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017-090-122
rt NOTES f RESIDENTIAL L ` © L �-� 011-280-122 PERMIT NO.-ClMW0, Tony & Linda 12401 Centerville Road, Chico ® t..-Ifi►.1 ��r ��.�5 _ Contr: Owner �� I New Single Family 2 b 21 b IFX f /—//-0? 1 SPECIAL ONDITIONS CHECKED BY . s -- SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS r VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 OFFICE COPY Adriness r GAS f Meter By �� Date- I x E 1•' Metterer By I 5 JOB FINALED (Date) 1' Signature V =_0K 0 = Not OK - = Not Applicable = Not Ready,. .. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements- 4. 2. Soils; Special MH Support Sketch MOBILE HOME INSTALLATION (Plans) OK except #'s ' 3. Sewer; Location -Test -Fall -C/O -Concrete _ Zoning Requirements -Setbacks -Easements 4. Water; Location -Test -Easement Needed (Sketch) Footings; Size -Spacing -Marriage Line 5. Electricity; Location-Clearances-Grnd-/ + /Amp -Concrete Gas; MH Test -Demand -Valve -Connector 6. Gas; Location -Test -Wrap;-/ /" L'ft. - / P Nat. or/ /"L"ft./ /'LPG Electricity; MH Test -Crossovers -Breakers -Clearances 7. Well Clearance & Disconnect Drain; MH Test -Fall -Flex Connector 8. Utility Clearance Water; MH Test -Regulator -Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. \�i Date Footings; Soils -Size -Depth -Spacing -Connectors -Steel Card B-1 Date Card B-1 Date 4. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s ' 6. 1. Zoning Requirements -Setbacks -Easements Electric 2. Footings; Size -Spacing -Marriage Line 9. 3. Gas; MH Test -Demand -Valve -Connector Roof; Shthg-Roofing 4. Electricity; MH Test -Crossovers -Breakers -Clearances 12. 5. Drain; MH Test -Fall -Flex Connector Elec.; Pool Lighting; 15 Volts-GFI 6. Water; MH Test -Regulator -Connector Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Gas and Electricity Tagged Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Tie Downs -Type -Installation Cert. Health Department Approval 10. Exits; Insp.-Sketch Plumb.; Cir. Test -Water Supply Test 11. Cert. of Occupancy Light Niche 12. Permanent Foundation Only; License Decal Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels I Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J 4 I ✓ = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date U erfloor (Plans) OK except #'s Date FRAMING (Continued) ani Setbacks -Easements -Flood -Slope angers -Post Caps -Anchors -Connectors g., fda+ ; Soils-Elec. Grnd.-/ r Ftg. Depth 41f Qling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfnq. Soils-Steel-Elec. Grnd.-/ /" Fig. Depth orches & Decks; Soils -Steel-/ /" Fig. Depth St alts, Main; Steel-Blockouts-Wrapped Stem s, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors )7. Slab, Steel -Wrapped Test -2 Way C/O -Sewer Test Gas Pipe; Size Anchors - Yard Gas Piping; Size Test er Pipe; Test-Ancbj6rs- Reg ylptor-Service Test & Ducts; Clearance -Mate Bolts -Joists- Vents -C ripe ies 15. Access & Ventilation 16. Insulation I Date / Card B-1 Date Card B-1 Date Car B- Date Card B-1 Date PLUMBING (Permit) OK except #'s Wa er Htr.; Vent -Access -Combustion Air Baffle 18. ater Pipe; Test & Anchor -Nail Protection D.W.V.; Test Fittings & Anchor -Nail Protection 20. ower Pan; Test, First Floor -Tub Access 21 Test Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors DatI 1 Card B•1 Date Card B-1 Date Card B-1 Date Card B-1 Date XLECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection U -1--c. Receptacles Spacing -Lights & Switches at Doors ize Boxes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. V. quip. Ground made up w/Mech Fasteners -Bond Gas & Water 9,9"2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle 10-)/90C 0 / g C or AI -Oven Circ. / / ga Cu or AI Insulated Neutral Q Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 32-- lothes Closet Light -Shower Light -Spa Light Smoke Detector Date/ r Card B-1 1 o Date Card B-1 Date Card B-1 Date Card B-1 Date ECHANICAL (Permit) OK except #'s Wj A.C. Ducts Insulation & Support V. V nt Fan, Exhaust above insulation ndensate Drain & Overflow, Size & Grade !V -Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Ca yd B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s VAits Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound ./earing Walls over Girders & Floor Nailing Draft Stop in Walls (rat proof) 44. Ylre Stops, Furred Ceilings -Stairs -Chasers -Tubs . Headers & Beams -Size & Bearing ±�il`irq,place Ties br Fyp A Flue -Fireplace Throat Clearance 40( tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windowsior Exitinq Doors -Sill Ht. & Dimensions Fire Pr4lection I f Line Firewall & Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits -64-lairs; Width -Headroom -Rise -Run -Landing -Fire Protection K. Ylywood on Roof Overhang -Attic Vents -Ratter Outriggers W. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. zing Area -Glass Protection -Skylights -Plastic Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Steps -Door & Sidelight Protection -Landings oke Detector Furnace Vents -clearance -Comb, Air -Connector - I rage; Above Floor-Ducts-Mech. Protection WOOrXdroom Exiting G .I. & Bath Fixtures & Tub Access -Spa 400"Elec. Trim & Subpanel, Breaker Sizes & Labels 49- Stairs & Rails .34. eplace or Stove, Clearance -Hearth VEloc. Outlets at Wood Panel, Int. & Ext. t. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance UO'Elec. 09flets & Receptacles at Kit. Counter -74- Gar a Fire Door; Swing -Landing -Closure 1-C7061. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Garage; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for Location 3B- ec. Receptacles in Garage (F.F.I.)-Ramex Protection Insulation -Foam -Looked in Attic -@@" G rd Rails &Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Inslld./Drive :) Yes Qo/Walks J Yes :) No/Planters J Yes J No d7—Stucco Brown -Finish . A.C. Unit Disconnect, Electrical -Plumbing 5&--'V-VM Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings er Well, Disconnect, Electrical, Plumbing 8 erior Elec. Trim, G.F.I. Receptacle -Underground yd-ntilation Throughout House Glass Protection 90. Corrections from Previous Inspections 91. G Test -Meters Tagged, Gas -Electric 92. ater & Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date (J 0 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: Z . • COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES r 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 .' CORRECTION NOTICE . f v+ -t r ✓i 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. y 3. x� ..J a tj .i Date f ' ' v Inspector REV 10/92 kt COUNTY OF BUTTE , BUILDING DIVISION ...................... DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise,,CA - (916) 872-6307 , CORRECTION NOTICE C1v►1t ©1-006 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is. Vmpleted. If you have any questions pertaining to.this matter, or need additional explanation, pase contact this office immediately. # i` o f � G c C Cg— rArlieaw. X0!11rJI � I1111111 DGte Inspector REV 10/92 a 3 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 this office immediately. s� Date — / A 1413 Inspector � REV 10/92 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS \ ),I!/ )o LOT M E]P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 , 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ^ - ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 i ! �� � � � •� �' �� i ) � � }��� ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 • { DATE INSULATION COMPLETEDCEILINGS �1 • • `SQUARE FEET) (- •-, t - -!•SQUARE FEET)• t SQUARE -FEET)... TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS • FIBERGLASS FORM, FORM FORM BATTS BATTS & BLOW BATTS' MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER Z. OCF /, OCF OCF •• BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS 3-5/6 4 A- �r 1/1 KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE 1 MATERIAL FORM R VALUE MANUFACTURER \� FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT ' MATERIAL i �`�. MANUFACTURER _ - -,;'WR GRACE. THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. SI NATURE-INSULATION`CQNTRACTOR TITLEDATEr MANAGER •y`� (i SIGNATURE -GENERAL- CON.TAA TOR' ' TITLE DATE"` REMARKS: 0 SIC -303 ATTIC COPY • ' , ,� 1 ' c ;. - ' "- . � � ` �y i , �. . t.. " v f 4 • COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, Caff'fornia 95965 • Telephone (530) 538-7541&_e PERT N0. (Rev.12/96)' APP LI CATI ON AN D P ERMIT -- ASSESSOR PARCEL NUMBER 011-280-122 ZONING FR 5 BU I LD I NG P ER M IT OWNER TONY & LINDA CIMINO- TELEPHONE SO. FT. OCC. BUILDING VALUATION 1248 R 67,192 -no . OWNERS MAILING ADDRESS 12302 C 324 C 4,212-00 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 592-50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ ` I Y ' PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF CIX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 8 7.00 56.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New C Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY REPLACES BP#99-1 344 Gaspipingstem 1 -5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G I W (920.00 PERMIT FEE s 136.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service z°0o. LEOR SS 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. License Class IL No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law !tthe following reason: 1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall foth cc ly with those provisions. X Date 1•^ 11-1&I Sig at Applicant - ❑ Owner ❑ Contractor ❑ Agent An O permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWOC G qq El ING CUP. 3.5QFT. 43 . 68 OR ( CONS. MLInoTC. NONFR.ID.NST @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FWTUREs SAL @ .50 FRIED APPLNS. OR Ex. Occup. OUTLETS ESID.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE _ $6 , 68 MECHANICAL PERMIT Fling Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ 40. UU occ CONST. TYPE TOTAL FEE $ 866.18 HAZ. • FE P - C F ARC D UE This permit Is hereby Issued under of the Butte County Code and/or indicated above for which fees have BY DD PERMIT EXPIRES ON 1 the applicable provisions Resolutions to do work been paid. / D / 1Da [ /'� OZ, D- Receipt No. 314422/$866.18 (SEE 99-1344) WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT __=::/ COUNTY OF -BUTTE -DEPARTMENT OF1 EKIOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 •. PERMIT APPLICATION DATA SHEET � n ' OWNER: /D.✓.f •� iAr.c%Ix ASSESSOR PARCEL NUMBER: D -- 1-2- Z Proposed Building Use: Aleou S Building Inspector: JZ 6 Date: G _ 1 �z_ y At time of permit application, I w s advised the following data must be submitted prior to permit processing'"Wor issuance: E' Date Received By C11. All items have been submitted.------------------------------------------------------------------------------------- ❑2. Plot.plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- 6\W. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Z, 4-/ i 06. EnergXe�iggmpliance and supporting documentation. ❑ 7.:'Staten n of In ent f f ' eat and But s. ---- ❑ 8. Hazardous Idatlerial Form. ------------------------------------- ❑ 9. anufactured Home data and installation instructions including Tie Down Specifications.------------------ ees of $ ---------------- --------------------------------------------- ------------------------- 1. pact fees as shown on the attached schedule. --------------------------------------?11 ------- --2. California Department of Forestry plan approval/fees.--)-9 - =--- -- -.Q� ❑ 1 . Flood elevation certificate. ---------- -----------------------------------------------------�-•-/-------------- Sanitation and plot plan approva 4 LtHealth Department.-------------------------------------------�07 ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the Cityof Biggs. ---------------------------------------• �7 Planning approval for (A) Use: _) (B) Parking: ------------------- C 18 - "Contact Land Development about EyeImprovements, ❑ Drainage, egal Parcel. ----------------- -)' Encroachment Permit for driveway construction approval prior to occupancy) - --------------------- 020. ------------ -- -- -❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. -------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - ----- 24. Letter of signature authorization. -------------- --------------------------- =-• 5 . Recorded copy of Agricultural Acknowledgment Statement. ----------------- 026. Letter of intent on building use. ----------------- I Manufactured Home utility clearance. ----------- 028. Existing violations and/or expired permits. ----- ❑29 . 433 A, El Grant Deed, ❑ O.Other: De104DlM Title, El Check to H.C.D $ (Date) Wh you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. 3 �l 3 elephone y S and hold for pickup at C / G a office. ❑ Deliver with inspector. Applicant: / Date:CD Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air ollution Date: By: Copy of plans sent ❑`Health Department, ❑ Fire Department, ❑ Other: Date:By: 1. Index permit application for the above items numbered:. (! C_ m _ Plan Check List 2. Additional items required: Contractor, designer o, �, wasWvisedlof the above required by ❑ phone, comail, ❑ Bu ding Division counter, b 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 ID'ate: Contractor, designer,of the above r uired data by ❑ phone, ❑ mail, ❑ Bui d• n co ter, by Date: weer w is Plans reviewed by: Date: Plans approved by: J Date: 7 -IV 2 Sets of plans on holA 0 Plan Cabinet, 11 A.P+folder. Note transfer by: Date: �. E.H. USE ONLY Plot Plan Attached Floor Plan Attache Sent to B.D. OL �r TO: Building Department FROM: Environmental Health ti SUBJECT: Sanitation Clearance T. C pft will [] �.4St to e& //u it_ V t t.k0 ��1 . 0� 1 280 " 12 Z Owner Location . AP##. Plan Approved for: Sewage Disposal �Y Water Supply: Public Private Well -AIC Clearance for dwelling. -OthtT 2. 6eA" er wl nar,rA�c2ec.lc rgar Q(4m rF IF - Hold final for: Final clearance O.K. for: NOTE: Z3 / Environmental Health Specialist 8/96 Date k :, COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541P�MIT No. (Rev.12?gS) �� ` APPLICATION AND PERMIT .3 ASSESSOR PARCEL NUMBER I -I ZONING BUILDING PERMIT OWNER N TELO40NE Zed yS SO. FT. OCC. BUILDING VALUATION 12-2 OWNIMV MAW ADDRESS n 1 CONTRACTOR'S NAME b to yG TELEPHONE Z CO I Z • OO 2 D 28 .00 CONTRACTOR'S MAUN0 ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MNUNo ADDREN Total Valuation $ -74 ARCHITECT OR EN°INEER lx:Q6E NO. Filina Fee�j S 20.00 `, Permit Fee 12. 0 $ ARCWECT OR ENOSLEER'S MA6.NG ADDRESS Pian Checkina Fee 3.317, (03 b aULDWG ADDRESS la Energy Plan Checking Fee $ 3, o -a $ o eh,� C O PERMIT FEE S LOT NO. SUSDW ION'SNAME PARCM MAP PLUMBING PERMIT Filing Feel 20.00 Each Trap 700 USEOFSTRUCTURE SF 13V Duplex O Mobilehome O Other ePPCIPr Solar or heat pump water heater 23.00 Water piping 15.00 5 Each gas water heater or vent 15.00 TYPE OF WORK New (W Addition O Remodel O Utilities O Innsielatim O Olhar O Describe Work: /jf2� 2 he. f-�i Gas piping system 1 - 5 outlets 15.00 , +� Building sewer 15.00 , �N Mobile Home S G W (g?20.00 PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service aa'00AOORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that 1 am exempt from the Contractors license Law for the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project O 1 am exempt under Sec. , Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit Is Issued. have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work -.or which this permB a Issued. My workers' compensation Insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed If the permit Is for work of a valuation of one hundred dollars ($100) or lass.) ❑ 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'eSUF compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories In height Main Service aoM To 1000A 46.00 NEW c D1MEL11q occuP. s0 3: b OR ^DONS a Acc. eLDa. 3.50NT• NO"WID. ' M ,LTL oLmUI §7.50 APPAa►ns a a o 0Ft 0 '. Occu OUTLET OR FKn RES SAL SO FIXED APPLNG. OR Ex. Occup. ounErs tRato. PAA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE : (o MECHANICAL PERMIT Filing Fee 20.00 Heating X /00 ,0-0 0 s ° Cooling Hood 6.50 <-DE31 Ventilation q.SO 50 PERMIT FEP_ S C"o Mobile Home Installation Fee $ Energy Inspection Fee S c2 CONST. n� 8 �N TOTAL FEE $ cj g v (' This permit is hereby Issued under the of the Butte County Code and/or Indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do been paid. Date y work Receipt No. S .� D WHITE•O.D.S.•9.09 CANARY -ASSESSOR PINK -INSPECTOR GOLDENROO•APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a Oroville. California 95965 • Telephone (530) 538-754��_aD PERMIT NO. (Rev.12AG) APPLICATION AND PERMIT -- ` ►Arwel 4l Jc- BUILDING PERMIT SO. FT. OCC. BUILDING VALUATION owrat warn AoeRaes co" nwraws "um � ookl%C O" wars AooRIM CON. Lia unroors waaq ApORLfe Fireplace Total Valuation = o% cot VeNO —Filina FoeS 20.00 ARor[tr stOR OSMUR S UP&M ADDRESS —Permit Fee = �. (j • Plan CheckingFee e'a°"°"°°am Z �/ �� - Energy Plan Checking Fee S — PERMIT FEE _ IaTN0. sLeonenus►we PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 .,4 Solar or heat pump water heater 23.00 SIX Duplex O Mobilehome O Other Water piping 15.00 sPWWI Each gas water heater or vent 15.00 1/ TYPE OF WORK Gas piping tem 1 - 5 outlets 15.00 New 6 Addition O Rem/o'd►el O �W11ill e� O Inslabdon O Other O Building sewer 15.00 Describe Work: a e(N J�JI�[ � e/� Mobile Home S G W Q20.00 �/�� PERMIT FEE _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service o0 ooR 21, 23.00 — Main Service 20M TO I 006 46.00 cors . owtuHo occuv. 3.SiR oil ADONs. a ACC. sins. NON.rw�o.MW rom ' e�nour>ar 07.50 POWER APPARATIA a st4w oynAT d0. Ex. Occup. olmtr oR /OnNREs GAL • ';20 /f Ex. Occup. ov�,s�es,e.)0'E4► 5.00 I (7y Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 QPERMIT FEE $ ID *PERMIT FEE PA $ ��� �U MECHANICAL PERMIT Fling Fee , 000 Heatin SRA - $ Cooling HOOd e.so SHERIFF $ Ventilation OTHER $ PERMIT FEt S Moble Home Installation Fee $ Energy Inspection Fee $ occ CONST. TT►E TOTAL FEE $ AMOUNT RECEIVED G ` lg NAZ o. �a ". PLOOO I `OF PARca w No "14 � � This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. *RECEIPT NUMBER * TO BE PVT INTO COMPUTER By Date - PERMIT EXPIRES ON ti 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 LAIA eM A., 42 A. P. PROPOSED BUILDING USE X DATE -1 RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 13 2. SCHOOL DISTRICT FEES (paid at District Office) . SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ 6'a LI r v 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) (,//'7 9r-1 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT ,��,.��,�'' _ DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days 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) i O.B. 1 OWNER -BUILDER ,VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until ' this verification is received. 1. I personally plan to provide t�he��r labor and materials for construction of the proposed property im pt : YES 1- NO ❑ 2. I HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contracted with the following person.(firm) to.provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. " 4. I plan to provide portions of this work, but I have hired -the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following'persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: /"" DATE: ,Z-7 1 . NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for. the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county,. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you .are subject to several obligations including state and federal income tax withholding, federal social security. taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by,property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic el C. Vi ira, C.B.O. Ma ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of lire California Health and Safety Code. OVER 1 GJ VG <.G1lLGl V UIO IXU. Chico, Ca. 95928 Assessor Parcel Number: 011-280-122 Building Permit Number: 99-1344 BEAUTY UtYAMIMtNI V1- UtVtLVYMtNI ,tMVIULb 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140. The above referenced building plans were reviewed by this office. Please respond in writing to each comment by creating a response letter. Indicate which detail, specification, or calculation shows the requested information. Your complete and clear responses will expedite the re -check and approval of this project. Please be sure to include on the resubmittal the engineer's "wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Provide additional information and/or make revisions to plans, specifications and calculations as follows: Fees have been revised for correct square footage. You need to apply for a refund of $14.84. ,i There was no truss layout submitted in the truss package. Please provide two copies of truss layout, your truss manufacturer will provide these for you. Size affected truss for mechanical loads in the attic. ?r� .1 CL e- b = Provide attic access. 01-Iolddown shown on plans cannot be used under conditions. Provide another type of holdown . which meets requirements of Sec. 2326.11.4 UBC. / Please see Doug Arnold in Public Works department for encroachment permit for driveway. Enclosed is your school fee form. Pay any required fees at district office and return yellow copy to the building department. If you have questions about any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Martha Whitney Plans Examiner 1 RESIDE>_- AL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: Gi Yn i P"'o PLAN CHECKER. ryuj 0 BUILDINGP ER: !9 A.P. NUMBER: Oil G •NERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. ' Plans signed by designer. Proper description.of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). ,7! Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. - Setbacks, side yards, easements, etc. -• Other buildings or structures. Grading, fills and/or drainage. ,k' Flood hazard. Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. .8� Building or utilities across lot lines (Record form). FLOOR PLAN,- ,A-.' Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). 3. Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). YS'� Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 37 exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: 1. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). 2. Standard bracing or engineered design (Section 2326.11.3). 3. Clerestory requiring balloon framing and/or engineering. 4 Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 6 Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 58. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. ,LO' Fireplace construction details and Calc. if necessary. 11 Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. ,1,� Retaining walls requiring design. ,W Special Inspection requirements. 16. Header size. June 1997 3.2 WSCELLANEOUS ITEMS TO I OUT FOR: Stairway details: landings, iii.. and run, head clearance, handrails,(Section 100x,. Guardrail details (Section 509). Brick or stone veneer (Section 1403). - Exterior plaster - weep screeds (Section 2506). Proper, roof pitch for roof covering (Section 1501). ' Roof covering type - (fire hazard). 3 Foam insulation - protection. 36" halls and stairways. -. Living area over garage - complete 1-hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). - Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. j4! Noise requirements on duplexes. �1 Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) 19. For Inspection Jacket: _. Flood Hazard/Elevation Certificate ; SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.2 PLAN REVISION �3k� Please complete the following information in order to process your submittal. If this form is not complete, correct and legible, it may cause a delay in processing. Owner's Name: ��� `I C! /111 /,-J A0 Received By: Date: A.P. #: I; ~ $ 2 Z— Permit #• `" ��� Time: ContactPhoneNumber: Purpo i e of submittal: ication Data Item 0 Engineering OVA e- 4Cee,S /S 0 Plan Revision � hold dorv�5 n a� [uested by Building Inspector or Correction Notice - Inspector's Name: 7- IV -99--, , uested By Plan's Examiner - Examiner's Name: ��� It -tel /}fu -J 0 'Other: . If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamp and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawings must clearly show When Approved, Process as Follows:. 0 Mail to Owner at this address: 0 Mail to Contractor at this address: 0 Call 0 Deliver with next inspection. and hold for pickup at the 0 Chico Office 0 Oroville Office Revised Flan Check Fee: u S46.UU Receipt #: u Additional Fees Not Required Additional fees maybe due based upon complexity and time involved to process this submittal. Additional Fees: Receipt #: PRCVT PROCESSING RFcORD APPLICANT: (.f Vn i n O OWNER: PERNM #: A. P. #: WORE DESCRIPTION: rccs��eD Rcc. Jcc 1 y 2 DATE DESCR OF STEP COMPUTER METHOD SUMMARY Page 1 C -2R -------------------------------------------------------------------------------- Vroj�ect Title: COMINO 1248s (BASE,CASE) Run: 781 14 -Jun -99 Project Address: CENTERVILLE RD. COMINO 1248s (BASE CASE 14.92 CHICO, CA. 95928 Yes -------- Building Title: COMINO 1248s (BASE CASE) Build'PermiLy� Document Author: BOB METZGER O.D.S. y �—/3 Yes Telephone: 530-342-9688 or 865-9688 Plan k / Date 13 180 90 .7.q Compliance Method: CALRES2 Version 1.31 Field eck / Date Climate Zone: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- 11 90 Yes W13.2x4.16 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use- Standard Design Proposed Design Space Heating 15.72 16.15 Space Cooling 15.29 15.94 Water Heating 16.07 14.92 90 Yes -------- -------- Complies Total 0.330 47.08 47.00 Yes GENERAL INFORMATION Conditioned Floor Area: 1248 ft2 Building Type: SFD Single Family Detached Building Front Orientation: 180 deg (South) Number of Dwelling Units: 1.00 Number of Stories: 1 Floor Construction Type: Number of Conditioned Zones: Total Conditioned Volume: Conditioned Footprint Area: Ground Floor Area: BUILDING ZONE Zone Name ------------ House INFORMATION Floor Area Volume (ft2) (ft3) OPAQUE SURFACES 1248 11232 Raised floor 1 11232 ft3 1248 ft2 1248 ft2 Type ------------- Conditioned Surface Area U- Insl Tru Slr Type (ft2) value Rval Azm Tlt Gns Thermostat Type ------------ CEC_Standard Vent Vent Height Area (ft) (ft2) 2'0" 17.8 Construction Type Location/Comments Zone = House Door 20.0 0.330 0 180 90 Yes 30x68 -Wood Door 17.8 0.330 0 0 90 Yes 28x68 -Wood Wall 324.0 0.088 13 180 90 Yes W13.2x4.16 Wall 333.3 0.088 13 270 90 Yes W13.2x4.16 Wall 355.2 0.088 13 0 90 Yes W13.2x4.16 Wall 412.0 0.088 13 90 90 Yes W13.2x4.16 Floor 1248.0 0.037 19 -- 180 No FC19.2x8.16 Ceiling 1248.0 0.025 38 -- 0 Yes R38.2x4.24 Outside Outside Outside Outside Outgb'Ld� IKRDEPAn4Ej4 Outside Crawls; a;,rl. Attic � ��GO-vF— n. , �1� CERTIFICATE OF COMPLIANCE: Residential Page 2 CF-lR i Project Title: COMINO 1248s (BASECASE) Run: 781 14 -Jun -99 -----------------------------------------=-------------------------------------- -------------------------------------------------------------------------------- WATER HEATING SYSTEMS SPECIAL FEATURES, REMARKS, AND NOTES None COMPLIANCE STATEMENT I This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts l 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, Remarksp and Notes section. AME '� ,a, Distrib Water Water # of Energy Volume, Wrap System Name Type Heater Name Heater Type Htrs Factor (gal) R-val ------------ 40GALW/H -------------------- Standard 40W/H ----------------- Storage gas ---- 1 ------ ------ 0.62 40 ----- 0 WATER HEATING SYSTEMS MISC Solar savings Solar system Wood stove Wood stove System Name ------------ fraction ------------- type ------------ boiler? ---------- boiler ------------- pump? 40GALW/H -- -- No No WATER HEATER/BOILER DETAILS Rated Pilot Water Recovery Input Standby Tank Light Heater Name ------------ Efficiency AFUE (kBtuh) ---------- ------------------ Loss R -value ------- (Btuh) 40W/H 76% -- 35.00 -- -- ------ -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value-` -------------- None ------------- ------ -------- --------- --------- ------- SPECIAL FEATURES, REMARKS, AND NOTES None COMPLIANCE STATEMENT I This certificate of compliance lists the building features and performance specifications needed to comply with the Energy Standards in Title 24, Parts l 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, Remarksp and Notes section. AME '� ,a, CERTIFICATE OF COMPLIANCE: Residential Page 3 CF -1R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- COMINO 1248s (BASE CASE) Run: 781 14 -Jun -99 DESIGNER OR'OWNER TONY & LINDA COMINO 2231 St. GEORGE LN. ##70 CHICO, CA. 95926 342-9688 or 865-9688 Lic #: Signed ENFORCEMENT AGENCY Name: Title: Agency: Telephone: Signed DOCUMENTATION AUTHOR BOB METZGER O.D.S. BOB METZGER O.D.S. 2231 ST. GEORGE LN. ##70 CHICO, CA. 95926 530-342-9688 or 865-9688 6-16 Date §iqned Date Date COMPUTER METHOD SUMMARY Page 1 C -2R Project Title: COMINO 1248s (BASECASE) Run: 782 14 -Jun -99 Project Address: CENTERVILLE RD. COMINO 1248s (BASE CASE CHICO, CA. 95928 Building Title: COMINO 1248s (BASE CASE) Building Permit # Document Author: BOB METZGER O.D.S. Telephone: 530-342-9688 or 865-9688 Plan Check / Date Compliance Method: CALRES2 Version 1.31 Field Check / Dates. Climate Zone: 11 ENERGY USE SUMMARY (kBtu/ft2-yr) Energy Use Standard Design Space Heating 15.72 Space Cooling 15.29 Water Heating 16.07 Total (ft2) ------ 47.08 GENERAL INFORMATION Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories: Proposed Design --------------- 16.15 15.94 14.92 -------- Complies 47.00 Yes 1248 ft2 SFD Single Family Detached 180 deg (South) 1.00 1 Floor Construction Type: Raised floor Number of Conditioned Zones: 1 Total Conditioned Volume: 11232 ft3. Conditioned Footprint Area: 1248 ft2 Ground Floor Area: 1248 ft2 BUILDING ZONE INFORMATION Floor Zone Area Volume Thermostat Name (ft2) (ft3) Type Type ------------ ------- -------- ------------- ------------ House 1248 11232 Conditioned CEC Standard OPAQUE SURFACES Vent Vent Height Area (ft) (ft2) 2'0" 17.8 Surface Area U- Insl Tru Slr Construction Type ---------- (ft2) ------ value ----- Rval ---- Azm --- Tlt --- Gns --- Type ------------ Location/Comments -------------------------- Zone = House Door 20.0 0.330 0 180 90 Yes 30x68 -Wood Outside Door 17.8 0.330 0 0 90 Yes 28x68 -Wood Outside Wall 324.0 0.088 13 180 90 Yes W13.2x4.16 Outside Wall 333.3 0.088 13 270 90 Yes W13.2x4.16 Outside Wall 355.2 0.088 13 0 90 Yes W13.2x4.16 Outside Wall 412.0 0.088 13 90 90 Yes W13.2x4.16 Outside Floor 1248.0 0.037 19 -- 180 No FC19.2x8.16 C�rawlspace'<' Ceiling 1248.0 0.025 38 -- 0 Yes R38.2x4.24 Attic COMPUTER METHOD SUMMARY Page 2 C -2R Project Title: -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- COMINO 1248s (BASE CASE) Run: 782 14 -Jun -99 PERIMETER LOSSES Perimeter Length F2 Insul Type (ft) Factor R-val ------------------- ------ ----- None FENESTRATION SURFACES Fenestration Name -------------- Zone = House Fll F21 F22 L11DR L21 L22DR B11 B13 B14 R11 Insul Depth (in) Location/Comments GLAZING CHARACTERISTICS Glazing 8'2" Charactr Glazing Name .Glazing. OPER/blds Area Tru Clear Open Frame Charactr Type =--- (ft2) ----- Azm --- Tlt --- Type ------- Type -------- Name ------------ Wind 20.0 180 90 Slider Metal OPER/blds Wind 16.0 180 90 Slider Metal OPER/blds Wind 20.0 180 90 Slider Metal OPER/blds Wind 33.3 270 90 Slider WdDr/Div DOOR/std Wind 20.0 270 90 Slider Metal OPER/blds Wind 33.3 270 90 Slider WdDr/Div DOOR/std Wind 9.0 0 90 Slider Metal OPER/std Wind 4.0 0 90 Slider Metal OPER/std Wind 14.0 0 90 Slider Metal OPER/std Wind 8.0 90 90 Slider Metal OPER/blds GLAZING CHARACTERISTICS Glazing 8'2" Charactr Glazing Name Type OPER/blds Clear DOOR/std Clear OPER/std Clear OVERHANGS Fenestration # of U - Panes value 2 0.750 2 0.450 2 0.750 Name Height Width Fll 410" 8'2" 510" F21 410" 18'66" 410" F22 410" 510" L11DR 618" 7'2" 5'0" L21 410" 301611 510" L22DR 618" 510" Bll 310" 32218" /rf�\ 13 3 'JEL" p 310" B13 110" 410" B14 316" 410" Rll 410" 210" Depth 1181 21611 216611 216" 11811 11811 2 1 6 1 1 2'61 21611 1611 1t81t SC Gls Only 0.880 0.880 0.880 Above Glazing 21811 1'4" 1'4" 1'4" 31411 3'4" 11411 1'4" 1'4" 3'4" Interior SC Int Shade Type Shade Lgt Blind 0.580 None 1.000 Std Drape 0.780 Comments ---------------- Exterior SC Ext Shade Type Shade Bug Screen 0.870 None 1.000 Bug Screen 0.870 Left Right Extension Extension 71611 8'2" 616611 23100011 18'66" 100'8" 16'6" 9'8" 16'0" 7'2" 5'0" 18'2" 301611 9' 8" 161611 51611 32218" /rf�\ 13 3 'JEL" p 15'0" Wkqff 19'2" p r "� S I' u COMPUTER METHOD SUMMARY Page 3 C -2F Project Title: COMINO 1248s (BASE CASE) Run: 782 14 -Jun -99 ---------------------------------------------------------------=---------------- -------------------------------------------------------------------------------- FINS Left Fin Right Fin Fenestration Exten Dist Exten Dist -------------------------- Fin Fin above to Fin Fin above to Name Height Width Depth Height glzng glzing Depth Height glzng glzing ------------ ------ ------ ------ ------ ----- ------ ------ ------ ----- ------ None THERMAL MASS Vol Cond- Area Thck Heat duct- Construction Insd Mass Name (ft2) (in) Cap ivity Type Rval Location/Comments -------------- ----- ---- ---- ----------------- ---- ------------------------- None SOLAR GAIN DISTRIBUTION Fenestration Name ------------ None HVAC SYSTEMS System Name -------------- Zone = House GasFurn.82 ACsplit10 Winter Summer Targetted Fraction Fraction Thermal Mass Comments Duct Location System Type Efficiency and R -value -------------------------- ---------- ------------- Furnace 0.82 AFUE Attic R-4.2 Air cond. -- central split. 10.00 SEER Attic R-4.2 WATER HEATING SYSTEMS Distrib Water Water # of Energy Volume Wrap System Name Type -------------------- Heater Name ------------ Heater Type ----------------- Htrs ---- Factor ------ (gal) R-val 40GALW/H Standard 40W/H Storage gas 1 0.62 ------ 40 ----- 0 WATER HEATING SYSTEMS MISC System Name ------------ 40GALW/H Solar savings fraction ------------- Solar system Wood stove Wood stove type boiler? boiler pump? -------=---- ---------- ------------- No No e COMPUTER METHOD SUMMARY Page 4 C -2R Project -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- Title: COMINO 1248s (BASE•CASE) Run: 782 14 -Jun -99, WATER HEATER/BOILER DETAIL`S Rated Pilot Water Recovery Input Standby Tank Light Heater Name Efficiency AFUE (kBtuh)• Loss R -value (Btuh) ---------------------- ------------------------- ------ 40W/H 76% -- 35.00 -- -- -- HYDRONIC DISTRIBUTION AND TERMINALS Pipe Pipe Insul Insul System/Name Type Number run (ft) diam (in) thck (in) R -value -------------- ------------- ------ -------- --------- --------- ------- None SPECIAL FEATURES, REMARKS, AND NOTES None F � 7" ,MANDATORY MEASURES CHECKLIST: RESIDENTIAL page 1 iL. MF -1R ------------------------------------------- Project Title.......... MASTER PLAN Date. 01/01/9-6 Project Address........ MASTER PLAN --------------------- CHICO, CA. 11 Documentation Author... BOB METZGER 865-9688 ; Building Permit #i ; Company ................ BOB METZGER 0 D S Telephone .............. 865-9688 or 342-9688 ; Plan Check / Date ; Compliance Method...... 6e, rex, 2a 6ap,?Lr� Field_Check/Date ; Climate Zone........ 1 �% - - - ------ -----------------------------=----------------------------------------- i -------------------------------------------------------------------- 1 ----------- Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere -in the documents or on this checklist o y. BUILDING ENVELOPE MEASURES G -------------------------- esign- nforce- er went *150(a): Minimum R-19 ceiling insulation. G A&k 150(b): Loose fill insulation manufacturers labeled R -Value. It *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 450(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs t 1. Masonry and factory -built fireplaces have: t a. Closeable metal or glass door ;. b. Outside air intake with damper and control 0 E✓ c. Flue damper and control 2. No continuous burning gas pilots allowed. E ��,�� 1 • ��lilG�''Z c�� 2 110-13: HVAC equipment, water heaters, snowerneaas ana faucets certified by the CEC. � (t 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect �- hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance r i� with pilot < 150 Btu/hr.). �v LIGHTING MEASURES ----------------- Design- Enforce- er went i 150(k): 40 lumens/watt or greater for general lighting in _ kitchens and rooms with water closets; and recessed ceiling ,a.1 fixtures. IC (insulation cover) approved. Be aware that glazing units G(iricluding doors,with is _glass) must 'have permanent NFRC labels. Glazing labels will be "checked against the Title 24 calculations at the time of framing inspection. If the installed.0-value is of a lesser value, the Title it24 calculations must�`be redone, and appropriate changes made to the structure (e.g., this may include additional insulation, addition of screening devices, reduction of window sizes, etc.).' Note that an Installation Certification Form CF -6R is required to ,be '- ._posted at the residence proper to the issuance of a Cert-i`�f'i6at; of Occupancy. This is in addition to the Insulation Certificate.' y = IF APPLIES GENERAL NOTES SHEET E 1. ALL PENETRATIONS THRU THE BUILDING ENVELOPE (CLG. WALLS AND FLOORS)lb bE CAULKED, SEALED OR WEATHER STRIPPED. SHIM SPACES AROUND EXTERIOR DOORS OF THE BUILDING ENVELOPE TO BE INSULATED. 2. ALL EXTERIOR PANELS EDGES TO BE CAULKED. 3. ANY ACCESSESS TO ATTIC SPACE OR CRAWL SPACE FROM CONDITIONED SPACE TO BE FULLY WEATHER STRIPPED. 4. .EXHAUST FANS TO HAVE BACKDRAFT DAMPERS. 5. FIRE PLACES TO HAVE. a) O.S. COMBUSTABLE AIR TO F.P. BOX W/ MIN. DUCT CROSS-SECTIONAL AREA OF 6 SO. INCHES b) DAMPERS TO ' 'DUCT ACCESSABLE FROM INSIDE F.P. AREA c) FLUE -DAMPER JII QHT-F I TTI NG 8 READILY ACCESSABLE d) TIGHT -FITTING F.P. DOORS OR HEAT CIRCULATING DEVICE. ml 6 A/C DUCTS OBINEDTMPCINSULATED I GAS EQUIP.)S(2INSULHEAPUEQUIP) 15# DENSITY TYP.EAtb4�, 7. MAIN LIGHTING SOURCE IN ALL BATHS 8 KITCHEN TO BE FLOURESCENT OF 4.0 LUMENS/WATTS OR GRATER. 8. FAUCETS 8 SHOWER HEADS TO BE WATER SAVING TYPE 8 CERTIFIED BY C.E.C. 9. W.H. TO HAVE. a) 1'-6" HIGHT PLATFORM. b) . VENT T HRU ROOF. c) ADEQUATED CONBUSTABLE AIR VENTING. _._. _... d) R-4 INSULATION 5'-0" TO & FROM UNCOND. SPACE. e) R-12 INSULATION WRAPPING.6F 1r.l.Lou.)c-p_ lV NIaN���.c.Tv12. a� f) R-4 INSULATION ON CIRCULATING SYSTEM. g) CERTIFIED BY C.E.C. 10. GAS COOKING APPLIANCES NOT TO HAVE CONTINUOUS BURNING PILOT LIGHT. 11. A/C UNIT TO HAVE a) SIZED S CERTIFIED BY C.E.C. b) SET -BACK THERMOSTATS. 12. INSULATION INSTALLER TO BE CERTIFIED BY STATE 8 LOOSE FILL INSULAT- ION TO HAVE MANUFRS. LABLED R -VALUE 13 BUILDER TO SUPPLY TO OWNER ALL INFO.. PERTAINING TO THE OPERATION. OR TREATMENT OF ALL APPLIANCES 8 DEVICES RELATED TO ENERGY OR WATER USE. 14. ALL WDOS. @ CONDITIONED SPACED DUAL -PANE. DOORS 8 WDOS. TO BE FUL- LY WEATHER STRIPPED. 15. CAULK BETWEEN BOTTOM PLATE AND CONC. FLOOR. 16. PROVIDE INSULATION BAFFLES @ EAVE BLOCK VENTS. { 17. USE ELECT. OUTLET -GASKETS @ O.S. WALLS. 18 WATER HEATER TO HAVE P -T VALVE WITH DISCHARGE TO OUT SIDE. 19. REF. FRZRS. FLUR. LAMP BALLAST TO BE CERTIFIED BY C.E._C.._.CON TRACT- OR -OWNER TO SUPPLY MAKE AND MODEL.1[. ` 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: OYl C% Address: I SCJ H c e -f Thr V 1 (. 0 C,��f-yI1le -a Job No: ry-1 t a O Alpine Engineered Products, Inc _' I Christian W. Chappell �I 8351 Rovana Circle Sacramento, CA 95828-2522 (916) 387-0116 Timber Products Inspection, Inc. P.O. Box 20455 �ILDING ®E►PARTMEk' Portland, OR 97220 (503) 254-0204 APPROVED LONGFELLOW LUMBER CO. INC. Quality Truss Design • Roof & Floor Systei (800)678-0112 (530) 893-0112 • FAX (530) 893-0140 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.) Ij Do review the HIB -91 Summary Sheet's recommendations for handling, installing andbracing 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 sequence and end -for -end orientation are- correct. 3'6-A J Arm W ! V y v 0•�6iBUILDING DEPA T hAE-W APPROVED IItIISS ItHAlING/ 111M'Y,IUG UI I A I I IIIIS 11Rf. I'M 1'AIILII 1,11011 (0111,111111 111"Il (LUAUS b IIIIIIIISIOUS) S08111IItO 8T IRUSS Wit. 1RUGS IIRACINO/OLOCKING DETAIL (AT 6011 IRT) NOTE: BRACING DESIGNED 10 STABILIZE MOSSES, AM) HAS NOF BEEN DESIGNED 1O RESIST LATERAL SHEAR LOADS, _ (A) 2X4 13 NEW -FIR OR BETTER C014111J000S LATERAL BRACING TO BE EQUALLY SPACED. ATTACH WIT11 (2)•16d NAILS. . BRACING MATERIAL TO BE SUPPLIED AND ATTACKED AT 00111 EMS 10 A SUITABLE SUPPORT BY ERECTION CONTRACTOR. (14) IIEIGIIT OF IRUSS AT SUPPORT. 1 A I I NG .'.(_— TRUSS — VERTICAL WEB SECTION S -S (0) 2X4 II.F. 13 OR BETTER DIAGONAL BRACE. APPLY 114 PAIRS AT 16-0-0 (T) - TRUSSES O.C. ATTACII 10 EACII OVERLAPPING TRUSS USING (2)-16d NAILS AS 6110NN.. BRACE NAY BE LOCATED ON EITHER FACE OF VERTICAL. (P) SUEATIIING APPLIED 10 TOP CIIORD. (L) LOADS AS INDICATED 014 TRUSS DESIGN. (N) IF TRUSS HEIGHT AT SUPPORT IS 10.0" DR LESS, DIAGONALS NOT REAQUIRED. B - APPROX. 45' (UB) BLOCKING TO BOT1014 C11('NG OVER SUPPORT, II.F. 13 OR BETTER 2X SIZE OF DOT104 CIIORD. • PLT 1YP. Wave TPI -95 Design Criteria: TPI -95 STD 18.20 "VAININD•• CA - I - R - • O O O IAISS(S A(DDIAt (SIA(ME CAN! 11 .AIA ICA1101, NARDIIND. SNIFFING, INSIAILING AND Q 0 "A""' "Flo to 011•I1 MIMIC INSIlll110 AND INIC11G), 0111L1S110 IT IPI (IAOSS Ful[ �assl0 Q IAu1111/1t, ill 010,OFIo DR., Suit[ too, MADISON, RE $3111). FOR SAFJIT ►AACIIcts ►IIDA ID QQ �y rtuanG TC LL REF R427 IVIS( FIICII011. un[SS o1A(IIISt INOICAI[D, lot CN010 SRAL1 NAVE ►RO►IALT AIIACR(D c TC DL. DATE 1�12�94 O Alt NAT( A 110 ►IN( IAkrl I Q�q� CROAD 111013 O "1 MPOAIANI /'It FYARISN ClItINIC O1 AN COPY O► DESIGN SIIAILAIIONIACNJO C1 t LACI AIFIRI (NOINIINED /IODIC 11, INC, 1NAl( 101 tl Rl SIOtfIIII 101 ANT Ot YIAIIOR FROM IRIS DISIGN: ANY O y DC DL ( L ) m- AL FAIt Ut( lO IIIlOINI 11I13I5 IN (ONFOAMINCI YIIN I►I: ON FAItICAIIIC, RANOlI1C, fNl►IINO, IIS11LlAIlON ONuj IAA(INo OF IRISSIf. IVIS DIMS CONFORMS NIIR APPIICAILI ►10VIS101S A7 1� L L TRUSSCONI(CIOAS OF RDS (NAt IOtA( DISIGN [7{1. S►ICIF1CAIJOR lulu[N(D Ir IRI ANINICAR 101131 AND ►APIA ASSOCIA1101p AND 101. Attl■[ * All MADS Or IOGA ASIM ATI) 013) CA(1, 111Il, 1IC[►1 AS 101[0. APRT TOT .1-0. DRW 3,048.634 CONN(CIONS 10 CIv,� SACS FACE or INISI. AND RAl13f ONNUNIS[ (OCAIJO on ISIS DESIGN. ►osnlo■ CONNIC104S ►IA �tTtf O OUR. FAC. CA -ENG / CWC OIAINICItY3S OCIIUID N'llA"0 SNAIIINOIIIt Oil 110 UPON IN Aii1OIN(i1JAY13 onr 10 iN[ OrlIDR OF C0. SPACING SEE ABOVE A -v t� Tc FA4� PLAN i I ; lu i— .k .� *,TT . 241I ac, . To K:o G TTIER- --- �,on.tMoN Tlzl4-4 RICE P�.GC3L i I F P-a�Q �d df LAYo1T-. - ojFlcf�.T GOio� ' C -P �^-v--`- �-`--............. .. - Q �i�ilNsn a11: pl) � ' 2.4 vl2 uIP M��a — • �� T ol: N I P !tet-4�N wl �P�IGE NIP ►t�>z > __- �•�G ort HIP TO HIP 'M AS TE R . STANDARD' HIP DETAIL LONGFELLOW LUMBER CO. CHICON C'A. (916) 893-0112 TIITS nNG PnFPAnFn FROM COMPUTER INPUT ILOADS G DIMENSIONS) SUGHITTEO BY TRUSS MFR. _ E7 TRUSS PROFILE !/ 24" O.C. FURRING 'TRUSS PROFILE WITH 40" O.C. FURRING � BIJILT-IN CRIPPLES BUILT-IN CRIPPLES " (REMAINS IN PLANE 'I - (REMAINS IN PLANE W1TIi TRUSS) r WTTII TRUSS) co (D) TYP. Y6 HIP WTTII FLIP I -PLY g6 HTP CHORD EXTENSION I -PLY 115 Ili 11 WITH FUR I -PLY (0) TYP. IIS HIP WTTII FLIP. I -PLY 44 IIIP WITIi FUR I-PLYY4 HIP CIQIP.O EXTENSION I -PLY SETBACK C1T�1 #3 HIP WTTII FUR I -PLY -SETBACK.- �� #3 HIP WAIT FLIP I -PLY L1� /112 HIP Willi FUR I -PLY r 1 /a2 HIP CIIUPD EXTENSION I -PLY �__-821TTIICtO?1(�� III IIIP GIROI:P MAY (0) (0) (0) -0� (0) (©) 111 HIP GIRDER HAY TIE MIILTIPLEMI:MOER BE MULTIPLEMEMBER (B) PURLHJS SPACED a 24'O.C. TYP. \\ PERMANENT DIAGONAL BRACING (CPLI14S 1SPA 2X4) v APDL ILO III IDPSIOE OF FLAT TOP (0) CRIPPLES SPACED 24' D.C. TYP. f_IIIRII BY EPCCIIIIN Cf1N1RACIDR (0) FURRING L FLAT IC (SEE IIRACING OLIAIL) SAME SITE AND SPECIES AS DESIGN - IWIE: SEE OPIGIIJAL DESIGN FIIP.LUMIIEP, PLATING AND TITHER C_RIIERIA N(IT SIITIWN HERE YI HIP I MAY BE I ,JACK RAFTER RIGID CONNECTION D1 'I'A I IN SIMPSON 113 TIE SEE SIMPSON CATALOG C-PT95-1 FOR [JAILING SPECIFICATIONS. E= o E= 1= = 1= ORL__,3 C= C= N=C=o t :1 1"-1 17 (.`I f:.-1 1.-) JACK RAFIEP (D) PUPLINS SPACf:D a 24'n.C. TYP. \\ PERMANENT DIAGONAL BRACING (CIINIINUnLIS 2X4) APPLIED TO IOPSIDE IIF FLAT TOP (Il) (.RIPPLES SPACED 4n' O.C. TYP. CIIIIPD BY EP.ECTICN CINTRACT11P (11) I-IIPRING 6 FLAT TC (SEE ORACING DETAIL) SAME SITE AND SPECIES AS DESIGN. • NUIE: SEE ORIGINAL DESIGN FOP LUMBER, PLATING AND (1TIER CRITERIA NITf SIInWN HERE. PERMANENT BRACING w,."rA11. - S1?CTION A -A STARE III= 11111 CIIIIRO PLAlllf, SIARI OF TIIE TOP CIInRo EXTENSIIIN N CII(UO PURLINS EXIENSIIIN ( SLOPING In FLAT) \ (TYPICAL) (CON] INUDUSy ( SLOPING TO FLAT) 91 UIP, REFEP 1 ORIGINAL ORAWIN FUR 14URE INFORM • SE POl1F Sl IEATINNG .TACK RAFTER L PEPMANLNI DIAGINALS FORM DPACEO DAY. REPEAT AT ALL HIP ENDS AND AT APPI!OXTMAIEI_Y 20' INTERNALS OR LESS THEREAFTER AND AT END BAY. (I)t NUIE: PERMANENT OIAG[1NAL OPACING NAILED TO IINDEPSIDE OF FLAT TOP CHORD PREVENTS LAIEP.AL MOVEMENT OF 1111' WORD. (IF PLYWOOD SHEATHING IS PRESENT ON ENO'JACKS, ANII.JACKS APE PP.nPI:PI_Y ATTACHED (SEE DETAIL) 10 ®1 HIP, IIF -.N DIAGONAL BRACING IS NOT NECESSAP.Y AT 01 HIP, IIIIWEVER, PLACEMENT a 20' INTERVALS IS STILL PEI1111PLI). ) LPINE ENGINEERED PRODUCTS. Ills IMPORTANT 1W SNAIL 1101 BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ON HESE SPECIFICAIIDNS. OR ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE 01111 OSIBB BY IPI ALPINE CONIECIORS ARE NUDE OF 20GA GALV. STEEL MEEIINO ASIN A446 GR B EXCEPT AS NOTED. APPLY cO NECIOnS 10 EACH FACE OF TRUSS A/0 UNLESS 011ERWISE LOCATED ON THIS DESIGN, POSIT1011 CONIECIURS PER ORAIIINGS 130. ISO C IBOA-F. DESIGN SIANOAROS CONFOAN N/APPLICABLE PROVISIONS OF NOS C IPI. AN EHOIIEtR'S SEAL ON 11115 DRAWING APPLIES TO 111E CONVNENI DEPICTED HFOE 111 ONA f. AND SNAIL 101 UE REL IED U1UN IN ANY ONCR.MAV. I'I 1141ST I9 IEI:i - ""ll IIA) InNAI III WARNINq'"" S REDUInE ERIAENE CARE IN HANDLING. ERECTION AND BRACING. SEE 1418-91 BY IPI. SEE INIS DESIGN FON A00171ONAL SPECIAL PERMANENT BNACIIIG RE h OUIRENENTS. UNLESS 011EAMISE INDICAIED, POP C110110 BULL BE LATERALLY BRACED WITH PgOPER "j LY ATIAVED PLYWOOD SIEAYNNNG. oOIIUN cNonD WHIT PROPEPLY AIIACIEO RIGID CEILING __SEE ALPINE TECINICAL UPDATE 17/1/911 fan PROPER DRYWALL APPLICATION. FU11NI511 A COPY Of II IIS DESIGN 10 TIE InU5S EnECT.-ON CUIInAc10n, 1611 !;11FF.11'ICAI IDN 100 WIBIO COM: 1411:11011 SIQ,r� �,N w• C 'O r1 Y�1 '- 7O CIYR � TC LL * PSF TC DL * PSF EIC DL PSF BC LL * PSF TDT.LD. * PSF REF R427--: DATE 04/ DRW COMB CA -ENG PBC DUR.FAC. -' * SPACING If SIZE GRAVE 2X.4 81 FL 9-2-0 STANDANO JACK DETAIL 7-11-0 0-5-0 _ 10-9-0 11-10-0 2X4 SS FL 9-6-0 _ 2X6 /1 FL 13-4-0 SPACING 24" O.C. 0 o c1 1j DEFLECTION CnITEIIIA: t� '1.5x3 (LIVE LOAD) I— C1 1= nAFT(---II SLOPES < 4: 12 o L/240 nAFTE11 SLOPES > 4: 12 < 12: 12 - L/100 C7 • 1.7 ' C= f -I 11 C-1 CEILING JOIST - L/240 nnF-TEn \ ArlIT IS THE RESPO14SIBILITY OF IIIE -'TRUSS FAGAICATON TO REVIEW THIS 13UILDING DESIGNER AND DRAWING PRIOR TO CUTTING LU14DEll TO VERIFY THAT ALL DATA, 1NCLUD'ING DIMENSIONS AND LOADS, CONFORM TO TIIF_ A11C11ITECTUnAL SPECIFICATIONS AND FAOnICATOn'S TRUSS LAYOUT. 2X4 I \- 1.5X3 MAXIMUM CLEAfI SPAN. I2X4 HEM -Fin STANDAn0 nE(IIIIRFD IF RAFTER NOT CEILING .JOIST SUI 1 U11'fLD AT CND nAFTEn 'SLOPE s, 4: 12 nAFTEfl SLOPE > 4: 12 OUT_-� ?__ 12 — CEILING JOIST. LIVE LOAD (PSF) 16 16 *30 30 16 16 30 30 DEAD LOAD IPSF) 10 15 to 15 10 15 10 tri 5 DURATION FACTOR 25X 25% 15% 15% 25% 25X 15% 15X 1,00 SIZE GRAVE 2X.4 81 FL 9-2-0 8-7-0 _0-1 1-0 12-6-0 - 13-1-0 - 7-11-0 0-5-0 _ 10-9-0 11-10-0 2X4 SS FL 9-6-0 _ 2X6 /1 FL 13-4-0 2X6 SS FL --- 13-11-0 1 C=3 [= O O = r=I O = —1 O [_ CM o 0 0 0 o c1 1j �ALPINE� t� I— C1 1= o TRUSS ` rm C7 • 1.7 ' C= f -I 11 C-1 --MAX IMM CLEAR SPA14-- 7-5-0 - -- 8-11-0 0-4-0-_ 7`10_0 7_5_.0 _ 8_Q_0 0.0-0-- — - 9-3-0--- 8-7-0 -- --2-0 .9=0=0.—. 10-2_0— --- 12-3-0 - 11-6-0 10-9-0 10-3-0 13-11-0 I1-4-0 12-8-0 11-I1-0 II -4-0 10-10-0 13 -II -0 xxIMPORTANTxxtlrlll" tmimiIto rivinices, im, 1:111.1 1101 of It5rI08,11ME 1101 Alit rn/1A11oll !0011 11111 1)(11611 011 II[%1 111CCIFICA11011s, u% sw (:hurl( 10 19110 1.I( IMS1.111 COICO11HA1W:1 Weill 9f In0 Of Irl, ALr111! C011tC10n1111f NA n( 0/ lOf.A CAI V, 11!11 M.t11110 ASIA /IA1 in 1 !►Clrl /1 1q 010. AIS': f f.192; 1011111 1.0 (AC:1 :Aft Of must Ala W4tfs OIIt1011st IOCAI[9 ahal nif1GIt roselloll C011t CIOnt Flo 0111111161 130, 130 L 1AOA•f. 91.51611 11111/AI011 COIIOl" 0/Arf%ICAnL1 mitlSi101t 113 1111 A Irl. Ali Ilnlltln•s "IL nI Illls 0111WI1a 11111(1 to III! I:110'1.c111 011•llaln It11C IW 0141. A10 111 It in of 11(1 I11111r1/1 111 Alit 0119A 041. ••-11.1 - 11-M Pilot 11KIIIII11, ml - 1991 III11011A1 IW's WON ING111111st1 """lt (Xill(IIE C III IIA1111.1110, lll(C11101 muella. set 1110.91 of Irl. tit 11113 11 IIWI ADIIIi11W11[ 1rtCIAI, rfnWAllClll 011AC L OIIIInyltllls, 91A1s1 OIICINO I5C IIICA 111 t 0-110 Out: Of 4Ail.lul.11 1111ACt11 W11111 E t1 AIIACIf.9 rIIWIAWI 61t41111lIG, 0911011 n1111vWWnlr AIIAlflcll AIGl11 1.(0111.1 - Il.r11t ICEIIIICAL ul•IIAII. (1/11911 tun 1•Io 0111`11AIL Ar11.ICAIIIWI, lln011sll A CII•/ or 11 111SIGII 111 It Ilnn$ II1C111-1 C1.1111A1.1101, II !1•(1; 111(111 n11 (111 1111111 1111511+lf.111111-- nEF n992- 0 02/ gn E* ► JACK DETAIL CAHENG JS CD1O1 CD101 n D c (n n.. to In N ( Li rl l lvl7-L, I ru lvl/ - Ii r1l r) TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: BOT CHORD 2x4 DF -L #1 IIEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. USE THIS DESIGN FOR COMMON HIP TRUSSES @ 24.0" OC. EXTEND SLOPING TC OF TRUSS AND JACKS TO HIP RAFTER. SUPPORT EXTENSIONS EVERY 2.00 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. CD110. SUPPORT HIP RAFTER WITH CRIPPLES AT 2- 9-15 OC. 414X4 k„c ) = W3X6 W3X6 W3X8 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. R=963 W=3.5" YY Y/Y, k -j - L -2-0-0---j 6-0-7 _I_ 4-5-1 _I, 5-6-8 f AP sm1 16-0-0 Over 2 Supports R=1084 W=3.5" PLT TYP. Wave TPI Criteria: TPI STD CA 1 F Scale =.375" Ft. -95\R Design `•WARNING`• TRUSSES REOUIRE EXTREME CARE IN FABRICATION. HANDLING, SHIPPING, INSTALLING AND BRACING. REFER TO IIIB-91 (HANDI.ING INSTALLING AIIU BRACING),. PUBILISIIED BY TPI (TRUSS PLATE �fl W �( T C L L 16 . 0 P S F R E F R427--96360 INSTITU iE, 5B3 D'OIIOFRIO DR., SUITE 200, MAD IS011, MI 53719). FOR SAFETY PRACTICES PRIOR 10 yF� tic TC DL 10.0 PSF DATE - 06/25/99 PERFORMING THESE FUNCTIOtIS. UNLESS OTHERNI SE INDICATE U, TOP CtIOND SII AL I. HAVE PROPERLY A'fIAC IIEU y P�0 .illy,, SIRUCT URAL PANE I.S. BOTTOM CHORD SHAT. I. 11 AtlE A PROPERLY A11ACHEO RIf, IU CEILING. "IML01(CANI— FURNISH A CUPY OF IVIS DESIGN 10 IIIE INSIALLAIIUN CUNIRAf.ION: AIPINI ENGINEER EU J U n 2 5 1 9 `1 BC DL 7.0 PSF DRW CAUSR427 991IGOOti _ PROD IS. INC. SHALT. NOT BE RESPONSIBLE FOR ANY DEVIATION FROM '11115 DESIGN; Al1Y FAIL UNE 10 NO 5 0 5 BUILD THE TRUSSES IN CONFORMANCE NIIII TPI: OR FABRICATING, HANDLING. SHIPPING, INSTAI.I.ING AND B C L L D. D P S F CA -ENG A E B/ G W H ALPINE BRACING OF TRUSSES. T11 IS DESIGN CUNFOR MS X1711 APPL ICAULE PR UYISIONS OF NDS (NATION AI DESIGN Ea . "o 20 2 SPECIFICATION PUBLISHED BY TIIE AMERICAN FOREST At1U PAPER ASSOCIATION) AND TPI. ALP In CONNECTORS ARE�MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS IIUIED. APPLY CONVECTORS 10 * TOT. LD. 33.0 PSF SEON - _17659 ' - Alpine E11 mccrcd Products, P S Sacral11C1110, CA 95828 IIIE. EACH FACE OF TRUSS, AND UNLESS OTHERWISE LOCATED ON THIS DESIGN• POSITION CONNECIORS PER DRAWINGS 160 A -Z. THE SEA L ON THIS DRAWING INUICAIES ACCEPTANCE Or PROFESSIONAL ENGINEERING RESPONSIBIL IIY SOLELY FOR TIIE TRUSS COMPONENT DL'S If,N SIIOXII. FITC SUIT A011 I1Y AND USE OF TffIS COMP ONEur FOR ANY PARIICUI.AR BUILDING IS IIIE RESPONSIBILITY OF INE BUILDING UESIGNER, PER ANSI/TPI 11995 SECTION 2. �- CIVI1, \P OF CALIF�� D U R . FAC . 1 . 25- FROM H8 SPACING 2 4 . D " (L.IM1NU-1�ll"Il IVU - If LUPI) TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES,DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC. W2X4 kr%l) = W4X4 I IIID II ITU IIIL I"I\I\I.Ir n I \. ril 11 lrl I\ II\I vl Lr.\nliv u \.Ire,. rr+r•. �. r) �.......�....• .•. ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. "C A/ k n I) L- -12-0-0---j 8-0-0 _�_ 8-0-0 TE COUN1 16-0-0 Over 2 Supports J ROLDING DEPARTMEN."' R=519 W=3.5" R=649 W=3.5" . v El'i' PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA 1 F Scale =.375" Ft. "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, NANDI.ING. SHIPPING, .INSTALLING AND T C L L 16 . 0 P S F R E F R427--96359 BRACING. REFER TO IIIB-9I (IIANOLIIIG INSTALLING AND BRACING), PUBLISHED BY TPI (TRUSS PLATE L� �/ �( INSTITUTE, 583 D'Ot10Ffl10 OR.. SUITC 200, MA 37 MI 537I9). FOR SAFETY PRACTICES PRIOR 10 y P�0y�'9 TC DL 10.0 PSF DATE 06/25/99 PERFORMING TIIE SE FUNCTIONS. UNLESS OTHERWISE INDICATED „TOP CII ORD OSHA I. MAY( PN OPERLY ATIACIIED C� SIO UCTUR AI. PANELS, BUIIUM CHORD SII ALL HAVE A PH OP f.fl LY ATIACIIED RIGID CEILING. ,,IMPUR(ANT" FURIIISH A COPY OF TII IS DESIGN TO THE VISIAI.LATIOB CONIRACIOR. ALPINE ENGINEERF.0 W Jun 25 19. BC DL 7.0 PSF DRW CAIISR42/ 991/6004 PRODUCIS, INC. SHALL NOT BE RESPONSIBLE FOR ANY UEtlIA11ION FROM 1HIS DESIGN; ANY FAII.URI TU No. 58 0 5 BUILD THE TRUSSES IN COIIfORMANtE Nlill TPI; OR FABRICATING, IIANULING, SHIPPING, INSTALLING AND B C L L 0.0 P S F C A -ENG A E B/ G W H LP IN ALPINE BRASPICING OF TRUSSES. TMS O -S SIGN CUNf ON WITH APPI.I CAULf PROVISIONS llF NDS (N ATIUN AI. DESIGN x 0 COHNE CTORSIAREPM�t UADESOFU20GAT ASTMMA663A11 0RESr GAlV P1I STEELCfl EX CEP IASA I INOTE NOTED. (APPLYACONN I.I. CTORS TO T OT. LD. 33.0- PSF S E O N - 17657 EACHFACE OF TRUSS, -AND UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION CONNECTORS PER DRAWINGS 160 A-7. TIIE SEAL ON TII IS OR AWING IIID ICA TES ACCEPTANCC OF PROFESSIONAL 1141, EERIflG LSp ClVN, �P DUR.FAC. 1.25 FROM HB Alpine Engineered Products, 111C. RLSPOIISIBILITY SOI. ELY FOR I11E TRUSS COMPONENT DESIGN SHOWN. 111E SUITABILITY AND USE OF THIS F Sacramento, CA 95928 COMPO 1 FOR ANY PARTICULAR BUILDING IS TIIE RESPONSIOILI(Y'OF IME BUILDING I)ESIGNER, PER rFOFCALtf�� SPACING 24.0'1 ANSI/IPI 1 1995 SECIION 2. (L.I1 mu-f.1mmu - 19 nlr o JD) TOP CHORD 2x4 DF -L #1 :T2 2x6 DF -L #2: BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 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. CD.110. SUPPORT HIP RAFTER WITH CRIPPLES AT 5- 7-14 OC. W3X8 % W3X.4 = .. ... .. ... ... .............„ .-,..... �:...—.11-11 .. :,Cn.Lwlffcn My lDllcc A1rD ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. #1 HIP SUPPORTS 6- 0- 0 JACKS WITH NO WEBS. CORNER SETS ARE CONVENTIONALLY FRAMED. BUILDING DESIGNER IS RESPONSIBLE FOR CONVENTIONAL FRAMING. W3X8 = W3X4 = W3X8 6 r PLT TYP. High T2 —1 6 1)3X10 (B3) W4X4 = W2 .5X4 = W1 .5X4 III W2.5X4 = W4X4 = W3X10 (63) HS2512 l.;;z - o -owl 6-0-7 I 12-5'-1 I 5-6-8 I. 24-0-0 Over 2 Support R=1599 W=3.5" TLj I�. IOLDING DEPARTME 1.- CA 1 F Scale =.25" Ft. PLT TYP. High Strength,Wave TPI -95\R Design Criteria: TPI STD "WARNING** TRUSSES REQUIRE EXTREME CARE IN FABRICATION, HANDLING, SHIPPING. INSTALLING AND BRACING. REFER TO N10-91 (HANUL RIG RISTAII. RIG AIIU BRAC R!G). PUUL ISIIED BY 'IPI ('RUSS PLATE L•� W. TIC L L 16 . 0 P S F R E F R427--96362 INSTITUTE, SB3 D'OIIOFflI OR., SUITE 200, MADISON, NI 57719), FOR SAFETY PRACTICES PRIOfl I0 ytc,9 tiC T C D L 10.0 P S f DATE 06/25/99 PERFORMING TIIE SE FURCIION S. UNLESS OIIIERNISE INDICA![ O. TOP CHORD SIIALI. !IAV( PROPERLY AiI ACHED STRUCTURAL PANELS. BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHEO RIGID LE.I LING. y P�0 i Jun 25 199 'IMPORTANT" FURNISH A COPY OF TII IS DESIGN TO 111E INS[A1.I.ATION CONTRACTOR. ALPINE ENGINEERED (� m BC OL 7.0 PSF DRW CAIJS11427 99176007 PR OUHCIS, INC. SH AL I. NOT BE RE SPUHSIBLE FOR ANY UEYIAT ION FROM 11115 DESIGN; ANY FAILURE TO NO. S OO BUILD THE TRUSSES IH CONFORMANCE NIM TPI: OR FABRICATING, IIANDLING, SIIIPPING, RISTALLING AND BC LL 0.0 PSF CA -ENG AEB/GWH ALPINE BRACING OF TRUSSES. TII IS -0ESIGN CONFORMS N11II APPI.ICABLE PROVISIONS OF NDS (NAZI ONAL DESIGN P. 0 PEC I ATI R AS IA5I NOIED„U T ALPINE SOFD20f,AlASTN1A657AGR00fl CONN ECIORSS AR EPMAD1 GAL V ANS IE F I.E Et CEPTEDAPPL S TO * TOT . LD. 33 .0 PSF S E O N . - 17669 _ Alpine S`Efg�ne'�cdnro5R28s,I17C. EACH FACE OT TRUSS. AND HIM, ESS OTHERWISE LOCA 1f1) ON 11115 DESIGN, PUS CONNECTORS PER 1)RANINGS 160 A-7. THE SEAL ON THIS DRAWING 114DICAFES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. TIIE SUITABILITY AND USE OF TII IS COMPONENT FOR ANY PARTICULAR BUILDING IS TIIE RESPONSIBILITY OF TIIE BUILDING DESIGNER. PER. ANSI/TPI. 1 1995 SECTION 2. �- CIVIL• `P 9TFOFCALIf� D U R .FAC . 1.25 F R 0 M H13 SPACING 24.0" (C.IMINO-.CIMINO - T5 COM) TIIIS DI.1G PREPARED FROM CIIMPIFIER INPUT (LOADS & DIMENSIONS) SIJUMII[ED BY TRUSS MFR. T6P CHORD 2x4 DF -L #1 ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD. BOT CHORD 2x4 DF -L #1 1 WEBS 2x4 DF -L Standard IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72:00" OC. PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W4X4 T W1 5X4 W1.5X4 0 6 r 1 6 8 0-0 W2X6(A1) = W2.5X4 = W2.5X4 = W2X6(A1). W3X4=- 2 -0-0-,J a6urME COUNI 1_ 12-0-0 1_ 12-0-0 24-0-0 Over 2 Supports R=786 W=3.5" R=910 4l=3.5"j it PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA 1 F Scale =.25" Ft. ALPINE. Alpine Engincercd Products, Sacramento, LA 195RZR Inc. 'WARNING " TRUSSES REQUIRE EXTREME CARE IN FABRICATION. HANDLING. SHIPPING, INSTALLING AND •OR ACING. REFER TO IIIU91 (IIANOL TNG IIISTALLING ANIY UR ACINf,), PURL ISIIED BY fPl ,(TRUSS PI.ATL IIISIITo IE. 583 U'ON01'RID DH., SUIfI 200, MADISON, MI 53719). I'ON SAFEIY PR ACIICLS PRION 10 PL•RF OHMING THESE FUNCI ION S. UNLESS IN ERNISE INDICATED, IOP CIIONU S11AL1. HAVE PROPERLY A1IACHEU STRUCTURAL PAN EIS, 80110H CHORD SHAL 1. II AVE A PROP FREY ATTACHED RIGID CE IL nIG. "IMP HN CA NT's fURNI SII A COPY OF 11115 DESIGN 'IU THE INSIALLATIUN CONINAf.I OR. ALPINE F. Nf,INCI:N EU PRODUCIS, INC. SIIALL NUI' UE RESPONSIBLE FOR ANY UEVIAT IDN FROM IIIIS OCSI GN; ANY FAILURE TO BUILD THE TRUSSES IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING. INSTALLING AND BRACING OF TRUSSES. THIS. DE SIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL UE SI GII SPECIFICATION PUBLISHED 8Y TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPINE CONNECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV. STEEL, EXCEPT AS NOTED. APPLY CONNFCIOHS TO EACH rACE Or TRUSS. AND UNIESS 0111(RWISE IOCAIED ON THIS DESIGN• POSITION CONNECTORS PER DRAWINGS IGO A -Z. IIIC SEAL ON TIIIS DRAWING INDICATES ACCEPLANC( OF PNorISSIONAL ENGINEERING RC SP 011 SIBII IIY SOLELY FOR TIIE TRUSS CoN I' DC SI GN SIIOWN. fll l: SIIIIA11 II 1 TY AILD USE OF IIIIS COMPOREN'1 FOR ANY PAR T ICUL AN OU IEDING IS TIIE RESPONSIBILITY OF TIIE UUILDIMO OE SIGNER, PER ANSI/TPI 1 1995 SECTION 2. �p �Ifj/ y P�O 9 �C W Jun 25 1 T d' NO. (. 5 Xl E p.8 -20 * ' LS�gr CIVI1- a\P FOF CALIFS TC L L TC DL C DL B C LL TOT . L D . 16 . 10.0 7.0 0 . 3 3 . 0 P S F PSF PSF 0 P S F 0 P S F R E F R427--96361 DATE 06/25/99 DRW f. All SIt41/ 991/6006 C A -ENG A E B / GIJ H S E A N - 17663 D U R . FAC. 1 .25 FROM HB SPACING 24.0" kA, II,1II1U-L1I,IEI1U - IDA LUr1J TOP CHORD 2x4 DF -L #1 BOT CHORD 2x4 DF -L #1 WEBS 2x4 DF -L Standard :Lt Stubbed Wedge 2x6 DF -L #2: PLATES DESIGNED FOR GREEN LUMBER PER NDS -97 TABLE 7.3.3. 10 PSF BC LIVE LOAD PER UBC: 0-10-3 W3X10( IJ l- . GX4 W4X4=- ROOF OVERHANG SUPPORTS 2.00 PSF SOFFIT LOAD.' IN LIEU OF RIGID SHEATHING USE PROPERLY ATTACHED PURLINS TO BRACE TC @ 24.00" OC & BC @ 72.00" OC. DEFLECTION MEETS L/240.00 LIVE AND L/180.00 TOTAL LOAD. W'M - L�2-0-0-1 1, 11-0-0 _1_ 12-0-0 _1 23-0-0 Over 2 Supports R=743 W=3.5" R=887 W=3.5" PLT TYP. Wave TPI -95\R Design Criteria: TPI STD CA 1 F Scale =.25" Ft. "WARNING" TRUSSES REQUIRE EXTREME. CARE 111 FARRICATIOII, HANDLING. SHIPPING. INSTALLING AND TC LL 16 .0 PSF REF R427--96363 BRACING. REFER TO 1118.91 (IIANDLING INS1'AL1.111G ANU URACING). PUBLISIIED UY'IPI (INUSS PLATE �p ItISTITUTE, 503 DTONCLI10 OR., SUITE 200, 14ASE ISDtI, MI 53719), FOR SAFETY PRACTICES PRIOR TO y P�I yt`,9 tic TC DL 10.0 PSF DATE 06/25/99 PERFORMI TIG THESE FUNCTIONS. UNLESS OTIIERNISE INDICATED, TOP CItORU SIIALI. HAVE PROPERLY ATIACIIED ! i STRUCTURAL PANELS, BOITOM CHORD SHA1.1. HAVE A PROPFRLY A'TIACNED RIG IU f.EilIMG. Jun 2 5 1 9 9 to —IMPORTANT— FURNISH A COPY Of TIIIS DESIGN 10 111E INS[At.I.AIION CONIRACIUR. ALPINE ENGINEERED TY1 BC DL 7 .0 PSF D R W CAIISR421 99176008 PRODUCTS. INC. SHALL NUI BE RESPONSIBLE FOR ANY DEVIATION FROM IVIS DESIGN: ANY FAILURE TO .� BUILD TIIE TRUSSES Itl CONt'ORMAIICE N11H TPI: UR FABRICATING, IIANOLSIIG, SHIPPING, INSTALLING Ano 58005 BC LL O.O PSF CA -ENG AEB/GWH ALPINE BRACING OF TRUSSES. TIIIS DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN xp. -3 00 SPECIFICAT 1011 PUBLISHED BY TIIE AMERICAN FOREST AND PAPER ASSOCIATION) AND TPI. ALPIIIE TOT . L D . 33.0 PSF S E -O N 17701 CONNECIDflS ARE MADE OF 20GA AS1M A653 GR40 GAIN . SIECI., EXCFPT AS NOTED. APPLY C.ONNFCIORS ll EACH FACE OF TRUSS, AND ONLESS HINERMI SE I.UCAI EU 011 11115 DESIGN• POSITION COM it ORS PLN DRAWINGS 160 A-2. TIIE SEAL ON THIS DRAW IMG INDICATES ACCEPTANCE OF PROFESSIONAL ENGIN[Ell IN �- civil. \P D U R . FAC . 1 . 25 FROM HB Rf.SPONSIOII I IY SOI ELY FOR III[ TRUSS COMPO NFNT D1'.SIGB SHOWN. TIIE SUI IAO II. I TY ANO USI: OF THIS AlpinS.E�rmnuio Ced A 95829 Inc. COMPONFN1 FOR ANY PARTICULAR BUILDING IS fill: R[SPONSIBILIrr OF III[ BUILDING OLSIGNLI. PER rFOFCAL%F�fL ANSI/IPI 1 1995 SLCI111N 2. SPACING 24 . 0 " 1 This safety alert symbol is used to attract your attention! PERSONAL SAFETY ISINVOLVEDI When you see this symbol - BECOME ALERT - HEED ITS MESSAGE. ACAUTION: A CAUTION identifies safe operating practices or indicates unsafe conditions that could result in personal injury or damage to structures. HIB -91 Summary Sheet COMMENTARY and RECOMMENDATIONS for HANDLING, INSTALLING & BRACING METAL PLATE CONNECTED WOOD TRUSSES ° Itis the responsibilityof the installer (builder, building contractor, licensed contractor erector or erection contractor) to property receive. unload, store, handle, install ana brace metal nate connected wood trusses to protect life and nronerty. The installer must exercise the same high degree of safety awareness as with any other structural material. TPI does not intend these recommendations to be interpreted as superior to the project Architect's or Engineer's design specification for handling, installing and bracing wood trusses for a particular roof or floor. These recommendations are. based upon the collective experience of leading technical personnel in the wood CAUTION: The builder, building contractor, licensed contractor, erector or erection contractor is advised Ato obtain and read the entire booklet "Commentary and Recommendations for Handling, Installing & Bracing Metal Plate Connected Wood Trusses, HIB - 91" from the Truss Plate Institute. DANGER: A DANGER designates a condition where failure to follow instructions or heed warn- ing will most likely result in serious personal '- injury or death or damage to structures. AWARNING: A WARNING describes a condition where failure to follow instructions could result in TRUSS'PLATE INSTITUTE 583 D'Onofrio Dr., Suite 200 ; Madison, Wisconsin 53719 (608) 833-5900 truss industry, but must, due to the nature of responsibilities involved, be presented as a guide for the use of a qualified building designer or installer. Thus, the Truss Plate Institute, Inc. expressly disclaims any responsibility for damages arising from the use, application or reliance on the recommendations and information contained herein by building designers, installers, and others. Copyright © by Truss Plate Institute, Inc. All rights reserved. This document or any part thereof must not be reproduced in any form without written permission of the publisher. Printed in the United States of America. CAUTION: All temporary bracing should be no less than 2x4 grade marked lumber. All connections should be made with minimum of 2-16d nails. All trusses assumed 2' on-centeror less. All multi -ply trusses should be connected together in accor- dance with design drawings prior to installation. ,TRU_ sri , , „ SS.STORAGE � l CAUTION: T-usses should not be unloaded on rough terrain or un- even surfaces which could cause damage to the truss. CAUTION: Trusses stored horizontally should be supported on blocking to prevent excessive lateral A CAUTION: Trusses stored vertically should be A bending and lessen moisture gain. braced to prevent toppling or tipping. 9 9 WARNING: Do not break banding until installation DANGER: Do not store bundles upright unless JA begins. Care should be exercised in banding re- A properly braced. Do not break bands until bundles moval to avoid shifting of individual trusses. are placed in a stable horizontal position. WARNING: Do not lift bundled trusses by theIlAprohibited. DANGER: Walking on trusses which are lying flat JA bands. Do not use damaged trusses. is extremely dangerous and should be strictly Frame 1 Diagonal brace also required on end verticals. i Top chorda that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. Cr /'aa PLUMB 12 �3or 9- greater e es/ •• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10° or Great ler =45° Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A D(Iri) D[50 D(fi) Up to 24' 3/12 1 8'1 17 1 12 1/2" 2' Over 24'- 42' 3/12 1 7' 1 10 1 6 1 " 4' Over 42'- 54' 3/12 1 6' 1 6 1 4 Truss I Over 54' See a registered professional engineer Depth- A DF - Douglas Fir -Larch SP - Southern Pine o• IS HF - Hem -Fir SPF - Spruce-Pine-FirQ0� ti I i Lesser of O� D/50 or 2" C i Maximum �`Jy9yQl�\K ` Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. Diagonal brace also required on end verticals. i Top chorda that are laterally braced can buckle togetherand cause collapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins 2q• are attached to the topside of the top chord. Cr /'aa PLUMB 12 �3or 9- greater e es/ •• All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace —� Required 10° or Great ler =45° Attachment Required AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A D(Iri) D[50 D(fi) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1 " 4' 60" 1-1/4" 5' � 1 L(in) U200 L(ft) , 200" 1" 16.7' 250" 1-1 /4" 20.8' 300" 1-1/2" 25.0' 50" 14" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' Truss I 108" 2" 9' it Depth- D(in) i I i Lesser of D/50 or 2" 1/4 Maximum Plumb ` Misplacement Line OUT -OF -PLUMB INSTALLATION TOLERANCES. ........:::::::::................ Lesser of ±1/4 U200 or 2" L(in) �� L(in) Lesser of +,/4, U200 or 2" OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 L(In) 0200 , L(ft) L(in) U200 L(ft) , 200" 1" 16.7' 250" 1-1 /4" 20.8' 300" 1-1/2" 25.0' 50" 14" 4.2' 100" 1/2" 8.3' 150" 3/4" 12.5' OUT -OF -PLANE INSTALLATION TOLERANCES. DANGER: Under no circumstances should A WARNING: Do not cut trusses. construction loads of any description be placed on unbraced trusses. Frame 6 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir a `Vb! 2x4/2x6. PARALLEL Continuous 11M CHORDITRUSS;'... All lateral _ Top Chord braces lapped ::,:::: ;.,.:::,:,;,:;: afleast two Lateral BracE trusses. Required Top chords that are laterally braced can buckle for cantilevered End diagonals are- ssen�tial for togetherand cause collapse ifthere is no diago- stability and must be duplicates 10" both ends of the truss system. nal bracing. Diagonal bracing should be nailed the support. to the underside of the top chord when purlins are attached to the topeide of the top chord. =450 Attachmer Required 20'�pB� OT ! SPF @ 2' C•C, 4ft s </s ,L o 9 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chorda that are laterally braced can buckle ;i togetherandcause collapse ifthere ianodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins " are attached to the topside of the top chord. I o s All lateral �\ braces lapped at least two trusses. End diagonals ard-essential for stability and must be dupT'1 of don both ends of the truss system =450 Frame 5 30" or greater Continuous Top Chord -� Lateral Brace Required 10" or Greater Attachment Required 3"A" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. awl All lateral _ braces lapped afleast two trusses. The end diagonal brace for cantilevered End diagonals are- ssen�tial for trusses must be stability and must be duplicates placed on vertical both ends of the truss system. webs in line with the support. =450 Attachmer Required 20'�pB� OT ! SPF @ 2' C•C, 4ft s </s ,L o 9 WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Top chorda that are laterally braced can buckle ;i togetherandcause collapse ifthere ianodiago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins " are attached to the topside of the top chord. I o s All lateral �\ braces lapped at least two trusses. End diagonals ard-essential for stability and must be dupT'1 of don both ends of the truss system =450 Frame 5 30" or greater Continuous Top Chord -� Lateral Brace Required 10" or Greater Attachment Required 3"A" Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. awl WARNING: Do not attach cables, chains, or WARNING: Do not lift single trusses with spans hooks to the web members. A greater than 30' by the peak. /601ess or less a Tag Approximately Approximately Tag Line '/: truss length 1/2 truss length Line Truss spans less than 30'. Spreader Bar Toe In Toe In Approximately '/z to Y3 truss lenath Less than or equal to 60' Tag Line Spreader Bar 1 Toe In Approximately '/Y to iii truss length Less than or equal to 60' Toe In Lifting devices should be connected to the truss top chord with a closed-loop attachment utilizing materials such as slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line Strongback/ SpreaderBar At or above mid -height Tag Tag Line Line 10 Approximately 2/, to 3/4 truss length Greater than 60' Typical horizontal tie member with multiple stakes (HT) Frame 2 �truse of braces oup of trusses (ES) CAUTION: Temporary bracing shown in this summary sheet is adequate for the Installation of Atrusses with similar configurations. Consult a registered professional engineer if a different bracing arrangement is desired. The engineer may design bracing in accordance with TPI's A Recommended Design Specification for Temporary Bracing of Metal Plate Connected Wood Trusses, DSB-89, and in some cases determine that a wider spacing is possible. Typical horizontal tie member with multiple stakes (HT) Frame 2 �truse of braces oup of trusses (ES) 0 ° 12 4 or greater DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fi ;PITCHED TRUSS AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' 1 See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine ' ' TOP CHORD Continuous Top Chord TOP CHORp DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING {D8� SPANPITCH SPACING(LB #trusses 10° or Greater Up to 32 4/12 8' 20 15 Over 32'- 48' 4/12 6' 10 7 Over 48' - 60' 4/12 15' 6 4 Over 60' - See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce-Pine-Fi ;PITCHED TRUSS AWARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A Up to 28' 1 2.5 7' 17 12 Over 28' - 42' 3.0 6' 9 6 Over 42'- 60' 3.0 5' 5 3 Over 60' 1 See a registered professional engineer DF -Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Continuous Top Chord Lateral Brace All lateral braces Required lapped at least 2 trusses. 10° or Greater Attachment Required 1 .. q 2eor /@SS EX. Frame 3 12 ¢y �1t y9 Top chords that are laterally braced can buckle Q!�\ togetherandcause collapse ifthere isnodiago- ��J Gj nal bracing. Diagonal bracing should be nailed ti to the underside of the top chord when purlins are attached to the topside of the top chord. i' 12 a 1- •r—.r,�._�1 4 or greater Bottom chord diagonal bracing repeated at each end of the building and at same spacing as top chord diagonal bracing. [i 614MIM, �.�.�'.. OT, !CHORD ''I ''I! „!!NIn,lNI I I'',V•, II�IIi!I !' ,�III ''!" II ... ;!;Ii,BOTTOM'C�IORD ,OM, , yDIAGONALBRACE. Uillii MINIi.MUM , j, , � ,,,,, ;i!LATERdL!BRACE SPACING"(DB SPAN illl!ii, PITCH°� " �' !'' SPACINOil LBr 'M yl,l!" [#tru8sesjl lu .: h�?i'!! l i i llj I,h , ! Up to 32' 4/12 15' 20 15 Over 32'- 48' 4/12 15' 10 7 Over 48'- 60' 4/12 15' 6 4 Over 60' See a registered professional engineer �15 DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir L15 - All lateral braces lapped at least 2 trusses. WARNING: Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings. A '111101-0_ O Permanent GS1P 1-o. s continuous lateral bracing as specified by the truss engineering. Frame 4 =45° Cross bracing repeated at each end of the building and at 20' Intervals. L1 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM ;r r (One form per Building) y School District E, (t Building Department No. A.P. Number 1 ► 8 2 Z._ Jurisdiction: city County Property Owner Property Location/Address Subdivision Lot No. Residential Development ® ...........................................................................:........................................ '/ Sq. Footage //\. / �' No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # ................................................................................................................. '(No foundation inspection): fCommerc)al/Industr,,ial -k4 -.1< =l :..i,=+� _` r z� SgyFootage4, r. -,I-, . - ..: - New Adddion I (Including Exterior 1 Roofed Areas) 7,719, r, Building Department epresent�ti a Date (Floor Ptahviewed by School District Personnel) District Identification No. 0 04= 02 School District certifies that (Street Address) , (City) 0 has complied with the requirements of Resolution No representing p square feet. School District Representative Paid by Check # Remarks: (Applicant) L3 413-S�6.1 -c- (Phone Number) (State) (Zip Code) -qt? by payment of $ p� AB 2926 S FULL MITIGATION E �, f I i. .19.9, "k '\ - ° 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.(CEQAL 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 1�3 �y 1J-��-/.2 2, ENCROACHMENT PERMIT COUNTY OF ,BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA, 95965 FAX: (916)-538-2140 APPLICATION IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except sign ture must be typed or legibly printed.) NAME: 1 SIGNATURE: ����/ PHUNL: -2 2 J "- 0 W7 . LOCATION OF WORK TO BE TYPE OF WORK TO BE DONE 1. Curb:.. ❑ Gutter: ❑ Sidewalk- ❑ (PLEASE CHECK) 2. Driveway (List Type): �- 3. Underground Conduit: 4. Other: PERMIT GRANTED ' In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: CAPROJECTFORM&ENCROACH.WPD Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works NOTIFY COUNTY .24 HOURS BEFORE WORK IS TO' BE DONE Phone: (916)-538-7681 PERMIT # DISTRICT IIWE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with County ordinances and general laws. (All information except sign ture must be typed or legibly printed.) NAME: 1 SIGNATURE: ����/ PHUNL: -2 2 J "- 0 W7 . LOCATION OF WORK TO BE TYPE OF WORK TO BE DONE 1. Curb:.. ❑ Gutter: ❑ Sidewalk- ❑ (PLEASE CHECK) 2. Driveway (List Type): �- 3. Underground Conduit: 4. Other: PERMIT GRANTED ' In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: CAPROJECTFORM&ENCROACH.WPD Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works GENERAL C'ONDMONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute'an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be donesubject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. K 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be -kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the gene -al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit,shall assume full responsibility for all liability for personal injury or damage to''property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations sttall be backfilled and compacted immediately after work therein has been completed.' Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. , ' a. The relative compaction from the bottom of excavation to a plane five feet (5') below finish surface grades shall be no less than ninety percent (90°b) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test method. b The relative compaction from a plane five feet (51 below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95 0) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 95,`"0. Material for use as backfill in road nide gutter excavations shall be the native material and be compacted to a relative compaction of not less than )0%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted'by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of the excavation to the original grades'and cross sections, and to a condition as good as, or better than, existed prior t., the construction. All surfacing materials of roadways and rlrivewav approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONI'. Wl-:1•:h following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting properly owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to he placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work cuv,:red by this permit is to be done b,v a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. C ENCROACHMENT PERMIT' .r' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA, 95965 FAX: (916)-538-2140 APPLICATION I/WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with' County ordinances and general laws. (All information except signature must be typed or legibly printed.) NAME: Xa2izie SIGNATURE: t MAILING AD ESS: _ Z. `Z _A 44. 9e5_,9�Z S PHONE: 17 3 a 07,f7 DATE: 6 LOCATION OF WORK TO BE DONE: iC f/_'e_ 7J TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) Driveway (List Type): Underground Conduit:_ Other: 2. 3. 4. PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. ❑ All work shall conform to accompanying Detail ❑ Plans ❑ Special Conditions U. Date Issued: Surety: Yes ❑ No ❑ Expiration- Date: C:%PROJECTTFORMS\ENCROACH. W PD Mike Crump Director of Public Works IFY COUNTY OURS BEFORE IS TO BE DONE (916)-538-7681 F IT #: DISTRICT APPLICATION I/WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the county roads and highways, all in accordance with' County ordinances and general laws. (All information except signature must be typed or legibly printed.) NAME: Xa2izie SIGNATURE: t MAILING AD ESS: _ Z. `Z _A 44. 9e5_,9�Z S PHONE: 17 3 a 07,f7 DATE: 6 LOCATION OF WORK TO BE DONE: iC f/_'e_ 7J TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) Driveway (List Type): Underground Conduit:_ Other: 2. 3. 4. PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. ❑ All work shall conform to accompanying Detail ❑ Plans ❑ Special Conditions U. Date Issued: Surety: Yes ❑ No ❑ Expiration- Date: C:%PROJECTTFORMS\ENCROACH. W PD Mike Crump Director of Public Works GENERAL C"ONDIFTIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute'an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done sub'ect to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall beborrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall he kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the gene-al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee, by the acceptance of this permit,shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (51 below finish surface grades shall be no less than ninety percent (90`0) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95'0) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 955. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 90%. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of the excavation to the original g.•ades and cross sections, and to a condition as good as, or better than, existed prior to the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within OiNF, R'KEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to seeure permission from abutting propertvowners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. I1. If the construction work covi:rc,l by this permit is to Iw Mont- b,y a private contractor hired by the applicant, applicant shall notify contractor as to the sprciol conditions and requirements contained herein. ERCROACHMENT PERMIT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA, 95965 FAX: (916)-538-2140 APPLICATION I/WE, the undersigned, hereby apply to the County of Butte for an encfroachment permit to do the following work under or over the county roads and highways, all in accordance with; County ordinances and general laws. (All information except sign ture must be typed or legibly printed.) NAME: SIG/NATURE: MAILING AD ESS: /;?- ..3d dZ �.--.G�L// / `<- H PHONE: J '/ J " 0 (0 `',5 LOCATION OF WORK TO BE DONE: 1. Curb: ❑ Gutter: ❑ 2. Driveway (List Type): 3. Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including this form) and special conditions written below, permission is hereby granted. DATE: / 7 / )f 9' 1. - -� 1/Z TYPE OF WORK TO BE DONE Sidewalk: ❑ (PLEAS.E CHECK) printed on the back of ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: CAPROJECTFORMS\ENCROACH. M Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works By. IFY COUNTY OURS BEFORE IS TO BE DONE [Phone:(916)-538-7681 IT # DISTRICT APPLICATION I/WE, the undersigned, hereby apply to the County of Butte for an encfroachment permit to do the following work under or over the county roads and highways, all in accordance with; County ordinances and general laws. (All information except sign ture must be typed or legibly printed.) NAME: SIG/NATURE: MAILING AD ESS: /;?- ..3d dZ �.--.G�L// / `<- H PHONE: J '/ J " 0 (0 `',5 LOCATION OF WORK TO BE DONE: 1. Curb: ❑ Gutter: ❑ 2. Driveway (List Type): 3. Underground Conduit: 4. Other: PERMIT GRANTED In compliance with your above request, and subject to all terms, conditions (including this form) and special conditions written below, permission is hereby granted. DATE: / 7 / )f 9' 1. - -� 1/Z TYPE OF WORK TO BE DONE Sidewalk: ❑ (PLEAS.E CHECK) printed on the back of ❑ All work shall conform to accompanying Date Issued: Surety: Yes ❑ No ❑ Expiration Date: CAPROJECTFORMS\ENCROACH. M Detail ❑ Plans ❑ Special Conditions ❑. Mike Crump Director of Public Works By. v GENERAL CONDI-TIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute'an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be donesubject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and to immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. At least one lane of any public road, under the jurisdiction of the Board of Supervisors of Butte County, and other public roads junctioning or intersecting therewith, shall be kept open for travel by the general public at all times. No public road under the jurisdiction of the Board shall be closed to travel by the gene -al public without special permission, in writing, of the Board of Supervisors. 7. The Permittee,by the acceptance of this permit,shall assume full responsibility for all liability for personal injury or damage to property which may arise out of the work herein permitted or which may arise out of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the County of Butte or any department, official, or employee thereof, the Permittee shall defend, indemnify, and hold them and each of them harmless for such claim. 8. All excavations shall be backfilled and compacted immediately after work therein has been completed. Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (51 below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State of California, Transportation Department, Division of Highways, or other approv- ed test method. b_The relative compaction from a plane five feet (5•) below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (95-0) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 95o. Material for use as backfill in road.ide gutter excavations shall be the native material and be compacted to a relative compaction of not less than 900. Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow ditches, pipes, headwalls, road signs, trees, shrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be restored immediately upon back- filling of she excavation to the original g.•ades and cross sections, and to a condition as good as, or better than, existed prior t., the construction. All surfacing materials of roadways and 8rive.waY approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within O\I': following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting propertyowners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covf:red by this permit is to 1w done by a private contractor hired by the applicant, applicant shall notify contractor as to the shrcial conditions and requincments contained herein. LAND DEVELOPMENT OROVILLE / CHICO 99-1344 BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. NAMEOWNERS CIMINO NUMBER 011-280-122 PRINT LAST NAME FIRST 12401-CENTERVILLE ROAD, CHICO ADDRESS / LOCATION: - COUNTY ZONING DESIGNATION: /zS FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED:7OR VE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: 11-28-/OCY,/0�-) //O /,3L/ -/S 9/-/7/// 7 -,be, 17119 MAP INFORMATION: DATE OF RECORDING: LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO. IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Constrict road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BUILDING DIWSION UNLESS OTHERWISE NOTED. _ 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft. building setback from right-of-way/centerline —3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 8. Conned to a public water supply. —9. Connect to a public sewer system. —10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for,the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel 2© M.. 5'FoF- p,4-ZO/C L CVJr-I 114. Pay T.D.D. (Thermalito Drainage District) fee in the amount of —12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. —14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. —15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. —19. Wood stoves and fireplace inserts shall. be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. LD 6198 'Ala 3�n8 d0 AINnOO FORMS\BLDG PERMIT CLEARANCE 6661 1 Z N n r A3AI333H BUILDING PERMIT SITE PLAN CHECKLIST APN: Got 1 — 2E), (> — 'Z2 Building Permit No.: Proposed Use: SFD ❑ MH ❑ Multi -family U Res. Acc. ❑ Ag. Bldg. ❑ Comm. ❑ Ind. ❑ Other: Zone District: �' — General Plan: The Proposed Use Is: Permitted: Not Permitted: Requires a Use Permit: Requires a Minor Use Permit: Requires an Administrative Permit: Accessory Bldg. Use: Parcel Created By Map? No: Yes: Book/Page' Map Conditions? No: Yes: , See reverse side Use Permit: Variance: Dev. Agreement: Applicable Setback Zoning Code Streets & Hwy. Fire Prevention Subdivision Map Front Side Side, street �� Rear to 90 Height ----� Parcel in Land Conservation Agreement? No: � Yes: , Check Use Parcel in North Chico Specific Plan? No: Yes: , Check NCSP Zoning Parcel in Floodplain? No: Yes: , Zone: Panel No.: Parcel in Enterprise Zone? No: Yes: , Check Use Commercial/Industrial/Nlulti-family Uses Parking Requirements: OK as shown Other: _ Landscaping Requirements: OK as shown Other Comments: O I C Reviewed By: Date: 1 CHECK SPECIAL CONDITIONS WHICH APPLY TO PARCEL: ALL FEES TO BE PAID TO THE BUILDING DIVISION UNLESS OTHERWISE NOTED. Submit a plan of the existing on-site mature trees, located in the proposed for building and driveway area prior to grading or vegetation removal. Minimize the removal of mature trees, where possible. A mature tree shall be defined as a tree with a trunk measuring 4 inches in diameter, 4 feet from ground level. Mature trees removed shall be replaced by planting replacement trees of equal number and not less than _ gallon size. _2. Prior to the commencement of grading and/or construction activity, all individual or groups of oak trees which are to be retained as part of the project, shall be fully protected through the use of root protection zones (RPZ). During construction, RPZs shall be established using protective fencing enclosing an area with a radius 1.5 times the distance from the trunk to the dripline. Within this protective buffer, no grading, trenching, fill, or vegetation alteration of any kind shall be allowed. The RPZs shall be maintained after the completion of construction in order to continue to protect the oak trees, but the fencing shall be removed. _3. Fencing for areas other than residential areas shall be limited to a maximum of 5 wire strands. The lower strand shall be at least 16" above the ground and the upper strand shall be no higher than 48" above the ground. _4. Pay the required CSA 87 Traffic and Drainage Mitigation fee of $2,500. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entitilements must be obtained: a California Fish and Game 1604 Streambed Alteration permit and an Army Corps 404 permit or exemption certificate. 6. Pay the current West Chico Fire Station Fee of $75. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire Department. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 9. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $750 as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. 12. 13. 14. K:\BLDGCH4.FRM 2 A SAND WHEN RECORDED MAIL TO: j /j `vJ 1 999-003 1 994 BUTTE COUNTY BUILDING DIVISION v/ / /% 7 COUNTY CENTER DRIVE Recorded Official Records 1 REC FEE 16.00 I CONFORM OROVILLE, CA 95%5 CoBUTTEOf .00 CANDACE J. GRUBBS I Recorder 1 ROSEMARY DICKSON 1 Assistant I Vickie 11:18AM 28 -Jul -1999 i Page 1 of 4 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 '7 -1% -qct State of California County of Su T -t' PROPERTY OWNE �- On v�K Ze , I `ZCR9 before me, W .l LA MBrYL?' � o u�:�aR� 'i'o4ii.l a personally appeared A MTPa tv i e: u GUS L e.I t�% I wo ,,naH. Imevi-terve (ff proved to me on the basis of s9tisfactory evidence) to be the person(s) whose name(s) is/an subscribed to the within instrument and acknowledged to me that he/sey executed the same in his/herflhefr authorized capacity(ies), and that by his/herAheir signature(a) on the instrument, the person($) or the entity upon behalf of which the person(*) acted, executed the instrument. WITNESS myh1and and official seal Signature W Seal: A.P. # o 11 2-8 0 ► 2Z i W. J. ��E�� III COM'�1109367 � '�.. NQTARYPUBILdt,400ANIA y Q� COUNTY OF BUM---- Y X67.5 Z ORDER NO. BU -145884 LP DESCRIPTION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 26, 1988, IN BOOK 113 OF MAPS, AT PAGE(S) 1, 2, 3 AND 4. EXCEPTING THEREFROM ALL THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL 1; THENCE ALONG THE SOUTHERLY LINE OF SAID PARCEL 1, NORTH 62 DEG. 10' 00" WEST, 327.23 FEET; THENCE NORTH 89 DEG. 36' 40" EAST, 46.32 FEET; THENCE SOUTH 79 DEG. 00' 00" EAST, 191.94 FEET; THENCE SOUTH 25 DEG. 07' 52" EAST, 128.65 FEET TO THE POINT OF BEGINNING. CERTIFICATE OF CORRECTION RECORDED NOVEMBER 8, 1988, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 88-38014. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC.t UTILITY PURPOSES OVER RIM VIEW DRIVE AS SHOWN ON SAID PARCEL MA -P,- PARCEL II• A PORTION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STAT£ -'OF CALIFORNIA, ON SEPTEMBER 26, 1988, IN BOOK 113 OF MAPS, AT PAGES 1, 2, 3 AND 4, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PARCEL 2; THENCE ALONG THE SOUTH LINE OF SAID PARCEL 2, SOUTH 86 DEG. 22' 22" WEST, 500.00 FEET; THENCE NORTH 40 DEG. 52' 18" EAST, 570.48 FEET; THENCE SOUTH 62 DEG. 19' 04" EAST, 200.00 FEET TO THE EAST LINE OF SAID PARCEL 2; THENCE ALONG. SAID EAST LINE SOUTH 09 DEG. 30' 44" WEST, 311.12 FEET TO THE POINT OF BEGINNING. CERTIFICATE OF CORRECTION RECORDED NOVEMBER 8, 1988, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 88-38014. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER RIM VIEW DRIVE AS SHOWN ON SAID PARCEL MAP. CONTINUED;° 0l J ORDER NO. BU -145884 LP DESCRIPTION - CONTINUED PARCEL III: A PORTION OF PARCELS 1 -AND 3 AS SHOWN ON THAT CERTAIN PARCEL MAP FILED IN THE OFFICE OF THE RECORDER OF BUTTE COUNTY, CALIFORNIA, ON AUGUST 27, 1982, IN BOOK 89 OF PARCEL MAPS, AT PAGE 35, 'AS MODIFIED BY DEED AND PLAT RECORDED OCTOBER 10, 1984, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 84-38258, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID MODIFIED PARCEL 3; THENCE ALONG THE NORTHEASTERLY LINE THEREOF NORTH 62 DEG. 10' 00" WEST, 327.23 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, SOUTH 89 DEG. 36' 40" WEST, 497.82 FEET; THENCE SOUTH 42 DEG. 03' 25" WEST, 264.91 FEET; THENCE NORTH 49 DEG. 28' 35" WEST, 577.52 FEET TO THE NORTH LINE OF SAID MODIFIED PARCEL 3; THENCE ALONG SAID NORTH LINE NORTH 86 DEG. 22' 22" EAST, 700.00 FEET AND SOUTH 62 DEG. 10' 00" EAST, 470.05 FEET TO THE TRUE POINT OF BEGINNING. PARCELS I, II AND III ABOVE ARE PURSUANT TO A BOUNDARY LINE MODIFICATION BY DEED RECORDED MAY 2, 1991, UNDER BUTTE COUNTY RECORDER'S SERIAL NOS. 91-17115 AND 91-17117, AND CANNOT BE SOLD SEPARATELY. PARCEL IV • AN EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITY PURPOS-ES ON THAT PORTION OF PARCELS 2 AND 3, AS SHOWN ON THAT CERTAIN PARCEL - MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BU,Z72--E, STATE OF CALIFORNIA, ON SEPTEMBER 26, 1988, IN BOOK 113 OF MAPS, AT' PAGE(S) 1, 2, 3 AND 4, LYING WITHIN RIM VIEW ROAD. CERTIFICATE OF CORRECTION RECORDED NOVEMBER 8, 1988, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 88-38014. .. .. �-7.-..+.�.,.aw.:�.,.+.,w+�vrww--.s.+w-..w.vissa;�w�.^!, ..u. -•—,r: � ... �-. 95-0jr75 ORDER NO. BU -145884 LP A) THE EASEMENT DESCRIBED BELOW IS FOR DEED PREPARATION ONLY AND CANNOT BE INSURED BY THIS TITLE COMPANY, UNTIL PARTIAL OR FULL RECONVEYANCES ARE OBTAINED FOR DEED OF TRUST RECORDED OCTOBER 19, 1992, -UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 92-47624 AND DEED OF TRUST RECORDED SEPTEMBER 10, 1993, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 93-38924: PARCEL V• A NON-EXCLUSIVE EASEMENT FOR ACCESS TO PUBLIC UTILITIES AND PURPOSES -OF WATER DISTRIBUTION SYSTEM(S), UNDERGROUND PIPE LINES AND/OR WATER CHANNEL TO ADJACENT PARCELS, OVER PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 26, 1988, IN BOOK 113 OF MAPS, AT PAGE(S) 1, 2, 3 AND 4, AND BEING DESCRIBED AS FOLLOWS: A STRIP OF LAND 20.00 FEET IN WIDTH LYING 10.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE MOST EASTERLY CORNER OF PARCEL 2 OF SAID PARCEL MAP; THENCE ALONG THE BOUNDARY LINE BETWEEN PARCELS 2 AND 3 OF SAID MAP, NORTH 53 DEG. 16' 01" WEST, 470.03 FEET; THENCE SOUTH 60 DEG. 04' 54" WEST, 539.77 FEET TO THE TRUE POINT OF BEGINNING FOR THECENTERLINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT �'OF- BEGINNING SOUTH 25 DEG. 40' 15" EAST, 75.00 FEET; THENCE SOUTFf"83 DEG. 06' 34" EAST TO THE EASTERLY BOUNDARY LINE OF PARCEL 2 Awr17- THE TERMINATION OF THE CENTERLINE DESCRIBED. B) THE FOLLOWING DESCRIBED PARCEL IS FOR DEED PREPARATION ONLY., BUT CANNOT BE INCLUDED IN ANY POLICY OF TITLE INSURANCE: A RIGHT OF WAY 40 FEET IN WIDTH FOR PIPE LINE AND ROAD PURPOSES OVER ALL THAT PORTION OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 19, TOWNSHIP 22 NORTH, RANGE 3 EAST, M.D.B. & M. THAT LIES SOUTHEASTERLY OF THE SOUTHEASTERLY BOUNDARY OF THE HUMBUG COUNTY ROAD FROM HUMBUG ROAD TO THE CENTERLINE OF BIG BUTTE CREEK, AS DISCLOSED BY DEED RECORDED OCTOBER 4, 1988, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 88-33794. CONTINUED EMD OF DOCUMENT a COUNTY OF BUTTE Oroville, California GENERAL CLAIM CLAIMANT: TONY CIMINO ADDRESS: 12401 CENTERVILLE ROAD CITY Fr STATE: DATE.OF CLAIM:_ 2/22/01 IMPORTANT: SEE INSTRUCTIONS ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT Pxr-civiwr nnnne nn ���.....�. DATE ----- ---- . -- .+vvary vn'PcnviVCJ DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) PERMIT EXPIRED—REAPPLIED FOR NEW PERMIT(AP#001-280-122 BP#99-1344 RECEIPT #265209 AMOUNT TOTAL AMOUNT PAID 1332:65 RETAIN REFUND PROCESSING FEE $ 25.00 RETAIN UTT DING —PERMIT FILING $ 20.00 RETAIN PLUMBING PERMIT FILING FEE $ 20.00 RETAIN MECHANINCAL PERMIT FILING FEE $ 20.00 RETAIN PLAN CHECKING FEE $ 339.63 fl TOTAL AMOUNT TO BE REFUNDED $ 776.02 TOTAL $7761 02 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true an as stated. Dated this 11TH day of JAN. 2001, at OROVILLE Calif. Signature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or articles %iaa have bee orm or delivered and that t Budget Appropriation [ ) or Specific Board Approval [ I (Check one) for the same. Dated this 22ND day of FEBRUARY 2001 • at OROVILLE Calif�%ment He or Authorized De puty Dept. Code 440-002 Exp, Code 4210500 PAYABLE FROM construction permits Dept. Code Exp. Code PAYABLE FROM Dept Code Ex . Code PAYABLE FROM DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. 6 SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 4L' 6A0 ASSESSOR PARCEL NUMBER 011-280-122 ZONING FR 5 BUILDINGPERMIT OWNER CIMINO, TONY & LINDA TELEPHONE 343-8645 SO. FT. OCC. BUILDING VALUATION 1248 R 67,392 .OWNER'S MAILING ADDRESS 12302 CENTERVILLE ROAD, CHICO 95973 '194 C. 4919 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ s99 sn ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ 9,1 nn PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF X] Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 56 nn Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New Iff Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 BED 2 BATH NEW SINGLE FAMILY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 15.09 Mobile Home ISI GI W1 920.00 PERMIT FEE $ 136.00 ELECTRICAL PERMIT Filing Fee 20.00 800VMain Service A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby a under penalty of perjury that I am exempt from the Contractors License Law f2j#Ke following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. . ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation �e hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth ith comp) with -those provisions. 1 a%-- 9 X '� Date -� / Signat f Applicant - C°TQwner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. owELLING occuP. 3.5¢F°: 43.68 ( NRA DONS . MUALrco NON•RESID. @7.50 APPARATUS a sINGLE ounEr cIR. Ex. Occup. OUTLEr OR FIXTURES aAL 20 @',50 PLNS. OR Ex. Occup. OunFIXED APETs REs10. Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 86.68 MECHANICAL PERMIT Filing Fee 20.00 Heating w"1000 000 15.00 Cooling Hood 6.50 6.50 Ventilation 3 13.50 PERMIT FEP_ $ '55 00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Kc 3 coNsr�fE TOTAL FEE $ 1, 228.8 HAZ. - D FEES IFL CD% PAR * ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date fDate Receipt No. 65 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CLAIMANT'S NAME MAILING ADDRESS REFUND CLAIM APPLICATION awe lei) ASSESSOR PARCEL #: o0 77Wel W;21 RECEIPT NUMBER(S) 0�1625goo Re uest a refund of fees paid on the abov receipt numb r(s for the fol owing reasons: Please refund any applicable fees in the following categories: (Check those. categories which you wish to have refunded.) Building Permit Fees ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) ( ) Urban Area Fees Disposition of Plans: ( ) Plans returned to me at counter 4 ( ) Please mail plans to me at above address. s , •, ( ) Please dispose of plans. SIGNATURE7Yr DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. . . FOR BUILDING DIVISION USE: Receipt Information: Number: Date: Issued To: Amount: Fees Retained: f/ Processing Fee: $ CPT. L-<BIdg Filing Fee: �Plbg Filing Fee:" C,'/ Elec Filing Fee: $ ✓ech Filing Fee: $ v//Energy P/C Fee: ✓ Plan Check Fee: $ �� • �J Inspection Fee: $ �� (J ►vJ SRA Fee: $ • Total Amount Retained $ TOTAL REFUND DUE :APPROVED Butte County /J -..... E i nmental Heaitr %l Da S�gnat, re Envir®nm.ental Heala` .P--T�---11.0 DLCO , pEc 0 2000 r Chaco, C a tal alth fo to 4. -. _—... 'ori \ •