOAD AT X - 19-11-10. 0 z USE SAME DESIGN FOR ONE -PLY COMMON HIP TRUSSES @ 24.0. OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 4.00 FT TO FLAT TC. ATTACH 20 LATERAL BRACING TO FLAT TC m 24.00. OC WITH 2-16d NAILS AND DIAGONALLY BRACE PER HIB -91 13.2.1(FIG.33). OR DWG. BRCALHIPO699. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. cn E' W5X8 m W1. SX4 W3X8 N'! A a 4 r- T2 w A W WSVG HS416 a z W3X10(B1) e z W3X8 s W1.5X4 M THIS DWG PREPARED FROM COMPUTER INPUT (LOADS d DIMENSIONS) SUBMITTED BY TRUSS MFR. 2 Complete Trusses.Required NAILING SCHEDULE: (0.131x3.O_g_na11s) TOP CHORD: 1 ROW @ 12' o.c. BOT CHORD: 1 ROW @ 12' O.C. WEBS : 1 ROW @ 4' o.c. USE EQUAL SPACING BETWEEN ROWS AND STAGGER NAILS IN EACH ROW TO AVOID SPLITTING. #1 HIP SUPPORTS 8- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. I W5X8 m W5X8 P3 W3X8 W1.5X4 S -,4 +8-0-0 W2.5X4 w HS416 W5X8 e W3X1O(B1) C=3 l� E l WNG L 36-0-0 Over 2 Supports R-3076 W-5.5` r R-3075 W-5. w cc �- PLT TYP. High Stren thlWave TPI -95\R Design Criteria: TPI STD CAI -111-/-/-/F Scale —.1875' Ft. O O O N O ^• —MARRING •• TRUSSES REQUIRE EXTREME CASE IN FABRICATION. RANKING. SUPP11G. INSTALLING ARID "ACING. REFER TO 111E-91 (BABOLIIG INSTALLING AND BAACtM . PUBLISHED BY TPI (TRUSS PLATE 1.3111111[. SHS D'ONOPIIO DR.. SUITE too. MADISON, NI E37I9), FON "PITT PRACTICES PRIOR TO PERFORMING T81,11 FUNCTIONS. UNLESS OTNIRUISI INDICATED. t0► CROW SMALL HAVE PROPERLY ATTACKED STRUCTURAL PANELS. BOTTOM CBORD SHALL HAVE A PIOPESLY ATTACKED RIGID CEIIINN. •IMPORTAIIT•- Fvut&H A COLT OF THIS DESIGN TO Tl( INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. 11C..BALL NOT Of RESPONSIBLE FOR ANY DEVIATION room THIS DEstui ART FAILURE T "ILO TBE ISO ESIN CONFORMANCE BITN TVI; OR FURICATIn. NAMING. SNIPPING, INSTALLIRO A BRACIIS v TRUSSES. THIS DESIGN CONFOSNS MITI APPLICASLC PROVISIONS OF NOS (NATIONAL 0171 M! 6 TC LL 16.0 PSF TC OL 10.0 PSF BC OL 7.0 PSF BC LL 0.0 PSF REF R427- -52257 DATE 07/10/00 DRW CAUSR427 0019201! CA -ENG AEB/GWH ALPINE Co2SECTOIS AARREPM Ot oOf tounSIR AAi0S SM4GALLLI. ST STEN . INER IuPPTTtIAs NOTED. TtAPPPLY►CONNECTORS TO t Jul 10 200 y1 TOT. L0. 33.0 PSF SEAN - 17221 ti Npm .�PEM.LtC V "•'--"�'+'M EAU rat of 12032. Aro URIls OTNERVISE LOCATED OF THIS DESIGN. POSITION COBNECTONS PER DURI"S 160 A-1. TSE SEAL 01 THIS CRANING INDICATES ACCEPTANCE OF PROFESSIONAL 1921110111 SIIPONUILITY SOLELY FOR TSE TKO$$ COMMONEST vista SNOUT. THE SUITABILITY ASD NII OF TV IS C01M►OUEUT FON ANY PARTICILAS 891101" IS TNI RESPOISUILLTY OF THE OVILDS16 DESIGNER, PER usiml t•I"s SECTION 1. CML __ __ _ _ DUR. FAC. 1 .25 FROM GA SPACING 24.0" 11 519 -SPARKS / KEMP - B2 36' COMN ITOP CHORD 2x4 OF -L #1 riOT CHORD 2x4 OF -L i1 WEBS 2x4 OF -L Standard C." C_- 1LATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. a I rn Ln 0 z N W2.SX4 W3X6 Ts H W1.5X4 � 4 r YQ Si w ww W2.5X4 0 w W3X8 (A1) fa W3X6 a • z a.w z2�.. 0- 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. 10 PSF BC LIVE LOAD PER UBC. W5X6 m nanvm -•-•-^. — H L 18-0-0 _I_ 18-0-0 W3XB(Al) -3 Z +a-0-0 D -O tJWTE Wk W N . 36-0-0 Over 2 Supports R-1292 N-5.5' �''�$,�SQ PLG DEP -" AMMEN - R-1292 W-5.5' APPROVE c PLT TYP. Wave TPI -95 R Design Criteria: TPI STD CA - 1 - - F Scale -.1875'"/Ft t , O O —WARNING-- TRUSSES IEOUIRE EMENE CARE EE FABRICATION. HANDLING. SNIPPING. INSTALLING AID BRACING. REFER TO 018-91 (NANOLINN INSTALLING AND BRACING). PUBLISHED BY TPI (TRUSS PLATE INSTITITI, 683 D'ONOFRIO OR.. SUITE 100. MADISON. WE $3719). jOR SAFETY PRACTICES PRIOR TO pW W. TC LL 16.0 PSF REF R427- -52258 O PERFOANING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SMALL HAVE PROPERLY ATTACHED ( TC DL 10.0 PSF DATE 07/10/00 CV STIOCT044 PANELS. BOTTOM CROID SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. COPY OF IS DESIGN INPO 'PRODUCTS. BC DL 7.0 PSF DRW CAUSR427 0019201 INC. SHALLISH NOTA01 RESPONSIBLE FDA ANY DEVIATIONLATION FROM THIS DESIGN; ANYNIFAILUREETO .__. ALPINE BUILD INE TRIMS IR COIFORRAICI WITH TPI` OR FABRICATING. HANKINS, SRIPP180. INSTALLING AND eRACut Of TRUSSES. THIS 013161 CONFORMS KITH APPLICABLE PROVISIONS Of IDS (RATIONAL DESIGN °� "0., 02 BC LL 0.0 PSF CA -ENG AEB /GWH SPECIFICATION PUBLI3HE0 BV n( ARRICAN FORM AND PAPER ASSOCIATION') AND IPI. ALPINE CONNECTORS ARE NAGE OF 206A ASTM A693 6140 GAY. STEEL. EICIPT AS NOTED. APPLY CORIECTORS TO * Jul 10 2000 TOT. LD. 33.0 PSF SEQN - 17232 •i.,,..or CA 9 US EACH FACE Of TRUSS. AND UNLESS OTIIINISE LOCATED ON TITS DESIGN. POSITIOS CONNECTORS ►E4 0 ANINGS 360 A-1. THE SEAL 00 THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ERR SHNGINEERING RISPOISIIILITY SOLELY FDR TRE ISS COMPOREDESIGN ORI. THE SURABILITT ARD USE OF THE$ ACORP 0 /TPITI`L�9N6 SECTARIOICILAR BUILDING IS THE RESPORSIIILITY OF THE BUILDING DESIGNER. PER A y Y OUR. FAC. 1 .25 FROM GA SPACING 24.0" r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF --1F Project Title.......... KEMP HOME Date..09/O1/00 13:09:OF Protect Address........ LODGEVIEW DR. ******* ---------------------- Assembly O RO V I L L E *V5 .10*................-'.�_��._.�,J.................................... Documentation Author... WILLIAM H. FOX Fox Company ******* Bui inc,-Permit # ' `1 12 0 �...........................................................................Q............. U -value 3995 Olive Hwy. P an Check / Date R-17.8 0roville, CA 95966 R-17.8 0.065 530-533-2730 Field Check/ Date Climate Zone........... 11 ----------------------- Compliance Method...... MICROPASS vS.10 for 1998 Standards by Enercomp. Inc. MICROPASS v5.10 File••-SPK1352S Wth-CTZ11S92 Program -FORM CF -1R - - User#-MP1809 ------------------------------------------------------------------------------ User -Fox Company Run-SPK1352W ' GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front. Orientation. Number of Dwelling -Units ... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U --value .... Average Glazing SHGC....... Average Ceiling Height..... 1623 sf Single Family Detached New Front Facing 180 deg (S) 1 1 Raised Floor 11.2 % of floor area 0.38 Btu/hr'-sf-F 0.36 8 ft Orientation -------------------- Window Front BUILDING SHELL. INSULATION ---------------------------- Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-11 R-19 R-30 0.031 Door n/a R-0 R-n/a R-0 0.330 Door n/a R-0 R-n/a R-0 0.330 SlabEdge n/a R-0 R-n/a F2=0.900 SlabEdge n/a R-0 R-n/a F2=0.550 Floor Wood R-19 R-0 R-19 0.037 Orientation -------------------- Window Front (S) Window Front (S) Window Left (W) Window Left (W) Window Back (N) Window Back (N) Window Back (N) Location/Comments ------------------------- Outside, Garage Attic Solid Wood Solid Wood FENESTRATION Area U- Interior (sf) Value SHGC Shading ------ ------ ------ --------------- 9.0 0.370 0.320 Standard 24.0 0.370 0.320 Standard 16.0 0.370 0.320 Standard 16.0 0.370 0.320 Standard 3.0 0.370 0.320 Standard 6.0 0.370 0.320 Standard 14.0 0.370 0.320 Standard Over- Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Cdr -rte Yes n rd Yes `E' n' _ ' ted^r Yes f CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R. Project Title.......... KEMP HOME Date..09/01/00 13:09:08 ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-SPK1352S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-SPK13S2W ;. ------------------------------------------------------------------------------ Area Orientation (sf) Window Back (N) 14.0 Window Back (N) 6.0 Window Right (E) 9.0 Door Right (E) 20.0 Window Right (E) 12.0 Window Right (E) 32.0 FENESTRATION ------------ U- Interior Value SHGC Shading ------ ------ --------------- 0.370 0.320 Standard 0.370 0.320 Standard 0.370 0.320 Standard 0.490 0.670 Standard 0.370 0.320 Standard 0.370 0.320 Standard HVAC SYSTEMS REMARKS 4UTTE DEPApTku.to . Ove r -- Exterior hang/ Shading Fins Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes Standard Yes REMARKS 4UTTE DEPApTku.to . Minimum Duct Duct Tested Duct ACCA Thermostai Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0.800 AFUE Attic R-4.2 No No Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R-vaIus. Storage Gas Standard 1 0.60 50 R- n%a REMARKS 4UTTE DEPApTku.to . CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1P Project Title.......... KEMP HOME Date..09/01/00 13:09:08 ~ MICROPAS5 v5.10 File--SPK1352S Wth-CTZ11S92 Program -FORM CF -1R - User#-MP1809 User -Fox Company Run-SPK1352W -------------------------------------------------------------------------------- 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.... BEN SPARKS Company. SPARKS CONSTRUCTION Address. 60 AMBUSH HILL OROVILLE CA. 95966 Phone... 530-589-0784 License. B--702995 Signed. . ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) (date) Name.... WILLIAM H. FOX Company. Fox Company Address. 3995 Olive Hwy. Oroville, CA 95966 Phone... 530-533-2730 Signed. . .a`!RR� ...... ............... .......... ....97..._O d (.da e) 4111 TE COUN, NG v-9kTpAEk-. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- Project Tit.le.......... KEMP HOME Date..09/01/00 13:09:08 Project Address........ LODGEVIEW DR.*** --------------------- 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...... MICROPAS5 v5.10 for 1998 Standards by Enercomp. Inc. MICROPASS v5.10 File-SPK1352S Wth-CTZ11S92�- Program -FORM «MF-1RY- ----, User#-MP1809 User -Fox Company Run-SPK1352W .--------------------------------.--------------_-------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with a 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; aG minimum component performance specifications for the mandatory measures whethe?i they are.shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES ---------------- Design- Enfor se- 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). *1.50(d). Minimum R--13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no cheater than 0.3%, water vapor transmission 'rate no greater than 2.0 Perm./inch. 1.1.8: Insulation specified or installed meets CEC quality standards. Indicate type and form. 11.6-17: 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(x): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed Sec. 15.1 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative and Gas Logs 1. Masonry and factory -built fireplaces have to comply with �r Gas App 'ai 11 4d Vr MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -LR Project Title.......... KEMP HOME Date..09/01/00 13:09:08 -------------------------------------------------------------------------------- MICROPAS5 v5.10 File-SPK1352S Wth-CTZllS92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-SPK1352W ------------------------------------------------------------------------------- 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(,j): 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 -Q. 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. S. 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- sulated, 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 UL1818 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 fMAW COU , for future solar heating. ��_V MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... KEMP HOME Date..09/01/00 13:09:08 MICROPASS v5.10 File-SPK1352S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-SPK1352W --------------------------------------------------------------------------- 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 Stu/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(k)2: Rooms with 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 0 . COLA' i 1 IYG DEpAA ' COMPUTER METHOD SUMMARY Page 1 C -2F Project Title.......... KEMP HOME Date..09/01/00 13:09:OE Project Address........ LODGEVIEW DR. ******* --------------------- OROVILLE *v5.10* Documentation Author... WILLIAM H. FOX ******* Building Permit # FoxCompany..................................................................................................... 3995 Olive Hwy. Plan Check % Date Oroville, CA 95966 _ ................................... 530-533-2730 Field CheckJ Date Climate Zone........... 11 __.--------------__--_-- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-SPK1352S Wth-CTZ11S92 Program -FORM C -2R^ - -. User#-MP1809 User -Fox Company Run-SPK1352W ------------------------------------------------------------------------------- ---=------------------------ ____________________________ MICROPASS ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = - (kBtu/sf-yr) _------------------------ Design Design -------------------- Margin = - Space Heating.......... 19.14 17.62 ---------- _ 1.52 = = Space Cooling.......... 17.66 9.54 8.12 Water Heating.......... 14.94 12.97 1.97 = - Total 51.74 40.13 11.61. _ *** Building complies with Computer Performance GENERAL INFORMATION ------------------- Conditioned Floor Area..... 1623 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 180 deg (S) 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 12904 cf 0 sf 11.2 % of floor area 0.38 Btu/hr-sf-F 0.36 8 ft 7 ,E cool -'I 1 �T,�l Fy.- [� 6 PIPH COMPUTER METHOD SUMMARY 1 Window Paae 2 C -2R Project Title........... Window KEMP HOME 3 Window Date..09/01/00 13:09:08 MICROPAS5 v5.10 File-SPK1352S (W) Wth-CTZ11S92 Program -FORM C-2R4� ---------- --------------------------------------------------------------------- User#-MP1809 User -Fox Company Run-SPK1352W BUILDING ------------------------- ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type -------------- (sf) ----- (cf) ------- Units ----- itioned ------- Type (ft) ----------- ----- (sf) Credit HOUSE -------- --------...... Residence 1623 12904 1.00 Yes Setback 2.0 Standard No 'OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 259 0.065 17.8 180 90 Yes W.19.2X6.16 Outside 2 Wall 234 0.065 17.8 180 90 Yes W.19.2X6.16 Outside 3 Wall 176 0.065 17.8 270 90 Yes W.19.2X6.16 Outside 4 Wall 172 0.065 17.8 270 90 No W.19.2X6.16 Garage 5 Wall 379 0.065 17.8 0 90 Yes W.19.2X6.16 Outside 6 Wall 81 0.065 17.8 0 90 Yes W.19.2X6.16 Outside 7 Wall 167 0.065 17.8 90 90 Yes W.19.2X6.16 Outside 8 Wall 160 0.065 17.8 90 90 Yes W.19.2X6.16 Outside 9 Roof 1623 0.031 30 n/a 0 Yes R.30.2X4.24 Attic 10 Door 20 0.330 0 180 90 Yes None Solid Wood 1.1. Door 20 0.330 0 270 90 No None Solid Wood 12 Door 20 0.330 0 0 90 Yes None Solid Wood 1.5 Floor 1352 0.037 19 n/a 0 No FC.19.2X8.16 Surface ------------ HOUSE 13 SlabEdge 14 SlabEdge Orientation PERIMETER LOSSES ----------------- Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments HOUSE 1 Window Front (S) 2 Window Front (S) 3 Window Left (W) 4 Window Left (W) 5 Window Back (N) 6 Window Back (N) 47 0.900 R-0 No 24 0.550 R-0 No FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior ShadE (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC 9.0 0.370 0.320 180 90 Standard/0.76 Standard/0.68 24.0 0.370 0.320 180 90 Standard/0.76 Standard/0.68 16.0 0.370 0.320 270 90 Standarl,j� 6 Standard/0.68 16.0 0.370 0.320 270 90 Standar / -6G�-t&;nda rd /0.68 3.0 0.370 0.320 0 -90 St etc76 Standard/0.68 6.0 0.370 0.320 0 90 Standar . rjEP ,Jr6*d?aCRd/0.68 COMPUTER METHOD SUMMARY Page 3 C -2P Project Title.......... KEMP HOME Date..09/01/00 13:09:0E MICROPAS5 v5.10 File-SPK1352S Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-SPK1352W ---------------------------------------------------------------------------------- FENESTRATION SURFACES A rea Surface (sf) HOUSE OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin— Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hghi 1 Window 9.0 3.0 Area U- 24.0 Act 3 Exterior Shade Interior Shack: Orientation ----------------------- 4 Window (sf) ----- Value SHGC Azm Tilt Type/SHGC Type/SHGC 7 Window Back (N) 14.0 ----- 0.370 ----- 0.320 --- 0 ---- 90 -------------- Standard/0.76 -------------- Standard/0.68 8 Window Back (N) 14.0 0.370 0.320 O 90 Standard/0.76 Standard/0.68 9 Window Back (N) 6.0 0.370 0.320 0 90 Standard/0.76 Standard/0.68 10 Window Right (E) 9.0 0.370 0.320 90. 90 Standard/0.76 Standard/0.68 11 Door Right (E) 20.0 0.490 0.670 90 90 Standard/0.76 5tandard/0.68 12 Window Right (E) 12.0 0.370 0.320 90 90 Standard/0.76 Standard/0.68 13 Window Right (E) 32.0 0.370 0.320 90 90 Standard/0.76 Standard/0.68 A rea Surface (sf) HOUSE OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin— Left Rght Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hghi 1 Window 9.0 3.0 2 Window 24.0 6.0 3 Window 16.0 4.0 4 Window 16.0 4.0 5 Window 3.0 3.0 6 Window 6.0 3.0 7 Window 14.0 3.5 8 Window 14.0 3.5 9 Window 6.0 2.0 10 Window 9.0 3.0 11 Door 20.0 3.0 12 Window 12.0 4.0 13 Window 32.0 8.0 System Type ---------------- HOUSE Furnace ACSplit 3.0 24.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0. 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 1.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 2.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 26.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 6.67 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 3.0 8.0 0 n/a n/a n/a n/a n/a n/a n/a n/a 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a X11 FE CoUN I 1 B ®Ei A 1q�yq TMy '^ HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACCA Ducat. Efficiency ------------ Location ------------ R -value ------- Leakage --------- Manual D --------- Eff ---------- ----....0.800 0.800AFUE Attic R-4.2 No No 0.737 10.00 SEER Attic R-4.2 No No 0-645 X11 FE CoUN I 1 B ®Ei A 1q�yq TMy '^ COMPUTER METHOD SUMMARY Page 4 C -2R. Project Title.......... KEMP HOME Date..09/01/00 13:09:08 MICROPASS v5.10 File-SPK1352S Wth-CTZ11S92 Program -FORM C -2R ' User#-MP1809 User -Fox Company Run-SPK1352W ------------------------------------------------------------------------------- WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value -------------- ------------ -------------------- -------------- ------ ---------- 1 Storage Gas Standard 1 0.60 50 R- n%a REMARKS . SWI TE. CO ,1 R esu HVAC SIZING Page 1 HVAC Project Title,......... KEMP HOME Date..09/01/00 13:09:08 Project Address........ LODGEVIEW DR. *******-----------------_•_._-_. 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 ------------------------ C , ompliance ---------------__--...._Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp.„ Inc. MICROPASS v5.10 File-SPK1352S Wth-CTZ11S92 Program -HVAC SIZING A User#-MP1809 User -Fox Company Run-SPK1352W ----------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 1623 sf Volume ...................... 12904 cf Front Orientation.......... Front Facing 180 deg (S) 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...... 11270 5203 Glazing.Conduction............... 2775 1804 Glazing Solar .................... n/a 1937 Infiltration ..................... 7340 3013 Internal Gain.........-,.......... n/a 2550 Ducts ............................ 2138 1451 Sensible Load....,.. ............. 23523 15958 Latent Load ...................... n/a 4787 Minimum Total Load ----------- 23523 ----------- 20746 Note: The loads shown are only one of the criteria afi#WdJt:jr& tJ1,'e7 Se:Lection of HVAC equipment. Other relevant design f�ac�tors such as air flow requirements, outside air, outdoor design tem' 61ic0WG'e,1r5)(= jcotii l.S oizing. availability. of equipment, oversizing safety margip-, etc., must a so be considered. It is the HVAC designer's resporisibl£ �r all HVAC SIZING Page 2 HVAC Project Title.......... KEMP HOME Date..09/01/00 '13:09:0E ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-SPK1352S Wth-CTZ11S92 Program -HVAC SIZING User#-MP1809 User -Fox Company Run-SPK1352W __------------------------------------------------------------------------------ factors when selecting the HVAC equipment. 7 1 LING Dep.4RTMEt�z.f JOB ORDER Oroville-Wyandotte Irrigation Dist ict Nt 4452 RHO or" dr m_., OB DESCRIPTION LOCATION: WORK REQU METER LOCKED YM N 1] BACKFLOW REQUIRED Y)( N O (IF YES. IS INSTALLATION O DEVICE COMPLETED) Y O N O (IF NO. DO NOT TURN ON WATER) PERSON CONTACTED IN BACKFLOW DEPT. Units MATERIAL USED EACH TOTAL Meter No. Reading MATERIAL SUB -TOTAL AGGREGATE SUB -TOTAL Plus X90 MATERIAL TOTAL CONTINUATION iHEET 1 2 3 4 5 6 7 8 910 ITEM J DISTRICT ACREAGE ES O NO EQUIPMENT USED HOURS RATE PROPERTY DESCRIPTION NO. OF DWELLINGS SERVED TOTAL I NAME SUB -TOTAL PLUS OVERHEAD EQUIPMENT TOTAL LABOR TOTAL 1 hereby authorize the District to proceed with the herein described work, and for this purpose please acknowledge receip of my deposit in the amount of Date: (SIGNA RE) DATE COMPLETED NEW ACCOUNT FORM (c"Lo"nov hw.- N"ZF U H A P NUMBER 06�-' "'Q�!!e LABOR HOURSI RATE I TOTAL TOTALS CAPACITY ANNEXATION FEES I I JOB ORDER Oroville Wyandotte Irrigation Di rict NT 4453 • I / ' ��. rig .�' ��r�%J.i��N�, JRB DESCRIPTION .00ATION: WORK REQUIRED: ME17ER LOCKED Y O N O 3ACKFLOW REQUIRED Y� NU IF YES, IS INSTALLATION OF )EVICE COMPLETED) Y O N O IF NO, DO NOT TURN ON WATER) DERSON CONTACTED IN BACKFLOW DEPT. (nits I MATERIAL USED I EACH I TOTAL Meter No. Reading a a�va lira a LI.:.J Va\a� l aVl� IN DISTRICT ACREAGE. NO. OF DWELLINGS SERVED A/ NUMBER _ YES O NO ©� _ _ � � EQUIPMENT USED LABOR ITEM 1HOURS1 RATE I TOTAL I NAME I HOURSI RATE I TOTAL SUB -TOTAL PLUS OVERHEAD EQUIPMENT TOTAL I I I LABOR TOTAL I I I hereby authorize the District to proceed with the herein TOTALS described work, and for this purpose please acknowledge SYSTEM CAPACITY receipt of m�ydeposit in the amount of ANNEXATION FEES $ MATERIALS MATERIAL SUB -TOTAL Date: ` EQUIPMENT AGGREGATESUB-TOTAL (SIGN TURE) LABOR Plus � 96 CMISC. MATERIAL TOTAL DATE COMPLETED SUB TOTAL ONTINUATION NEW ACCOUNT FO DEPOSIT — HEET 1 2131415161718191 1 NET TOTAL APPLICATION FOR WATER SERVICE (POTABLE) , °4 rovitle-Wyandotte [rrigs9596honDistrict r % 1ti,%�.\rswrtMroRA,\wRpWm nw Phone S30-533-4578, FAX 530433-9700 f — 4001". meg ATE: ACREAGE: *ASSESSOR'S PARCEL No.— — OD— NAt*v1E: TEELEPHONE: OWNER: ADDRESS: O` OF S�ICE EQUESTED: AGENT: CITY/STATE/ZIP: METER SIZE REQUESTED: WE OTHER:' s : PROPERTY CURRENTLY SERVED B OTHER WATER SOURCE? ' Y ;N +TYPE: t ARE THERE, OR WILL THERE BE ANY MATERIALS HANDLED OR PLUMBED M SUCH A WAY AS ,TO ALLOW THEM TO ENTER TOTHE POTABLE WATER SUPPLY SYSTEM; Y[:] N SERVICE LOCATION: , _ ,,5 i ",PROPERTY IN DISTRICT? Y ® N ❑ STRUCTURES ON PROPERTY? Y N ®'TYPE &NUMBER: , \ CAPACITY CHARGES PAID?. "' Y ❑ N; © ~;TENTATIVE WILL -SERVE LETTER y N ;1`�r � , ter 4�4 •�� ,.. .:: r..�. � + ">Ad,0,111& O ERNO.• �fy NOTICE TO APPLICANT: •.• Fees & charges areCOMMENTS:Qp estimates and a'e 4&ctive for 30 days. Installation of mainlines/ serviasswiU be'done by OWID at the expense of the applicaet. Initial determination of backflow requirements is advisory only and based solely on the informatlon provided by applicant. •A thorough cross -connection r survey will be conducted prior to water service being t established. Installation of a backflow prevention assembly may be'required following this survey. i APPLICANT'S SIGNATURE WATER SERVICE AVAILABLE? Y e'N LINE LOCATION: RECORDED EASEMENT REQUIRED? - Y ❑ NB MAINLINE EXTENSION REQUIRED? YQ NET SERVICE INSTALLATION REQUIRED? Y N ROAD -CROSSING REQUIRED? Y N Q' BACKFLOW DEVICE TYPEISIZE: A.G. ❑ COMMENTS: YEIN❑ R.P. D.C. ❑ 9O1 Comments METER SIZE APPROVED: LINE SIZE: COMMENTS: 127 ele-- 5e- T un4,G/ow ve vi<� Comments ESTIMATED FEES 8t CHARGES ;?7 , c, o System Capacity Installation Estimate Alae /JdLA lrl Annexation Processing Annexation Fee (SM9/ac.) LJ County Clerk's Posting Fee (S25) LAFCo Processing Fee Deposit (S600) LAFCo Sphere of Influence Fee (525/ac.) State Board of Equalization Fee &-) I ESTIMATE TOTAL .7/ �iloo3a8/ rA :\ plicant-S Information Taken By r r KELLY RIDGE P. ROAD a P lb lb � 66.0/ 66.0 6 . ! 969.!3 /03.97 �....•• ii. i0 v � C OH 0 "1* ' ? Q a :' r COURT 73 76.59 0 T .. 4 ~ 14t o O o q KOKgNE /4, �/ i; iQOp � � �,O + p Phi 49. i 9• 00 600 s1 fly 7q tl p6 ® b R ' 0 . y 6te LODGEGIEW a 7 c°o N r. ❑ APPROVED bONDITIONALLY APPROVED :< ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit #: 00— 8 (� Date: Genera/Informabron A AP#' Q� J -2.00 L1 Owners Name: ��� ` �bN�y � Parcel Acreage: 1 '_ Owners Address: O2 3 T�l '3T cn-a- /) L ) C A `VS9 � s Building Site Address: Provenly Information Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ® SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Sew ❑ Well ❑ Other Zone District: RT- "- I Date of Zoning Ordinance: C)3 L — y General Plan: y Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement IM No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan IM No ❑ Yes Violation Area EjNo ❑ Yes Specific Plan ® No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone No ❑ Yes, check use ❑ Yes I 08 2 9 Floodplain No Zone: Panel Number: ® ❑ Watershed Protection Zone No Yes Proposed Use Complies With: 99 General Plan Zoning Proposed Use Repuires: ❑ 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 Drairage Improvements Required: E]No ElYes Applicable Setbacks: Zonina Ccde Street & Highways Fre Prevention Subdivision Ma Front Side S,de street Rear CD Height --------- Permit C/o arance Environmental Health i«ugS, Septic Permit Review: Agriculture Affidavit Required ❑ No ❑ Yes Well Permit Review: Designated Weil Site ❑ No ❑ Yes Land Development Review: Drainage Plan (CorrpW/Multi) ❑ No ❑ yes �arcei Created by: ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road'Name: Compiles with County Standards for Deed Creation: ❑ No ❑ Yes Comments: KE'LA-Y MI E &&E � s uJ,-- t 0 3 Map Date of Recording: Lot:1 Block: Book: -=-� Page�•(: 1 � y :onditions That Must jtaI t Price to Issuance of Permit ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ 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 Applkadon/lot line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Constrvd road to ❑ Meet parcel size required by zone ❑ Meet current t:HD requirements. ❑ Other :eneral Comments: AND YMEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 2000-0029872 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:21PM 02 -Aug -2000 REC FEE .00 CONFORM x.00 Cindy Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Of osy( Date D a PROPERTY OWNERS: State of California County of B Lrtb-1 On 9'a -'b0 personally appeared WnaJ6t k. K f j an 't / I I-& , , L ,Aryl n .. Personally- kwmmAo4se (or proved to me on the basis of sa{isfactory evidence) to be the persons) whose name(s) 01are subscribed to the within instrument and acknowledged to me that hetshe/they executed the same in lamer/their authorized capacity(ies), and that by 4i&lher/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal LORINOA M. SPENCER VCOMM. 01256094 Signatu Seal: (Dv NCOTARY PUBLIC -CALIFORNIA BUTTE COUNTY 0 OMM. EXP. MARCH 10, 2004'' A.P. # p c orJ.�i i PERMIT NO: 43 - OD Lake Oroville Area Public Utility District 1960 Elio street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the -Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: July 31, 2000 Applicant: Ron & Sandy Kemp (Ben Sparks C'onstr _ ) Applicant Address: Applicant Phone No.: Property Location (s): A. P. No. (s): Fees due: 1023 14th St. #15A Oroville, CA 95965 530-532-8771 530-589-0784 odgeview Drive, Oroville, CA 95966 :felly Ridge Estates, Unit #3, Lot 130 069 - 200 - 054 $1,000 LOAPUD Facility charge - PAID $1,000 Capacity Fee - DUE Application for service approved: AaAhl AlLuft L KE OROVILLE AREA PUBLIC UTILITY DISTRICT Inspection (s) made and successful test (s) observed: Location: Date: M Lake Oroville Area Public Utility District release to close permit: Date: By: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 COPY of Document Recorded 02 -Aug -2000 2000-0029872 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date 0 PROPERTY OWNERS: State of California County of On DI (;( "2-' r I: G. personally appeared ILLLf•A L -6&44 (b2d.. V) /0drec. L - 7fennrannana. Imewn*�me (or proved to me on the basis of sa ' factory evidence) to be the persons) whose name(s) Mare subscribed to the within instrument and acknowledged to me that he/she/they executed the same in bis&er/their authorized capacity(ies), and that by dither/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signaturg/ 1��(/��% 7Seal: L , "'"j A.P. 4 LORINDA M. SPENCER 0COMM. # 1256094 (5 ti NOTARY PUBIC -CALIFORNIA 0 2 BUTTE COUNTY 0 on ` COMM. EXP. MARCH 10, 2004