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HomeMy WebLinkAbout063-360-002NOTES` RESIDE At " PER IT NO. i 063-360-002 04-0332 GAFDEMYER, CHARLES 1619 WOODLAND PARK DR, FOREST RANCH _ CONT: OWNER NEW SINGLE FAMILY �!z ��� L� r 7:. i } - i ;1 ` SPECIAL CONDITIONS _.� CHECKED r BY =t JRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. I SPECIAL INSPECTION ITEMS VERIFY ti - c USE PERMIT CONDITIONS' i SUB -STANDARD HOUSING LETTER OFF•ICE'•COPY I .�+ Address GAS � I Meter By Date'!' atei + ELECTRIC 1 Meter By - Date JOB FINALED (Date) r/ s/- / 3 Signature Inter -Departm=ental Memorandum FROM: SUBJECT: DATE: 44N COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-754�1� fP,E�� 9— ASSESSOR (Rev.12/96) APPLICATION AND PERMIT (,j PARCEL NUMB f)& •_�e/rte Q. IS (���� (� a("`°�E ZONINA>" BUILDING PERMITV, OWNER �'} /� /� /-' I �� / �^/ SO. ,,, O. C. B, ILD,ING VALUATION . OWNER'S MA'll7/NGt�jDDRES jtij `' � �• u�0 e4l 9.�a. - S CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ 7 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $775 BUILDING AD - /�� /✓ fi�U` ( Energy Plan Checking Fee $ G� -" l / �✓ �� $ PERMIT FEE 06.i $ 15 - LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF El -"'Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap %,�'• 7.00 27` Solar or heat pump water heater 23.00 Water piping 15.00 1 Each as water heater or vent 15.00 115-. TYPE OF WORK New *0 Addition ❑ Remodel ❑ Utilitiesu❑ In I tion %❑ Other0 Describe Work: / / �(� / C r (Ile,, Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoo',oA.'ss 23.0075,_ LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I ap licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 o the Business and Professions Code, and my license is in full force and effect. License Class b Lic. 146. 34oJ'34 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjur that I am exempt from the Contractors License Law for the following reason: .f ❑ 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 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—JrPERMIT reason Main Service 200A TO 1000A 46.00 NEW CONST. DWEILINCi OCCUP. OR ADDNS. ( a ACC. BLDS. SO 3.50FT. 17S NOe.pESIp, ' MULTI.OUTLET 97,50 POWER APPARATUS BSINGLE OUTLET CIR. Ex. Occup. OUTLET OR FD(TURES BAL 9':5500 Ex. Occup. DUT�LEDTSA gEESSIp.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 FEE $Z-2-7 f WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 7,11 S' U -- Cooling Hood ( 6.50 Ventilation .4 "J _ C 147 PERMIT FEE $ //61-1. 157-) Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 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 orthwith comply-with,those provisions. _ (((. ""= Date - Q - q Signature of Applicant - Owner ❑ ontractor ❑ Agent An OSHA permit is required forhe avation ov r 5=0'- 8 p and demolition or construction/ of structures,z 3tstories-i eig'tr (/ � „�/ �. Mobile Home Installation Fee $ o --- Energy Inspection Fee $ .4(,o occ l �/ CONST. TYPE TOTAL FEE $,11(6 -1' HAZ. HAZ. D. ES IMP Y FLOOD O/OF • ROEL pD ♦ V/ ISSUE V 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. r ^ J �By I / Date 7 L V1��-' \ PERMIT EXPIRES ON /7Z Dete rReceiptNo.:,,�I I {/0 v I �%� (•(%r ITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT BUTTE „ COUNTY. INTER -DEPARTMENTAL MEMORANDUM JUL 0 8 2005 DEVELOPMENT TO: BUILDING DIVISION, 0 OVILLE p SERVICES FROM: , ENVIR. HEALTH, CHICO DATE: O RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: i¢/Rmmz_t�/ SEPTIC: ✓ WELL: AP#: 03-3C 0-66 ADDRESS/LOCATION:/-V-r-Q Aw_e&, Comments: GL/memos/releaseho Id Mar -18-05 11:19A.Culligan Water • 530 899 1771 P.02 Qd!df Culligan Water Conditioning 2377 Ivy Street - Chico, CA 9592R 530.895-1666 March 17. 2005 Steve Ferreira 15103 Woodland Pk. Dr , Forest Ranch, Ca' FFax4 899-9784 Oear Mr. Ferreira: 1 tested the water at 15103 Woodland Park Drive for corrosion. The water te%ted as follows: PII-6.6 Iron -- Zero Hardness - 70 mg/1 Total dissolved salts - 90 ing/1 'This water is corrosive to copper or galvanized plumbing. i recommend the house be plumbed with plastic (pex, cpvc, or equivalent) plumbing to prevent corrosion. ff you have any questions please don't hesitate to call. Sincerely,, Ilex Munroe Grade 2 Operator s C 111 •`.I(�l:N I [Al, commcnc,[Al . INnuF-,rn1AL WAI.Frt TnCA1 MEN I i,nOOLIC. I;i ANI?! - (XJ/ Ll(.,AN IN -AI FnzrHIPS Ahl- IN)Fr CNL)LN It Y L INSULATION CERTIFICATE Job Number: :':.::.S!2X:q:::: ....................................................... .................................... ......... ............ ct ::..:erre.... on..... . ............... .............. Contractor/Owner Name Job Address (street, city, state) County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION ROOF ate al.rrrrrrr'rrrrrr ........ ......... . ......... Thickness (inches): 2. CEILING Brand..................... ....................... Thermal Resistance (R -Value):! ....... ........................ 3. EXTERIOR WALL Frame .................. ......... rr A. Cavity Insulation Material::'::'*::'ii�'i��R"'b"'.......... O,i . ....... . .............. Thickness (inches):::::::::::::::::::::,: B. Exterior Foam Sheathing Material: Thickness 4. RAISED FLOOR Thickness (inches): ............ S. SLAB FLOOR/PERIMETER Material: Thickness(inches): .................................. ......................... Perimeter Insulation Depth :: ::::: Inches::::::::::::::::::: ..................... 6. FOUNDATION WALL ............................................ Thickness... ....... (inches): :':::"::'*:::*:::::::::::::::: .................................. Brand Name: Thermal Resistance ........ . ........ ....................... Brand Name: Thermal Resistance(R-Value)::::::'::::::':::: Brand Name: ........ .... .... ........ . Thermal Resistance ................................... Brand Name: ............... Thermal Resistance ... ........................ Brand Name: Thermal Resistance ................................................... DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. ........................ ............ .......... '* .. .... ........ . ........ Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner ::APPLIED TESTING CONSULTANTS; MATERIALS ENGINEERING TESTING AND"INSPECTION Nuclear Density Testing Report Per ASTM 1557 Client: Charlie Gardemeyer Address: 23 Upper Lake Ct. City, State: Chico, CA 95928 Attn: Charlie Gardemeyer Project: Gardemeyer Residence Soil Description: Brown Sandy Silt w/ Small Gravel (Native) Report Seq. No. 7 Page: 1 of 1 Date: 9/21/2004 Tech: D. DeMuth Gauge # CALIBRATION DATA: Density Std.: Moisture Std.: I Density Xi : Moisture Xi Compaction Equipment: Req'd % Compaction Curve No.: T-2 Max Dry Density: 114.5 Opt. Moist. Content: 17.5 90% Test # Test Depth Location: Building Pad Elev. Wet Density H2O Density Dry Density Moisture Content % Comp. Results 17 8". Building Pad, Northwest Corner FPG 121.7 9.31 112.4 8.3 99% PASS 18,8" Building Pad, Northeast Corner FPG 121.3 9.7 111.6 8.7 98% PASS 19 8" Building Pad, Middle FPG 122.4 12.5 109.9 11.4 ' 96% PASS 20 8" Building Pad, Southeast Corner - FPG 123.1 12.0 111.1 10.8 98% PASS 21,8" Building Pad, Southwest Corner FPG 123.5 12.8 110.7 11.6 97% PASS t REPORT: Arrived at jobsite at 0700 hrs. to perform compaction testing of the Building Pad. Performed 5 nuclear density tests at random locations as indicated above. All 5 test results indicate at least 90% relative compaction, Copies to: Reviewed by: 3060 Thorntree Drive, Suite 10 9 Chico, CA 95973 • Telephone: (530) 891-6625 • Facsimile: (530) 891-4243 Af APPLIED TESTING CONSULTANTS:': MATERIALS ENGINEERING TESTING AND INSPECTION REPORT OF EPDXIED ANCHOR ..INSPECTION/ TESTS DATE: 11/03/04 CLIENT: Charlie Gardemeyer 23 Upper Lake Ct. Chico, CA 95928 PROJECT: Gardemeyer Residence Type of Adhesive: Simpson Set 22 (Exp. 06/08) Number of locations: 3 Hole depth: 10" Hole diameter: 3/4" Anchor type: 5/8" Threaded Rod Placement: Drilled into eki sting concrete slab at hold-downs. DESCRIPTION OF WORK: Arrived at job at 1430 hrs. to provide special inspection of epoxy -grouted seismic anchors in the Hold-downs all' (PHD). A total of 3 anchors were installed per FLT Engineering Sheet 1 Foundation Detail. All holes were brushed and blown clean with compressed air. -The adhesive .was injected into each"hole in sufficient quantity to cause exudation of the material when the anchors were inserted. The anchor bolts were rotated during and after insertion to insure proper bonding of the adhesive to the bolts. K. Coy Inspector 3060 Thorntree Drive, Suite 10 ° Chico, CA 95973 ° Telephone: (530)891-6625 ° Facsimile: (530) 891-4243 J=OK 0 = Not OK . = NotReadyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Pfans) OK except #'s 1. 1. Zoning Requirements -Setbacks -Easements Footings; Size -Spacing -Marriage Line 2. Soils; Special MH Support Sketch 4. 3. Sewer; Location -Test -Fall -C/O -Concrete Drain; MH Test -Fall -Flex Connector 4. Water; Location -Test -Easement Needed (Sketch) 7. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas and Electricity Tagged 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer. Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. -Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors 5. Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test - 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) r Date UNDERFLOOR (Plans) OK except #'s 'P! g., Main; Soils-Eley<Grnd.-/ Z.P' Ftg. Depth /Fttg., Garage; Soils -Steel -Elea Grnd.-/ /" Ftg. Depth Porches & Decks; Soils -Steel-/ /" Ftg. Depth emwalls. Main; Steel-Blockouts-Wrapped 6a/9old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Pi -F,irg lace Ftg.-Steel 4; Fall -Fitting -Test -2 Way C/O -Sewer Test F, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11 Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Dated ) , It, r (j!j Card B-1 /(,rt (J 4- Date / ;� -141(j t Card B-1 Date 1/_ n Card B-1 - Date ' Card B-1' Datel -1' Datel ' PLU GING (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Baffle 1 ater i e; Test & Anchor -Nail Protection 1 K D ..: Test Fittinqs & Anchor -Nail Protection '_(3C Shower Pan; Test, First Floor -Tub Access -2t t Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors i'9- Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EL RICAL (Permit) OK except #'s xture & Transformer Clearance -Ins. Protection 2 . ,Plec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. 2 uip. Ground made up w/Mech Fasteners -Bond Gas & Water X2 Appliance Circuits in Kitchen & Conductor Size GFI 30 Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 1. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or AI Insulated Neutral O Yes ❑ No 92- S ice -Riser Conductors & Ground Main Disconnect i . Clearances Panels-Motors-Mech. Equip. thes Closet Light -Shower Light -Spa Light 35*7_Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 0 -. ills Proper Materials & Anchors 421"Walls Studs -Nailing Spacing & Braces -Plates -Sound 4r §earing Walls over Girders & Floor Nailing 44 Draft Stop in Walls (rat proof) 5. F Stops, Furred Ceilings -Stairs -Chaser ub 4'FF'Headers & Beams -Size & Bearing Date FRA NG (Continued) angers -Post Caps -Anchors -Connectors . CKng. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. L@ eplace Ties or Type A Flue -Fireplace Throat Clearance /\otic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. age Fire Protection Framing -RC Channel roperty Line Firewall & Openings 5Y E t. Doors -One 3' -Check Garage 3rd Story, 2 Exits 4&,46tpirs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer ` 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazinq Area -Glass Protection-Skvlights-Plastic 61. j3race Interior/Exterior Wall Panels Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FIN Plans OK except #'s V.YExt. Steps -Door & Sidelight Protection -Landings BV,Smoke Detector F mace Vents -clearance -Comb, Air -Connector - Garage; Above Floor-Ducts-Mech. Protection edroom Exiting F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel. Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Ylec. Outlets at Wood Panel, Int. & Ext. rt. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance �Elec. Outlets & Receptacles at Kit. Counter 7 . ar Fire Door; Swing -Landing -Closure . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. Gara e; Above Floor-Mech. Protection Ib.; Elec. & Mech. Equip. Listed for Location 7 Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. j0dard Rails & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 83. Following Instld .brive O Yes D No/Walks O Yes D No/Planters 0 Yes O No `d 84. Atucco Br4n-Finish tM C. Unit Disconnect, Electrical -Plumbing Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. xterior Elec. Trim, G.F.I. Receptacle -Underground 9 / entilation Throughout House . G ss Protection 91. Aorrections from Previous Inspections Gas Test -Meters Tagged, Gas -Electric 93. YVater & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates 9 Address Posted 96. Fire Sprinkler Date Card B-1 4--r Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: • C. S E PLAN REVIEW APPLICATION Date: AN Permit Number (if applicable) Q y — 0>332- Bin Number APPLICANT INFORMATIONParcel Size: 3 e - Owners Name: �-- Owners Address: (, 4A2e� ct Lu-� � e Telephone No.: Situs Address: *a t o J41 Proposed Use: Residential I \ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory . ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other Septic Agricultural Exempt Building ❑ Other: ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well ❑ Agricultural Buffer Form ❑ Applicable ❑ N/A Brief Explanation (if necessary): DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval •Site. Plan Stamped Approved By Date Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: R Snow Load Area: 2�� T o 25� �� • ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: D 3-7 5 C- Index Date: -6 - 9 ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ----------------------------------------------------------------------------------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: py Applicable Building Setbacks: Is ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front G Side �p Side Street Rear 4� 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Applicable Development Fees: ij Standard Fees Amount Formula 0 Fire ❑ School* ❑ Parks/Recreation Roads ® Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will -be made at the time of the building permit. • Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal , ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot _Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required -by zone ❑ .Meet current Environmental Health Department requirements • -------------------- ----- ---------------------- ----------------------- -------- --------------- ---------------------------------------------- Page 3 of 5 Subdivision Map/Parcel Mgp: POO OL-rG gam! h, o -VIP- H 0.V S C�, II.- v- ,� p pa ,,j Map Date of Recording: Lot Vt-I5-9 9 Book: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Page: 3b 3 Parcel Map/Subdivision Map/Use Permit Conditions 13 Comply with the following Conditions of Approval: a Attached ❑ None ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 • ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ' Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." Engineered foundations are required. Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. e ❑■ Page 4of5 NOTE • ALL FOUNDATIONS FOR 9111104NGS WITHIN THiTS SUBD'xvISION SHALL BE DESIGUE'D BY A R'EGISTfRED CIVIL ENG,INE'�f OR LTCx 'o ARCUMCT IN ACCORDANCE WITH THE MCOMMENDATItONS OF TWE GEOTE.C} LAICAL MAN-3IGATION M H086LDT WGIDUL-ANDS RY LRA ENGI'NEERIN6 (JUB NUMBER 940911G) DURIiNG MR, 1949.4 AND ON FILE WITH THE 8l'1TTE COUNTY 9U.I.LDI.Na DEMT. f N OTNES I . TH % S ADD I- T IONAt T?TAP SHEET SHOWS AD:DI T I ONAjL I,N.FUR'T1AT FOR. Wfil CH IS FOR- IyN:FO RMA•T I �J l'A L , P ' RPGO-SCS ONLY, D.ES.C'R Ii mUN'G C-ONDD I T I`OUS AS OF THE DATE OF APPROVAL, AND I'S NOT I'NTENDEE'D, TO AFFECT RECORD TITTLE INTEREST. ' 2. A D,EY'ELOPM'E'NT IMPACT FEE FOR SHcE.RIFF FAiCILITIFS • S,,HALL BE PAID PURSUANT TO THE PROVISIGN'S OF OHAPTER 3,, ARTICLE 2 GF THs,E BUTTE COUNTY CODE, FIRl,,G.R TO THE ISSUANCE CE OF B.0 I LO I N'G PlErRNITs. SAID FEE AMOUNTS WILL BE DETERMINED AND ;CA,LC`UtLATE,D AS AIM T'RAE DATE GF A+PSP L I CAT ION FOR T -KE OVI LD'IiNrG P,ERiMtI TS . 3. QEER MITIGATI;ON FEES ARE TO BE PAID' AT THE TIME OF 08TAI;NI;t1& BUILDI-N,G P+ER-HUTS 11F SUCH FEES RAVE -BEEN AD&P,TED. BY T:H1E &Ui ,TE COUNTY BOARD OF SUP+ERV ISiO�2'S _ , 4. WOOD STPY/'E AND FIREPLACE I,NSE.RT'S FUST.A.L�UE;D IN ANY H.OM;E WITHIN THIS SsUB'D.I'V IS ION SHALL B.E EPA APPRUVE-0 ASND DIES IGNED TO -MEET EMISSTO:NIS STANDARDS OF TUE CALI•FO`RNTA CLEAN, AIR ACT OF 19:88 AS AMENN;D.E,D e / 5.J HOMES SHSALL BE CONSTRUACTIED WITH EXTERIOR MAT'ERIALS THAT AIME l/ FFIRE RESISTANT_ ROOFS SHALL BE CLASS A SIDIlNG SMALL B&E • STUCCO, MAISONRY, OR A TREAT;ED WOOD SIDI'N.G THAT I'S TREATED TO BE FIRIE 'RES.IST.ANT_ ALL DECKS THAT OsVER :HAsN(G TH3E CAN,,V N SHALL RE E'NCL10S.ED FROM BELOW WITH., FI'R�E RESISTANT CONST,,R C.TI;(DIN. 6. LIMIT EARTHWORK TO THE PERIOD BETWE U A'PRI.'L I ANDNOV. IS. ALL AREAS Wfl-t "ME S0,1�L ARS, BEEN GISTUf2'BED OR, WE`Ef2E THE Vf'G;ETATI:ON' HAS DE'.EN kM,,VE` S -L BEE PAM CTHE'D F -MM EROSION ulls.i=NG. STAN!DAM' ER:OSIM CMR,01 KETHOQS PoDc'EFTU) RY CIY'IIL ENG I;NEERS . V EG,ETKr IO'N. IN THE FUTtL RED.UCT ION AREA SHALL NOT BE R•E�l�40V�W TO TH.E' EXTENT ,TH'AT EROS.FGN ,OCiCU,RS. T IS FtECONIF!£ND:ED THAT THE VtE<G.ETATIDiN RE:NIOVED FOR FIRE PROTECTION: BE CH,''I.PPM OR MIULCKED AND TfqEN APPLIED .TO TSE 'CLEAR,ED AREAS FOR EiROS I'0N CONTROL. STREET LIG44TIN°G AND: EJCTERI,O,R SECURITY LICINT-ING SHALL USE LOW PRESSURE S-001.t'M VAPOR L•ARTIPS OR 011;H{ER SIMtILAR LIG`.-,HTI1N:G THAT IS f3'!ECOGfN I ZL;D TO REO;UC.iI E ;LIGHT PO:LL;IJ'T I ON A'ND SHALL RE INpSTAiL LE:D N A -MANIN.ER TO. REDUCE I,LARE. 8 . HOMES CO:N!STRI�CT�ED ON TUESE LOTS SHALL�B'E DIES I GNED , TO MAIN I:M I ZE G',�RAD I N'G AND TO UT I L I ZEE THE EXISTING GRKAD,E TO TH€E EXTENT FLEASIB E THRGUIGH THE U'S'E OF MUSLTI LEVEL STRIJCTURE.S. .42 :lE 1 T,034 55 7 SOI 0. 84049 i WI -1. m 0.13 AC. UM LOT f L. f N.* 04: • T Y P.. TYP 11 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement [LESS THAN 1 ACRE1 Project Title: 14-2L (. ooc lao clS By signing below, I, the project owner/owner's agent, certify that I am aware that a construction project that disturbs 1 acre or more of land requires a Construction Storm Water Permit from the State Water Resources Control Board and that it is my responsibility to submit a Notice of Intent (N.O.I.), a Storm Water Pollution Prevention Plan (SWPPP), and a check for $700.00 made payable to the State Water Resources Control Board to obtain such a permit if my project disturbs 1 acre or more of land. I, further, certify that this project will not disturb 1 acre or more of land. I am aware that submitting false and/or inaccurate information may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: PLAN REVISION Owner's Name: C-�AQ_D M yEQ AP#: BP#: 454-.055--x Date: 4 23 D 4- a43 • .3 oar. Received By: !41 4_� Time: 324 Pm --- Contact Person & Phone Number: SLLS" j 87-7. 45Sq PURPOSE OF RE -SUBMITTAL OR REVISION ❑ Permit Application Data Sheet Item ❑ *Engineering ❑ *Plan Revision ❑ *Requested by Building Inspector's Correction Notice —Inspector's Name: Cil'Requested by Plan's Examiner,— Plan Examiner's Name: iQLcs s Eu, / P#+1 c -4c) ❑ Other: *If revising a plan which has already been issued, submit two (2) drawings reflecting the revision for plan review along with your approved plans. If engineering is involved in this revision, the engineer must put his requirements on these drawings and wet stamp and sign two sets of engineered drawings. Revised drawings must clearly show changes proposed and locations involved. WHEN APPROVED, PROCESS AS FOLLOWS: ❑ Mail to Owner/Contractor at this address: CEJ' Call SLL3100J 877. 4589 ❑ Deliver with next inspection. and hold for pick-up. Minimum revised plan check fee to be collected at time of submission of revision, plans examiner will determine if additional plan checking fees are needed: ❑ Minimum $54.99 Receipt #: Q' Fee. not required for revisions requested by plans examiner prior to issuance of permit. ❑ Additional Fee Amount: Receipt #: Revised 2/04 FROM :F.L.T. ENGINEERING' TO :8774S89 April 12, 2004 Charles Gardeniye,' 23 Upper Latke Ct. Chico, Ca. 95928 2004,04-16 01:49PM #550 P.01/01 P -i Department of Dervelopment. Services lBluildiog Division cou,►ty center VrivG Oroville, CA 95965 (530) 5311-7541 (530) 538-2140 FAX Assossoi faro,, Number, 063-360.002.-000 Liuilding Permit Number: 04-0332. Thank yntl for submitting the plans for your building project. The plans have been reviewed, and the plan esauiiner's continents are listed below. Please respond ui writing to each item by completing and rcluminr, the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear rr,.:;hrntse will expedite tlae rc--chock and approval of this project. I�(1N-$TR 1L r•1•U1�,L,��MM�NTS; t I. 7,he ertclosc'd school fm fora, to be oompleted by the Chico Unified School District and the completed form returned to tliis Dftice. 2. The uiclosed parks fee form is to be completed by the Chicu Area Recreation and Park District and tilt completed forte ictunted to this otiice. >, Ple;ue provide a letter from tho project engineer stating that the foundation was designed in eccordlnee with the geoteelurioal investigation by LRA Engineering (Job Number 94091(1). ajj U(I L1RAl, CON MIENTS; 1. Please specil',y hangers required to connect buss A61) to the C3 girder truss and truss C3 to truss W. 2. Provide truss calculations for HI n. 3. "1'1)e truss package includes a truss H33A. This truss is trot shown on the miss layout. Please arnelalc. 4. Provide adequate support for die 6.4 kip 03 girder muss reaction at the garage/laundry wall. 5. Provide adequate support for the 8.7 kip and 5.2. kip R4 hiss reactions. 6. The ! : dia. bolts supporting the floor ledger shown on detail 2 on page 5 appear to be overstressed. Plense provide c•alculali(ms or revise. 7. Provide adequate support for the 6.3 kip 1)12 miss reaction at the office unwriot, wall, if you wish to diS0us6 any of these rcyuirenicuts, please cull (530) 538-7541 between the hours of 1:00 p.nt. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will ,answor your structural (IucStiuiis. 11Icasi: refer to ,your Data Sheet for remaining non -blain check items. (You received this form Wien you applied fur y(ipr permit.) "1'he coulter staff will answer nny questions concerning the Dula SliNcl. Russell 1110omficld Plans Examiner M Fr ink Tyukos, P.1::. `�?� k � Philo Hum. P.F._ Plan Check ringineer �L�: COPY 0 Ar. 04. 3 3G A 6 0 RESPONSE FOR PLAN CHECK LETTER DATED: • ���/�2- PLAN CHEC M RESPONSEBY: RESPONSE BY: LOCATION ON PLANS/CALCS: - COMMENT L PLAN CHECK, Ifi - RESPONSEBY: LOCATION ON PLANS/CALCS: COMMENTS: C O �(46 PLAN CHECK ITE RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: L/ O G sl/ UC. 7-oWeGo PLAN CHECK CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: C O �(46 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: -vA ec-) aAs✓ O v /! .G PLAN CHE7ITEM # RESPONSE BY:. LOCATION ON PLANS/CALCS: COMMENTS: - 3 3 "A Z'G ou PLAN CH CK ITEM #^ —L'TIl _ RESPONSE BY: LOCATION ON PLANS/CALCS:' COMMENTS: r. - h RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM RESPONSE BYt LOCATION ON PLANS/CALCS: COMMENTS: J PLAN CHECK ITEM # 7� RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: S - ,OCG ifo GoI J PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ICOMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: (PLAN CHECK ITEM # (RESPONSE BY: (LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: . COMMENTS: J 31 03 02:25p STEVE FERREiRR 530-899-8784 , 1p.3 1 LRA. ENGINEERING 3235 SUNRISE BLVD.. SUITE /5 RANCHO CORDOVA. CA 95742 PHONE: 916/631.4455 May 15, 1995 Job Number 95085G Mr. Ray Johnson, Jr. Fourteen Mile House, Inc. P.O. Box 1700 Chico, CA 95927 Subject: Humboldt Woodlands Unit 11, Phase 2 (Lots 17-32) Woodland Park Drive Butte County, California Geotechnical Investigation Dear Mr. Johnson: Per your request, we are pleased to transmit herewith the results of the Geotechnical Investigation performed for the proposed subdivision for single family residences to be located. on Woodland Park Drive, Butte County, California. The report presents the results of our field investigation, laboratory tests, and engineering analysis. The soil and foundation conditions are discussed and recommendations for the soil and foundation engineering aspects of the project are presented. The conclusions and recommendations are based upon applicable standards of our profession at the time this report has been prepared. Our findings indicate that the subject property is. suitable for the proposed project provided the recommendations contained in this report are carefully followed. Upon request, our office can provide the necessary observation and materials testing during the construction of this project. See Appendix. If you have any questions or require additional information, please contact our office at your convenience. Very truly yours, LRA ENGINEERING — r Ahmad Badie, C.E. PhD. Vice President AB:ab 3043\950650 S:.cilnrr,M Urcti 9/6/9299:67 Jlli.'tlJ!•GJW S'd"�� (wi �tJUNti7• ��! 17 FFAO April 12, 2004 Charles Gardemyer 23 Upper Lake Ct. Chico, Ca. 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 063-360-002-000 Building Permit Number: 04-0332 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. 1 The enclosed school fee form to be completed by the Chico Unified School District and the completed form returned to this office. 2. �Tlhh enclosed parks fee form is to be completed by the Chico Area Recreation and Park District and the pleted form returned to this office..'3 ase provide a letter from the project engineer stating that the foundation was designed in accordance with the geotechnical investigation by LRA Engineering (Job Number 94091G). ST CTURAL COMMENTS: lease specify hangers required to connect truss A6D to the C3 girder truss and truss C3 to truss D1. rovide truss calculations for HID. The truss package includes a truss H33A. This truss is not shown on the truss layout. Please correlate. Ovide adequate support for the 6.4 kip G3 girder truss reaction at the garage/laundry wall. �K.rovid t'�'e adequate support for the 8.7 kip and 5.2 kip R4 truss reactions. • . The %2 dia. bolts supporting the floor ledger shown on detail 2 on page 5 appear to be overstressed. ,rPlease provide calculations or revise. $/ Provide adequate support for the 6.3 kip D 12 truss reaction at the office exterior wall. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Frank Tyukos, P.E. 1 of 1 April 1, 2004 Charles Gardemyer 23 Upper Lake Ct. Chico, Ca. 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 063-360-002-000 Building Permit Number: 04-0332 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. The enclosed school fee form to be completed by the Chico Unified School District and the completed form returned to this office. 2. The enclosed parks fee form is to be completed by the Chico Area Recreation and Park District and the completed form returned to this office. 3. Please provide a letter from the project engineer stating foundation was designed based on the geotechnical investigation by LRA Engineering (Job Number 94091G): STRUCTURAL COMMENTS: 1. Please specify hanger supporting truss A6D at the girder C3 and truss C3 at truss D 1. 2. Provide truss calculations for HID. 3. Truss calculations show a truss H33A. This is not shown on the truss layout. Please correlate. 4. Please provide a point load foundation for truss G3 at the garage/laundry wall. 5. Please provide the same for truss R4 at bearing point 2. 6. Appears the %2 dia. Bolt supporting floor ledger is overstressed. Please provide calculations. 7. Please provide appoint load foundation for truss D12 at the office exterior wall If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Russell. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Russell Bloomfield Philo Hunt, P.E. 1 of 2 i AND WHEN RECORDED MAIL TO: 1 9 9 9— 0 0 2 8 3 8 9 BUTTE COUNTY BUILDING DIVISION/ Recorded I REC FEE 7.00 7 COUNTY CENTER DRIVE Official Records I CONFORM .00 OROVILLE, CA 95965 Count y Of BU CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I. Assistant I Nikki 09:05AM 02 -Jul -1999 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to �' conveniences 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: Lin 2.As 5141)wN ON THAT CE127AiN MAP F.�UTITLED it FOURTMU Miu Hou-sic ukii7 i- MASE i� FILED IN TI -JE OFF►cE Of THE CouNTV 1ZEc0RDe12 op, BUTTE CDuNTY CAI_IPWAhAl ON SEPTEMBER lS 1999 /A) f3oor 135 dF t`1AP AT PAGES 3D T'Nf?U 3S, Date C� -30--PROPERTY OWNERS: State of California County of 13u7TC On wm. • .0 mm c . • IV'? before me, personally appeared d S r i - _personally known to me (or proved to me on the basis of satin dory evidence) to be the person(s) Aose name(s) iRLfWsubscribed to the within instrument and acknowledged to me that -he/ try executed the same in-his/he( tbe'r authorized capacities), and that by hi#lher hei? signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature 1 Seal: 99 Julie Skrivanich ; V Comm. 0112433/ ^^ NOTARYPUYLIC CALIFORNIAy, BUTTE COUNTY 0 A.P. # 2 f _ A � �+ ,, Comm Exp Jan 24 2001 3(� BOB MANGRUM ENERGY CONSULTANT 530-876-9616 VAKADISE MECHANICAL DESXGN Title 24 Residential :- Title 24 Commercial Lic. 11518627 TITLE 24 SUMMARY JOB NAME:,�,QQ��,E H.E.R.S. VERIFICATION RE, DUIRED YES NO INSULATION: ATTIC = WALL = FLOOR = /2- / 9 SLAB = 5655 ALMOND ST.RDi✓T PARADISE*.CA 95969 530-977-3979 FAX 0 FENESTRATION: Sid 0b AP_b Amb z_o vj E_��— W I N yL "U" VALUE SHGC SHADING HVAC SYSTEM: GPA Wt- SpA Ce- 6U 67-wot2l< SQUARE FOOTAGE zlzlO g HEATING btu's = '�67'3 IISPF AFUE: g� COOLING Btu's = S/ZS�: SEER: WATER HEATING SYSTEM: GAL. STORAGE GAS = �© ENERGY FACTOR O , G. Z GAS INSTANT = RADIANT ROOF: YES: NO: ✓' HOUSE WRAP: YES: NO: COUNTY OF BUTTE 1 Oroville, California GENERAL CLAIM CLAIMANT: GUS & BRENDA BURGOYNE ADDRESS: PO BOX 2223 CITY & STATE: CHICO, CA 95927-2223 DATE OF CLAIM: 12/16/99 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERV/CES IMPORTANT. - SEE INSTRUCTIONS ON REVERSE SIDE )ATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER DECIDED - #273715, DATED 6/24/99, OWNER: GUS & BRENDA BURGOYNE.) TOTAL AMOUNT PAID $2,351.80 RETAIN REFUND PROCESSING FEE $ 25.00 RETAIN BUILDING PERMIT FILING FEE RETAIN PLUMBING PERMIT FILING FEE $ 20.00 RETAIN MECHANICAL PERMIT FILING FEE $ 20.00 RPTATN 119 14R PT AN C1,117rKTUrZ PPP Z' 22 00 RETAIN SRA PLAN CHECKING FEE $ 43.00 TOTAL AMOUNT TO BE RETAINED $ 171.00 TOTAL AMOUNT TO BE REFUNDED $2,180.80 TOTAL $2,180. 80• the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true A correct as stated. �l_ t'�"/j9Eq, at (� N l C.0 ,Calif. day of ,ted this 1 Signature of Claimant the undersigned, hereby certify that, to the best of my knowledge, the services or articles +at there is a Budget Appropriation ( I or Specific Board Approval ( II (Check one) for the s ated this �J day of IIA "at 0/nW 111&4 ,Calif. above have been performed or delivered and r� nent Head or Authorized Deputy ept. Code 440-002 Exp. Code 4210500 PAYABLE FROM (..ON4TRJlrTTnm PFRMTT,e FUND apt. Code Exp. Code PAYABLE FROM FUN 'pt Code Exo. Code PAYABLE FROM FUN DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. I PROJ. I SUB. OBJ. I CLAIM NO. I INV. NO. I INV. DATE I ENCUMB. I GROSS AMT. December 16, 1999 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE * OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Gus & Brenda Burgoyne RE: Request for refund PO Box 2223 (A.P. #063-360-002) Chico, CA 95927-2223 Dear Mr. & Mrs. Burgoyne: Your request for a refund was received by our office. Please find attached a general claim form ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, NECIgel C. er, Building Inspection MCV:aam attachment -` ���°'� t�, - LAND OF utte Count NATURAL WEALTH AND BEAUTY December 16, 1999 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE * OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Gus & Brenda Burgoyne RE: Request for refund PO Box 2223 (A.P. #063-360-002) Chico, CA 95927-2223 Dear Mr. & Mrs. Burgoyne: Your request for a refund was received by our office. Please find attached a general claim form ready for signature. Please sign only where indicated and return to this office so that we may process your refund. Should you have any questions concerning this matter, please contact Alice Mefford of this office at (530)538-7541. Yours very truly, NECIgel C. er, Building Inspection MCV:aam attachment FOR BUILDING DIVISION USE. Receipt Information: , Number-''--.-• 07. Date: Issued To: Amount: 'v i Fees RRetained: v Processing Fee .I Bldg Filing Fee: L---PIbg-Filing_ Fee:- lec Filing Fee: ,/Mech Filing Fee: Energy P/C Fee: Altl �0 Plan Check Fee Inspection'Fee: b, -'SRA Fee: 'P/C, Total Amount Retained TOTAL REFUND DUE S $ 1�71�OC� $ Do 'o L/ CLAIMANT'S NAME MAILING ADDRESS REFUND CLAIM APPLICATION r.�s + &hdA. &raccz © -Boy, ASSESSOR PARCEL #:f�3—�(„D�00� RECEIPT NUMBERS) Request a refund of fes paid on the aove receipt number(se following reasons: � for � s v �iillllll / 1 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 ( ) Please mail plans to me at above address. ( ) Please dispose of plans. SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVIC S - BUILDING DIVISION ;N�,,ounty Center Drive • Orbviile, California 95965 • Telephone (530) 538-7541 PERMIT N0. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER _ / —36 0 -D ZONINdq Vq. BUILDING PERMIT OWNER 1�Ja' G TELEA — 3q SO. FT. OCC. BUILDING VALUATION CONTRACTOR'S NAME 0 KIU TELEPHONE P CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER . Fireplace LENDER'S MAILING ADDRESS - Total Valuation is a . ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAKING ADDRESS Plan -Checking Fee $ SUILOINGADDRESS 11S103LIDA 16411d Energy Plan Checking Fee $ li -nE.AP51 PERMIT FEE S -LOTNO. SUBONISION5NAME PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF A Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15--00 Each gas water heater or vent 15.00 5-&0 TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: `S Gas piping system 1 - 5 outlets 15.00 S Building sewer 15.00 f Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 EOOV OR LESS Main Service p0A OR LESS 23.00 - � O V l ` �JI` ✓HAZ. Main Service 200A TO 1000A 46.00 NEW CONST. ( DWELLINGOCCUP. OR ADONS. & ACC. I DS. 3,5aS0.FTj1 . e (� NEW CONST, MULTI -OUTLET NON•RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. _ Ex. Occup. OUTLET OR FDLTURES 20 @ 1.00 BAL Q .50 Ex. Occup. OUTLEEDis RID,LNS °EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 Iffv PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Coolingo2 Hood 6.50 Ventilation .3 if,02 13 S7% PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ coNsr. TYPE T TAL FEE $ D. FEES IMP` FLOOD CDF ARCED D UE This permit is hereby issued under the ap a le provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date / PERMIT EXPIRES ON ! (Date) COUNTY OF`BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVI LE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER Rupeqalruc ASSESSOR PARC NUMBER: ( 3 3� - O © a Proposed B ' mg U l . 6Ux' Building Inspector: aWk,77 Date: 4 At time of permit application, I was advised the following data must be submitted prior to permit rocessing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans.---------------------------------------------------- 113. --------------------------------------------------.❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑5. gineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ergy Design Compliance and supporting documentation. ----------------------------------------------------- 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- 0 8. Hazardous Material Form. ------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $ -------------------- 9 1. Impact fees as shown on the attached schedule. [x'1'2. California Department of Forestry plan approv; 13. �Flood elevation certificate. -----------------------= ------ I4 Sanitation and plot plan approval (� Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------- ❑ 7. Planning approval for (A) Use: OAe 1 (B) Parking: 4 -- 8. 8. Contact Land Development about eimprovements, ❑ Drainage, i Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- 0 20. Pre -inspection for required Request to Building Inspector on 02 1. Contractor's license information. (Number, Name Style, Classification). ---- ------------------------- ❑22. Workers' Compensation carrier and policy number. --------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). ❑ Letter of signature authorization. ------------------------------ Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. -------------------------------- ❑27. Manufactured Home utility clearance. ----- 028. Existing violations and/or expired permits. 730. .❑433 A, ❑Grant Deed, ❑ M�.H)_Title, 13Check to H.C.D $ Other: e i 6e e/^ e`!-fe{i' (_'DAC eP-✓l I ill- . 0& (Date) len you issue the permit, process as follows ❑ Mail to owner, ❑Mail, t c ntractor. Telephone 2 and hold for pickup at O office. ❑ Deliver with inspector. -211 n ApplicanJo Date: Z� - 7 %� Copy of Haz-Mat form sent ❑Health Department, ❑Fire Department, ❑llu 'fin --Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Oka)07- 26vr5--9V6 A/6. Contractor, designer, owner, was advised of the above required data by ephone, ❑ mail, ❑ Building Division counter, by Dat . Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, 13 mail' ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 0 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF. FEES DUE OWNER v t PROPOSED BUILDING USE 5F 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ * 2.' SCHOOL DISTRICT FEES �,�t( ( C� . / (paid at District Office) _ r/ 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ truntts Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) i3t 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. DATE4Q 4, RECEIPT # DATE REC �Z�32-15 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 e 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) . l+^ �•'�"..rr�l...^•....4. ..,,w- ,��.TJ,h , t ....Y,. ti. _.. r�l� c, .,.fes .`-,:-: COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541c', SCHEDULE OF FEES DUE OWNER A.P. # PROPOSED BUILDING USE S J'i' DATE tQ1p2 4/ /4�, RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES v (paid at District Office) x' 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ t Units Commercial (sq.ft.)... x $0.03 = $tm*- 17 ""-�--T-_ _ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = .$ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) " 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) o% /3� i S� G q q9 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) OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your Please complete and return this information at your earliest opportunity to avoid Inmecessary MW in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the major labor and materials for construction of the proppsed.. property improvement: YES OL NO O .�4 2. I HAVE P HAVE NOT O signed an application for a building permit for the proposed ,rr 01 I have contracted with the following person (firm) to provide the proposed construction; a, NAME'- ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. - 4. Irovide to an l p p portions of this :work, but I have hired the -following person to G .• supervise, and provide the major work: IT NAME: ADDRESS: CIl'Y: 7 - PHONE: CONTRACTOR'S LICENSE NO. ' S. I will provide some of the work but I have contracted (hired) the following persons to prpvide the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: �--� PROPERTYOWNER: SOCIAL SECURITY NUM 3E % DATE: -Z _?2 NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of tha California Health and Safety Code. This verification must be completed Md returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORMATION --1 Dear Property Owner: An applicarion for a building permit has been submitted in your name listing yourself as the builder of property . improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party oflecord on such a permit -Building permits are not required to be signed by property owners unless they are personally perfoctuing their own work. If your work is being performed by someone other than yourself, you may protect yourself liom 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 bufiness 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 5300 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;taze- workers compensation insurance, disability insurance colts, and unemployment compensation contributions. J. Y: ♦ There may be financial risks for you if you do not carry out these obligations, andthese risks are espec611iserious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Servlpq(aad, if you wish, the U.S. Small Business Administration). For more specific information about your obligations tinder 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 contactors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under"li_mited 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 contraggrs may be obtained by contracting the Contactors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814.- Please 5814.Please complete the "Owner Builder Verification" �n 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. i rely, Mic el C. Vi ira, C.B.O. M ger, Building Inspection NOTE: This Nner-Builder•lnformation is required by Section 19830 of the California Healdr and Safety Code- OVER oda OVER r • LAND DEVELOPMENT OROVILLE / CHICO 99-1414 BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE' Building Pennit No. NAMEOWNERS' BURGOYNE NUMBER 063-360-002 PRINT LAST NAME FIRST 15103 WOODLAND PARK, MAGALIA ADDRESS / LOCATION:' COUNTY ZONING i ' DESIGNATION: ��%� FLOOD MAP: FLOOD ZONE: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: s. 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: MAP INFORMATION: A/f� / vt/fe Z ,PST DATE OF RECORDING: LOT 2 BOOK PAGE W J� COMPLIANCE WITH OLDS DIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): _YES' ' NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct 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 DIVISION 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. yq. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect 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. 3 0 -3 P:: -Or C�N T1 ._ 11. 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 11 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. AIG 1N3Wd013A30 aff l 3WIS :10 uNnoo 66610 C N n r LD 6198 ®3AI33321 FORMS\BLDG PERMIT CLEARANCE CA) � t (S �2 �_Df) 0 S BUILDING PERMIT { SITE PLAN CHECKLIST APN: ©�'� �— �' Building Permit No.: Proposed Use: SFD 0 MH 0 Res. Accessory 0 Ag. Bldg. 0 Commercial Q lndustriat Q Other. Zone District: I> 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: 2<— 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 Q Side, street Rear Height Parcel in Land Conservation Agreement? No: X Yes: , Check Use Parcel in North Chico Specific Plan? No: -2'< Yes: , Check NCSP Zoning Parcel in Floodplain? No: � Yes: , Zone: Panel No.: Parcel in Enterprise Zone? No: -,-->< Yes: , Check Use Commercial/Industrial Uses Parking Requirements: OK as shown Other. Landscaping Requirements: OK as shown Other Comments: O I� Reviewed Bv: `e Date:. -) - � S_Q5 WIN CHECK SPECIAL CONDrMNS WHICH APPLY TO PARCEL: UNLESS OTHERWISE NOT _A, —1. 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 tress which are io 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 Brom the ttunit 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 atter the completion of construction in order to continue to protect the oak trues, but tie fencing duO 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 $2,300. _5. Prior to any clearing, grading and/or construction in a Federal or State identified 100 year floodplain and/or streambed the following entidkments 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. —7. Pay water tender fees in the amount of $200 to Battalion Number of the Butte County Fire DepartMent. —8. 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 tit: Game at 916-355-7010. _ 10. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of 5750 as stated in the Oroville Area Traffic Mitigation Fee Agreement, Payment to be mads to Nie Planning Division, - _ 11. Provide information showing that proposed construction will mitigate exterior sound levels to a 45 dB interior level. —12. _ 13. —14. K.IBLDCC:H4 FRM I TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Y f7o�fiso Attuclyd �' Flow flow A Sant to B.G. , Owner Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public X Private Well Clearance for . . Other 3 Zc/,,z, iz2= Held final for: Final clearance O.K. for:_ - NOTE:.. -7— 4, - g fi ., _.... EwAmmentaIl Hea th SpeciaEst 6/96 L�d , 0 J U L 6 1353 �.' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, Califcrnia 95965 - Telephone (530) 538-7541 PERMIT NO. g9-- Z. /� (Rev. 12/96) APPLICATION AND PERMIT qel ASSESSOR PARCEL NUMBER / ? O ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION c OW 5 ADORESS .1 C D /�-7 /l CP CONTRACTOR'S NAME TELEPHONE oZ r CONTRACTORS MATING ADDRESS CONSTRucnoN LENDER ' Fireplace LENDER'S MAILING ADDRESS Total Valuatlon s ARCHITECT OR ENGINEER LICENSE NO. Filing Fee S 20. o Permit Fee $ 1 Don. ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1 O3 [c7 i Energy Plan Checking Fee $ S j► 1. PERMIT FEE S LOT NO. SUBDNISIONSNAME PARCE MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFA,Duplex ❑ Mobilehome ❑ Other SPECWY Each Trap r 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 . LO Each gas water heater or vent 15.00 ITLO TYPE OF WORK New 91Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3�S Gas piping system 1 - 5 outlets 15-00 5 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Feel 20.00 OOOV OR Main Service zowoRLESLEsSs 23.00 - --- - - Main Service xow TO I000A 46.00 NEW CONST. DWELLING OCCUP. 5¢so. OR ADONS. ( a ACC. BLOB. 3.FT. "1 c NEW CONS TLET NON-RESID. MULTFOLJ@7.50 POWER APPAMTLS a SINGLE OUTIET CTR. i Ex. Occup. OUTLET oR FmREs 20 O I.00 SAL @ .50 Ex. Occup. DuTTE� Es o,oEA 5.00 Temporary Service 23.00 (� 0"-I031 S mowe mome t-aclnnes eu.uu Misc.- Wirinq 23.001 PERMIT FEE I _ MECHANICAL PERMIT Fling Fee 20.00 Heating -ro/ ` Z -a Cooling . G1 Hood 6.50 Z Ventilation 3 4,(-0 0 S -D PERMIT FEE I S Mobile Home Installation Fee $ Energy Inspection Fee $ �{ occ I CONST. TYPE TOTAL FEE $ HA2 I D. FEES I IMP I FLOOD I COF FIA.RCEL I Po I HD i SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By PERMIT EXPIRES ON Date CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under.authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. [ 1272.00 Maintenance of Defensible Space. To ensure continued maintenance -of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Drivewav Standards r\A 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-irteaa.nt structures which supple- ment the roadway bed er shoulders) shall provide unob- structed access to conventionaldrive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�] 1273.03 Grade. Not.to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to' those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [I? 1273.05 Turnarounds. If required, will have a minimum turning\ radius of 40 feet from the center of the road. `TJ 1273.05 Turnouts. Shall be a minimum of'10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length,. Page 1 of 1 -'/ AP # PERMIT # N [] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of,the driveway. Where a driveway exceeds 800 feet, -turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in'length and shall be within 50 feet of the.building. 1273.11 Gates [�l 1. Gate entrances shall.be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway.. [ ) 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall'be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [k] 1. All par�:els'i acre and larger shall provide a mini- mum.30 foot setback for buildings and accessory buildings from ull property lines and/or the center of the road. C ) 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [ 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuel's caused by site development and construction, road.and driveway construction and fuel modification shall ba completed prior to completion of road construction �r fi:ial inspection of a building permit. Page 2 of '•3 --3L -62- � q -/'-f �z o yA-14- b u s AP # PERMIT # NAME other Reauirements [ ] if Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet. Choose any.3 of the following: Metal or no doors on side toward property line with insuffi- cient setback Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D - Glass area not, to exceed 110% of wall area toward property line with insufficient setback Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire. Department approved materials. �9 a narP Signature Page 3 of 3 �v —9 -3p -7/ y` i CDF FIRE SAFE REQUIREMENTS/ AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be'superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building. Department for compliance. [ 1272.00 Maintenance of Defensible -Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by.the land owner. Driveway Standards [Y 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparte-aant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet. radius; 2 feet. to' those from 100-200 feet. 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 �[ feet. [(� 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts: Shall.be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. (�3 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page i of . 3- , AP. # PERMIT # NAME 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 feet in length, shall provide a turnout -near the midpoint of the driveway. Where a driveway exceeds 800 feet,.turnouts shall be provided no more than 400 feet apart. tl`] 1273.10 Turnaround. A turnaround shall be provided at all building sites- on driveways over 300 feet in -length and shall be within 50 feet of the.building. 1273.11 Gates [�l 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3.. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [X] 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than lucre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. [V(10 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi.ial inspection,lof a building permit. Page 2 of 3 -6z AP # �qI �oyI bus PERMIT # NAM Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet. Choose any 3 of the following: - Metal or no doors on.side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not,to exceed _0% of wall area toward property line with insufficient setback Siding from the following list: Stucco 3 coat Hardi-Board or Plank . Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3� I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95968 •Telephone (530) 538-754�/l_ /�n_ (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMB 2_ ? O� /� ZONIN BUILDING PERMIT OWNER✓//►.K/)� v SO. C. I NG VALU TI CONTRAC ORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS k Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ BUILDING AD Energy Plan Checking Fee $ c;? - -3- $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Each Trap l 7.00 ' Solar or heat pump water heater 23.00 Water piping 15.00 S SF Me'/Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 S' TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 NewAddition ❑ Remodel ❑ L>bli6es ❑+n Ilayiw ❑ Other ❑ Buildingsewer 15.00 / Describe Work: Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service .00.0'0. OR V OR LESS 23.00 Z LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class � Lic. No. '� � (�,� Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BUDS. 3.5Q�SO. I., R-,- ' MULTI -OUTLET @7.50 owER APPARATUS 8 PSINGLE OUT.CIR. �(, OCCU OUTLET OR FIXTURES zo @ ,.00 BAIL @ .so � OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, Ex. Occup. ouTLEEDTSA AEID.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 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 Misc. Wiring 23.00 to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason PERMIT FEE S WORKERS' COMPENSATION DECLARATION MECHANICAL PERMIT Fling Fee 20.00 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 Heating Coolingl S Q - Hood 6.50 S 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: Ventil tion 4 S PERMIT FEE $ Carrier Policy Number Mobile Home Installation Fee $ (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' laws of California, and agree that f I should become subject to the�, Energy Inspection F e $ Occ CONST. TYPE TOTAL FEE $ III HAZ. D. F IM Fzi?/ P CEL HD ISsucompensation workers' compensation provisions of section 3700 of the Labor Code, I shall phis permit is her by issued under the applicable provisions pl.�cwitt�hose provisions. /J �fO5o �f th Butte Cou ty Code and/or Resolutions to do work Date 1-'�p_�L� Signature of Applicant - A Owner ❑ ntractor ❑ Agent ca ve r Yvhich fees have been paid. An OSHA permit is required for ex vations ov and demolition or construction of structure=st hei Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -I E TOR GOL ENROD-APPLICANT 1 / PERMIT EXPIRES ON y os (Dale) Feb 01 02 08:13a 1' 1�Aqvo(hy sa 31(ua� I D COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-75 1 D BAIT NO. Rev.12/9 i APPLICATION AND PERMIT 7 po�C ASSESSOR PARCEL NUMBER /ti p /G D�� zowNGPU BUILDING PERMI�VALUA�TION owNER 3 T ONE -- - —' SO FT OCCVA/. BUILDING MAUNG ADDRESS U:NDER'S MAILNG ADDRESS ARCHrrECT OR ENGINEER I UCENSE NO. //ARCHTECT OR BUILDWG AODf _F_b_V � � lao �A uc- HCH v S is A � r G LOTNO. SUBONISIONS NAME P CEL MAP / 2 )`�5 -3 3� q-is-� USEOFSTR CTURE SF L9/Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation O Other ryry❑ Describe Work: 4/&me 5'N 01.x.7 L o tit `L DASD 'f" -O 2 5 6rD '�_ 1► PLa ; x OS S� S f2z1 " PERAIT FEE PA10 SRA • SHERIFF OTHER AAIIOVW RECEZI/Eb "�cerrr wuNu� " TO " R!T IAfTO COMDR Receipt No. WHITE-D.O.S7.0. CANARyASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Fireplace a( W 53 /, ro Total Valuatloo $ Main Service a0OVOR LESS 200A OR IESS 23.00 Filing Fee $ 200A TO 1000A 20.00 Permit Fee $ DWELLING OCCUP. 8 ACC. BLDS. // b 3.50,:. Plan Checkin Fee $ MULTI.OUTLET @7.501 Energy Plan Checking Fee $ HD ISSUE This permit is hereby issued under the applicable p'r6visidns •- of the Butte County Code and/or Resolutions to do work i Indicated above for which fees have been -paid. PERMIT FEE $ PERMIT EXPIRES ON PLUMBING PERMIT I Filing Fee 20.00 Each Trap 7.00 02� Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets I 1S.00 Building sewer 15.00 Mobile Home I S I G W (9?20.00 PERMIT FEE $ ovn.ET OR FD(TUREs ELECTRICAL PERMIT Filing Feel 20.00 FIXED APPS.OR oUn.em ESID. EA Main Service a0OVOR LESS 200A OR IESS 23.00 23.00 Main Service 200A TO 1000A 46.00 Energy Inspection Fee $ NCW CO -Y OR ADDNS. DWELLING OCCUP. 8 ACC. BLDS. // b 3.50,:. t NtW COS HON•RES10. MULTI.OUTLET @7.501 OD Ex. Occup. ovn.ET OR FD(TUREs 20 ® L" eAL 0 W F,[. OCCU FIXED APPS.OR oUn.em ESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc, Wiring Energy Inspection Fee $ 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 1 20,00 1'1000 6,50' ventilation v I PERMIT FEE S y Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TMs. TOT L FEE $ RAI- 0. K!$ MP OD C05,q HD ISSUE This permit is hereby issued under the applicable p'r6visidns •- of the Butte County Code and/or Resolutions to do work i Indicated above for which fees have been -paid. By ....Date... .. _. __.... PERMIT EXPIRES ON - are --• I s., COUNTY OF BUTTE -DEPARTMENT. O§QtrVELpPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: Cle 62 ZY� ASSESSOR PARCEL NUMBER 00- - } 4w- Ol/ Proposed Building Use: /V % / �C nter''Iechnician: Date: ` ��- Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans.- 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations./ / % 5 4. Engineered truss details and layouts in duplicate. No faxes! -«•- % 5. Letter from Engineer or Architect for truss design review. 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. �r>� ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and talcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ , 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. F' Sprinklers............................................................................................ ❑ 18. gricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑oils Report and/or Engineered Foundation required ........................................... ........ ❑ Erosion Control Plan Required........................................................................ ........ >I' ❑ (Nees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit.............................................................. 23. California Department of Forestry plan approval ❑ paid. Sent by: /�5............ - 24. Planning approval (A) Use: Q>K. (B)Parking: (C) Parcel Check: -2_-)q-0q ❑ 25. Contact Land Development about -Improvements, -Drainage ......................... ❑ 26. NPDES Form............................................................................................. _ ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... _ ❑ 28. Pre -Inspection for required....... _ ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... _ ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... _ ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... _ ❑ �2,,, Letter of Signature authorization.................................................................... _ ❑ 3 ' Recorded copy of Agricultural Acknowledgment Statement ................................. _ ❑ 34. Manufactured home utility clearance............................................................... _ ❑ 35. Existing violations and/or expired permits......................................................... _ ❑ 36. Deed Restriction......................................................................................... _ ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: When issued Telephone IX 3 - and hold for pickup. 5�",Y 1. Index permit applica 2. Additional items reqs Contractor, designer< Contractor, design< Plans reviewed by: Structural reviewed by: Note transfer by: yA31D" ,1 r enow: aunomg urvision Q} t-4LK pl" ✓r /e0e, ,z -,o ev3?aee/ E . Se A1LY Plot Wen Attechad Roar Wan Attache Seem to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal t/ Water Supply: Public Private Well Clearance for dwelling. Other Hold final fo ,. ma clearance O.K. for: NOTE: Environmental Health Specialist n J Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES — BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER CA G�G� WG� P ROSED BUILDING USE r 41175 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) . SHERIFF FEES (paid at Building Division) Residential............ / X $360.00 =$� Units Commercial (sq. ftg.)..... X $9.03 = $ Sq.Ftg. 4. URBAN AREA FEES A.P. #6Z6 o - DATE RECEIPT # ATE REC. (paid at Building Division) Residential (per unit)..... X = $ # Units Amt. Cercial (Sq. Ftg.).... X =$ Sq. Ftg. Amt. f 5.:RECREATION DISTRICT FEES 'el' / (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) v 7.RA FIRE IRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER 1 -?p e At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changedduxii g the planrhP� process. Pursuant to Government Code Section 66020, you are hereby notified try have 90 days from the date of approval of the project or from the impositi protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner DATE —Q items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You t*<the above mentioned items during which you may protest. The requirements for a (rev. 2/2003) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District (^ 1 C L� Building Department No. A.P. Number N (tel' Jurisdiction: City County Property Owner G y 4 3 3'2 - Property Location/Address WO 0 J/d ~e-1 �dC i K ! (/l� f"',4 /e d 'f' 1241-W- N Subdivision res µ r A<-c.,v Lot No. Z — Residential Development Q Q Q Sq. Footage 7 d No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit # *(No foundation inspection) s............................................................................................... _ .... Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial New Addition Building Department Representative District Identification No. 040 0 Nzo School District certifies that (Street (City) has complied with the requirements of Resolution No. representing 6 square feet. School District Representative Paid by Check #,, Remarks: Sq. Footage (Including Exterior ------ - 'r Roofed Areas) V -1-0q Date d&4 �M , -&6/z�� W (Applicant) (Phone Number) (moi c L> (Zip IF -5 C/ � by payment of $ 74?3. • T 2926 $ FULL MITIGATION $ AZ214 Date Nbtkee: You may Probst the Imposition of the foss IdenUffi d above by subn*dng a written protest to the District, In compliance with Goverment Cods Section 66020(a), wWn 90 days from the dab fees we paid. Fallum to submit a dmeiy written protest will protYbk yeu from challenglnp the Imposition of the fees M any court aetlon. K. subsequent to the School District Represen atlw signbrg Oris Butte County Schools lrii; eet Fee Certiftellon Form, the Su,oa District Is nWftd by the applicable Local Planning Agency that this project Is being rwiewod under the California Environmental Quality Ad (CEQ4 this project may be subject to additional school fess to fully mlflgab.lte Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) teeform.ids (10/03)dmm BUTTE COUNTY PARRS DEVELOPMENT FBS CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number (s) 42 366 - OC -z- Property / a Property Owner C N eA f �{ g (94P -We -y" 4 r•/ Project Location/Address Subdivision f d iletf.*-' / ,,Le 1eWS f Lot Number (s ) Residential Development: (check one) I fNew Development _Alteration/Addition _Mobilehome(s) Total Number of" Dwelling .Units' QN '-V_ 4 _Non -Residential to Residential Commerit: '..,� ""i..r �_ •r. y -_ # 4 e ,f� -s . Building Departement Representative Date Ylr �Ank �k �k 9t tk Yr �t7k ik � yt tk yr it �k Yr tk �r k Yr Yeyt * Y�r Yc Yr yr Yr � � � yr Yr ttik * 9r yr tk �k it tk Yr yt �iryr �kYr7k tk rt Yc Yr Yt �k �k tk 7k �t yt yr�r tk �k Mr �Ar�r �AnAnAr yt aAr Chico Area Recreation and Park District(CARD) certifies that 53 3.4 s..'5'3s 5 (Applicant Name) (Phone Number) (Street Address) CL,�,, C.� 9 SS' Z?5 (City) (State) (Zip Code) has complted with the requirements of Butte Co. Resolution No. 90-140 by a' ;.fpa-yment,,f.ox,�.,;<, dwel1i;ng-units. @ r$1-18 9.,for total„ payment :of CARD Representve PAID BY CHECK NO. REMARKS:, BANK NO. 96- 5 S q�A PAID BY CASH Date RECEIPT NO. w Cbz'p7/rpt 1-,896 10.5 -AM rai Distribution: White --Applicant Yellow --Butte Co. Building Dept.'lu",�C Pink --CARD Goldenrod --City of Chico Building Dept. park.fec (form revised 11/90) D.B.- I OWNER -BUILDER VERT FICATION 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 the major labor and materials for construction of the proposed property improvement: YES )� NO ❑ 2. I HAVE)q 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 constriction: NAME: C(o_s0- ADDRESS: 7 ?- v ADDRESS:7? c 9r�c��-1 C a.1� CGS- CITY: �' ► ��, �'� Z£3 PHONE:'5 A -sq,; S • CONTRACTOR'S LICENSE NO. --z—AnI3 . 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:_vi,�.< ADDRESS: CTTy; 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: DATE:_ NOTE: This Owner -Builder Y erification is required by Section 19831 and 19832 of the California Health and Safety Coda This verification must be completed and returned to our ojfwle before we are permitted to issue the perm& OVER OWNER BUIELDER INFORMATION Dear Property Owner. D.B.- I An application for a budding permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -budder" you are the responsible party of record on such a permit Building parm are not required to be signed by property owners unless they are personally perfomung their own work. If your work is being performed by someone other than yourself. you may protect yourself from possible liability if tisat 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: ♦ Ifyou employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is X300 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 sevabd obligations inchuiing state and federal income tax withholding; federal social security taxes, woticers compensation insurance, disability insurance costs, alad unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry o t these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific infibrmation about your obligations under Federal Law, contract the Internal Revenne 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 struchlre is intended for sale, property owners who are not licensed contractors are allowed too 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" budding permit; erroneously implying that the property owner is providing his or her own labor and material personally. Budding permits are not required to be signed by property owners unless they are performing their own work personally. Infzmation about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 id Street, Sacramento, CA. 95914. Please complete the "Owner Bmlder Ver ficafion" on the reverse side of this form so that we can confirm that you are aware of these matters. The budding permit will not be issued until the verification is retained. I 1 C. V' ira, C.B.O. Budding Inspection NOTE: ?Itis Owner -Builder L-iformadon is required by Seddon 19830 offloe California Health and Safety Codes OVER C A L C U L A T I O N S F O R CHARLES & DIANE GARDEMEYER RESIDENCE WOODLAND PARK DRIVE, LOT #2 FOREST RANCH, CA 95942 BRANT NIGHTINGALE i DESIGNS 6457 SKYWAY . PARADISE, CA 95969 ®� -033Z BUTTE COUNTY BUILDING DIVISION APPROVE®. */i2/ate P�. FLT Tl." E c OD -JIL 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 S T R U C T U R A L j C A L C U L A T I O N S F O R CHARLES & DIANE GARDEMEYER RESIDENCE WOODLAND PARK DRIVE, LOT #2 FOREST RANCH, CA 95942 BRANT NIGHTINGALE i DESIGNS 6457 SKYWAY . PARADISE, CA 95969 ®� -033Z BUTTE COUNTY BUILDING DIVISION APPROVE®. */i2/ate P�. FLT Tl." E c OD -JIL 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 CIVIL - STRUCTURAL BY:Z, DATE: D3 SHEET No. OF (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE. 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Z.�r = 2 ecp , �CQ° o - c . C/Y�)l ✓ GI,ve- �q K TD 3 261? _ �/Vp w ppw � 2 �� � 2.v�c. TIS f T P �/ 3 7L- SAC s ' FLU El1VMlJ EENONQ ounn�V�7V''uum2V LCUL�Li-L1 U 00HO CIVIL • STRUCTURAL BY: DATE:!&3— SHEET No. 14— OF Z/' (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. > r > 7z le- ,S, C, 'Af9 722 g-� 'v/Z;S'e ?t 7,1"7 -,f sr 6,d /Sc'rzs & 6, C, 722 vr- g FPO, - /. 3/ = 3, Z 3 K -f 3� ,�. �, Ta %`?s.s Q —,vim -� �'3/�Z , 0�' , — zs S,:ge CIVIL • STRUCTURAL BY: /5yr DATE: �`� SHEET No. 1 — OF el - (530) 872-0254 FAX (530) 872-9331 3DB''/ 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. 7x 71 Zr StF7 4zn 7rx17/f 3 r. ll%� �DZ.� /d'x ld t. D/d',� lDx z.� Z� � • �%` `e 117.e 0/Zic fK SIP-�.O/Vox Ze C. OlgxJ'�X M?7-r,01pe AO�<_T —Z-) FL 7 rf . �Z I¢ _ , //%•� C D�p,c �7�c lZ t•D/Z � �d'� f �'t. Olc�`'�clD�r/2 —/7 l/7 �OIZx ZZ,c Zf t-. P14Px/D,r l�� = j 03 Ile 73 F L T3 EMag V EERONQ CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 7) !� VAA A 134 /O /2 /O /a / BY: DATE: �3 SHEET No. — OF 2` CHECKED BY: DATE: JOB No. 0A 7r Z3g �6 9 /0// i. P, r BOTT> Z fr47W -�:' — y l%17 �� �.<3`� /D3,r6)��D f `7,e/�-�3�,� F, /�4/'? �'-' , '�� P" 7- Z'/,r es f` /O �!� - �i/v��-� /.vr ,� J -- eV9 - Zp, /It f cf�l� L )�jrt,i�l Y1L �i rp"- 0A 7r Z3g �6 9 /0// i. P, r BOTT> Z fr47W -�:' — y l%17 �� �.<3`� /D3,r6)��D f `7,e/�-�3�,� F, /�4/'? �'-' , '�� P" 7- Z'/,r es f` /O �!� - �i/v��-� /.vr ,� J -- eV9 - Zp, CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: 1::y7DATE: O� SHEET No. 1--f— ? OF CHECKED BY: DATE: JOB No. 3Dv'l Ira 3z TT/ Z— -, /Y 7.4. /3g 7�1- 7.5'/if' TIrl- 4 SHS- - 73 (g @ C ✓ r2z �IA2 717 EMONEEMORM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 SURUCTUUML BY: /LT DATE: �✓ SHEET No. ` OF �* CHECKED BY: DATE: JOB No. 30�/ T vss NCS s �D Tom. 369 C9 itJ� a 17-1D17? , //7'�Vl �2 D�Si3� dc�'L 'e 6�f2 g . //7� 19 = 31D'� ef�1s�c't�' Fe , //7 k /-7e- CIVIL • STRUCTURAL Jr t7— D,3—!Q Z� OF BY: DATE. SHEET No. (530) 872-0254 FAX (530) 872-9331 JWI 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. iruo s Cao 4l: -A" 1. s k ,qtr• — _ , 06'7 0¢ = Z f�er 4-1/ e� 2/ 30q'/ ROOF FRAMING NOTES 1. ALL TOP PLATE SPLICES WITH 4 -16d EACH SIDE ( CONVENTIONAL CONSTRUCTION) EXCEPT PROVIDE 6 -16d EACH SIDE OR LSTA18 STRAP @ LINES A & 2, 20 - 16d EACH SIDE OR ST6236 STRAP @ LINE 14. USE CONTINUOUS TOP PLATE (NO SPLICES) AT LINES G, H, K & L. 2. EAVE BLOCKINGS BETWEEN TRUSSES TO BE CONNECTED TO TOP PLATES WITH LS30 ANCHORS @ 48" o.c., UNLESS NOTED OTHERWISE (U.N.O.). 3. ROOF TRUSS LATERAL LOADINGS ( DRAG TRUSSES) : TRUSS "A61)" - 75#/ 1 @ TOP CHORD (T.C.) AND 3.30k @ BOTTOM CHORD (B.C.) HAT TRUSS "H1" - 75# / 1 @ TOP AND BOTTOM CHORDS TRUSS "133" - 70# / I @ T.C. AND 1.12k @ B.C. TRUSS "C3" - 80#/ 1 @ T.C. AND .96k @ B.C. TRUSS "D3" - 105# / 1 @ T.C. AND 4.83k @ B.C. HAT TRUSS "H9" - 105# / I @ TOP & BOTTOM CHORDS TRUSS "D5" - 90# / 1 @ T.0 AND 4.14k @ B.C. HAT TRUSS "H 121)" - 90# / 1 @ TOP & BOTTOM CHORDS TRUSS "D7" - 75#/ 1 @ T.0 AND 3.90k @ B.C. HAT TRUSS "H14" - 75# / 1 @ TOP & BOTTOM CHORDS TRUSS "DI I" - 120# / 1 @ T.C. AND 6.24k '@ B.C. HAT TRUSS "H18" - 120# / 1 @ TOP & BOTTOM CHORDS TRUSS "F5" - 140# / 1 @ T. C. AND 4.76k @ B.C. TRUSS "G3" - 40#/ 1 @ T.C. AND 1.36k @ B.C. TRUSS "JI1D" - 85#/ 1 @ T.C. AND 1.7k @ B.C. TRUSS "K1" - 40# / I @ T.C. AND 1.36k @ B.C. HAT TRUSS "H33D" - 40# / 1 @ TOP & BOTTOM CHORD TRUSS "R2" - 30# / 1 @ T.C. AND .78k,@ B.C. TRUSS "S3" - 70# / 1 @ T.C. AND 1.54k @ B.C. TRUSS BLOCKINGS "SWI" - 330# / 1 @ TOP & BOTTOM CHORDS TRUSS BLOCKINGS "SW2" - 130# / 1 @ TOP & BOTTOM CHORDS 4. TRUSS BOTTOM CHORD TO TOP PLATES WITH A35 ANCHORS ( SPACED EQUAL) : TRUSS "A61)" - 8 - A35 @ LINE M TRUSS "DI I" - 14 - A35 @ LINE G TRUSS "F5" - 11 -A35 @ LINE B TRUSS "JI ID" - 4 - A35 @ LINE 11 TRUSS BLOCKINGS "SWI" - 2 - A35 EACH TRUSS BLOCKINGS "SW2" - 1 - A35 EACH. CONNECT DRAG HAT TRUSSES TO MAIN DRAG TRUSSES W/ LTP4 @ 48" o.c. MAX., U.N.O. 5. CONNECT BOTTOM CHORD OF ALL OTHER DRAG TRUSSES TO TOP PLATES AND /OR BEAMS PER ROOF FRAMING PLAN. 6. ALL GABLE -END TRUSSES SHALL RECEIVE 3/8" OSB SHEATHING NAILED WITH 8d @ 6"/12". PROVIDE HORIZONTAL BLOCKINGS AS REQUIRED. TOE NAIL BOTTOM CHORD TO TOP PLATES WITH 16d @ 24" o.c., U.N.O. 7. ROOF SHEATHING OF 1/2" OSB OR PLYWOOD CDX WITH 8d @ 6" o.c. EDGES AND 12" o.c. FIELD. 8. PROVIDE EDGE NAILING (E.N.) OF ROOF SHEATHING TO TOP CHORDS OF ALL DRAG TRUSSES, TO TOP CHORD OF TRUSS BLOCKINGS, TO TOP CHORD GABLE END. TRUSSES AND TO 2 x 6 & 2 x 4 STRUTS @ LINES 9 & 10. FLIr EH29HEE-MMM CIVIL • STRUCTURAL T- j' (530) 872-0254 FAX (530) 872-9331 BY: DATE: D� SHEET No. 'S —1 OF// 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 OHECKED BY: DATE: JOB No. ���/ FLU EMMMEMM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: r&` DATE: O� SHEET No. —Z OF '21 OHECKED BY: DATE: JOB No. 34�e/ (awr) Q /V —� = 0 -Cr/ /C 7F - . X390 eve �LCAolt- 7, f% r =,93`39 =23' fz��,�s� 2p��3� le 376 r7)/l• 3, 7-? 2 7 3— a 4 y t 6 CIVIL • STRUCTURAL By. DATE: SHEET No. OF Z/ 872-0254 FAX (530) 872-9331 5790)CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. s (4��er) Qp � a ti l �� _ �•Q —. 3 _ r � 4 c� /lex G1"ae-/t-/ As M-1 ��Z _ 6<3� lK VZ/3 = 29I p3 3IP - 3-F o y , O /Zx 3 t . Dl� 2� f = .07� �,o� i = • ZdD'�/i GP�ALZ sx i O! Z �C Z f D� .cam l • J � r �! 1( �� r7.0,-, 0 2,-0f-, SgJ— _ • off'-� _ l�qp -- o y , O /Zx 3 t . Dl� 2� f = .07� �,o� i = • ZdD'�/i GP�ALZ sx i O! Z �C Z f D� .cam l • J � r �! 1( �� r7.0,-, 0 2,-0f-, G= LcT EMOMEEROM ��QMC��MQQ� C�La�M�Q�00O�J� CIVIL • STRUCTURAL BY: /P:Z-T DATE: 43 SHEET No. — OF 01 (530)872-0254 FAX (530)872-9331 �D�l 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. ve�z_s 62W'77) lie rp 4 2V— /fix g Z� % 7-. 1!5V —1 fZ�.4T� e ZZo�c.� 2—���vrfr L, iA�F 2 -- �� V1. 3 zcl— r G Q etJ _ Az "'4' ts Soc,1 � 3 i Lr Ur EM80MEEROme QVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 SUWVCTVWG= L BY: DATE: Ou SHEET No. ^" OF CHECKED BY: DATE: ?/r JOB No. soel / Z' 3 yr f— �Z� ` ,Daze 3 7/� . 03 — , 7 2. ;;V--, FZ'C A 7,P /:g'- _ , /07'L hc 33Z'`/° 332" /f �12 = 3? FZ 0 /jam _ .2�`�•/ fZ = �,lfl/,e ow 2 (%p e 09. 11�2 /Z- ?, /. 7. / = Ac- GIVIL • STRUCTURAL BY. BY: DATE: SHEET No.� — � 9 ,3 OF %j/' (530) 872-0254 FAX (530) 872-9331 _?Oe/ 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. L/�� // --- ew - �p' ?�- r 6-/x7. V/' /Z�V'n2 2-2." Q Z,3,r 3,C-;, a: ZQ / (/7- 9G -. 7. 6.2)/.? 2r - S, P/ 'C— p1,1D r/,? 0,e- r CIVIL •STRUCTURAL BY: 7L_T DATE: D`�' SHEET No. PS— OF V� (530) 872-0254 FAX (530) 872-9331 3D�/ 5790 CLARK ROAD. PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. G -A 7- - — /Z ! 6 "/Z�4 . rl 6 ZZ, 4 07z -w &� # r 77 Fx zx� ZDx / fV`e Olt-, 9 ' 2/ e8 �. 23 c FZ 'FLY EMMM EE'Rome CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 BY: DATE: r �" SHEET No. _ OF 2/ CHECKED BY: DATE: JOB No. Z, 4- - S7, 7TH �nT�-9oF2/ SHEAR WALL SCHEDULE - "DELTA" SYMBOL ON PLANS 1. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". I2" DIA. A. BOLTS @ 72" o.c. OR 2 - A. BOLTS MINIMUM. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A & D" BELOW. 2. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 67/12". 12" DIA. A. BOLTS @ 66" o.c.. OR 2 - A. BOLTS MINIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE ( KING) STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, D, E & F' BELOW. 3. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6"/12". SILL PLATE TO BLOCKINGS OR RIM JOIST WITH 16d @ 10" o.c. AND BLOCKINGS OR RIM JOIST TO FOUNDATION PLATE W/ A35 @ 28" o.c. 12" DIA. A. BOLTS @ 48" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "B, C, D, E & F' BELOW. 4. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 6/12". I2" DIA. A. BOLTS @ 36" o.c. OR 2 - A. BOLTS MINIMUM. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/' SSTB16 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, C & D" BELOW. 5. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 12" DIA. A. BOLTS @ 28" o.c. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A & D" BELOW. 6. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". 12" DIA. A. BOLTS @ 30" o.c. OR 2 - A. BOLTS MINIMUM. PHD2 HOLDOWN ON 2-2x EDGE STUDS W. SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, C, D, E & F' BELOW. 7. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 5" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 15" o.c. I2" DIA. A. -BOLTS @ 24" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A, B, C, D, E & F' BELOW. 8. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 4"/12". I2" DIA. A. BOLTS @ 30" o.c. OR 5/8" DIA. A. BOLTS @ 44" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB 16 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, D, E, F, G & H" BELOW. 9. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". 12" DIA. A. BOLTS @ 28" o.c. OR 5/8" DIA. A. BOLTS @ 42" o.c. PHD2 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, D, E, F, G, H & I" BELOW. 10. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 4 12" o.c. RIM JOIST OR BLOCKINGS TO TOP PLATES W/ A35 @ 12" o.c. 4-1/2" DIA. OR 3 - 5/8" DIA. A. BOLTS. PHD5 HOLDOWN ON 2 - 2x EDGE STUDS W/ SSTB20 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "B, D, E, F, G, H & I" BELOW. 11. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 3"/12". SILL PLATE TO RIM JOIST OR BLOCKINGS W/ 16d @ 4" o.c. RIM JOIST OR BLOCKINGS TO FOUNDATION PLATE W/ A35 @ ]0" o.c. 6-1/2" DIA. OR 4 - 5/8" DIA. A. BOLTS. PH65 HOLDOWN ON 4x EDGE STUDS W. SSTB206 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, B, C, D, E, F, G, H & P' BELOW. 12. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 2"/12". 5 - 12" DIA. OR 3 - 5/8" DIA. A. BOLTS. PHD5 HOLDOWN ON 2-2x STUDS W/ SSTB16 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, D, E, F, G, H & I" BELOW. 13. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 2"/12". 3 - 12" DIA. OR 2 - 5/8" DIA. A. BOLTS. PHD5 HOLDOWN ON 2 - 2x EDGE STUDS WITH SSTB20 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, C, D. E, F, G, H & I" BELOW. 14. 3/8" OSB OR PLYWOOD CDX WITH 8d @ 2"/12". 4 - 12" DIA. OR 3 - 5/8" DIA. A. BOLTS. PHD5 HOLDOWN ON 2 - 2x EDGE STUDS WITH SSTB20 A. BOLT TO FOOTING. WIDTH OF PANEL AS NOTED ON PLANS. SEE NOTES "A, C, D, E, F, G, H & I" BELOW. NOTES: A. CONTINUE WALL SHEATHING DOWN TO THE FOUNDATION PLATE. B. CONTINUE WALL SHEATHING DOWN TO THE SILL PLATE. C. CONTINUE WALL SHEATHING UNDER FRAMING OF INTERSECTING WALLS. D. ALL WASHERS SHALL BE 2" SQ. x 3/16" THICK. E. EXTENT A. BOLT OF HOLDOWN AS REQUIRED BY USING THREADED ROD & COUPLER NUT OF THE SAME DIA. AS THE SSTB. PROVIDE SOLID BLOCKING UNDER EDGE STUDS ALL - ALONG THE ROD. F. USE ONE SIZE GREATER SSTB A. BOLT WITH CONC. FOUND'S PLACED IN TWO POURS. G. USE 3x DOUGLAS FIR FRAMING ( MIN.) AT SHEATHING JOINTS ( SPLICES ). H. USE 3x P.T. HEM FIR ( MIN.) FOUNDATION PLATE. ALTERNATE TO 3x P.T. FOUNDATION PLATE -USE 2x P.T. PLATE AND DOUBLE THE NUMBER OF NOTED A. BOLTS. 1. WHERE 3" o.c. & 2" O.C. EDGE NAILING IS REQUIRED, NAILS SHALL BE STAGGERED. GENERAL STRUCTURAL NOTES DESIGN CRITERIA . 1. CODES AND STANDARDS: 2. GRAVITY LOADS: 3. LATERAL LOADS: 4. SOIL AND FOUNDATIONS: GENERAL NOTES 2001CBC 1993 AITC 1989 AISC 1995 ACI ROOF SNOW LOAD - 30 PSF FLOOR LIVE LOAD - 40 PSF SEISMIC - V = 2.5 Ca I W / R - ASD Z= 3, I=1.0, Ca=.36, R=5.5 WIND - P=CeCggsI MPH - 75, EXPOSURE - C GEOTECHNICAL INVESTIGATION BY LRA ENGINEERING SOIL PROFILE - Sd 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO STARTING OF CONSTRUCTION AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES WITH ANY WORK SO INVOLVED. 2. DETAILS OF CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS THOSE SHOWN FOR SIMILAR CONDITIONS. 3. DIMENSIONS SHOWN ON PLANS TO HAVE PREFERENCE OVER THE SCALE. 4. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE "CONSTRUCTION SAFETY ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA REQUIREMENTS, AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO NOT ACCEPT ANY' RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE TO COMPLY WITH THESE REQUIREMENTS. 5. ALL PHASES OF WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST APPLICABLE EDITION OF CALIFORNIA BUILDING CODE AND LOCAL ORDINANCES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN. AND CONSTRUCTION OF ALL FORMS, BRACINGS & SHORING REQUIRED. CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND BRACINGS OF ALL FRAMING UNTIL ALL ELEMENTS OF DESIGN HAVE THE PROJECT. BEEN INCORPORATED IN 7. CONSTRUCTION SHALL COMPLY WITH ALL SPECIFICATIONS NOTED ON PLANS, WITH ATTACHED ROOF TRUSS CALCULATIONS AND ENERGY CALCULATIONS., 1 8. THESE PLANS ARE NOT COMPLETE UNTIL STAMPED AND SIGNED BY THE DESIGN ENGINEER AND REVIEWED AND ACCEPTED BY THE LOCAL BUILDING OFFICIAL. FOUNDATIONS - 1. FOUNDATION DESIGN IS BASED ON GEOTECHNICAL INVESTIGATION BY LRA ENGINEERING JOB NO. 95085G. 2. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE MADE BY STEPS OF 12" MAX. HEIGHT & 36" MIN. WIDTH. CONTINUITY OF FOOTING REINFORCING SHALL BE MAINTAINED. 3. WHERE SITE CONDITION REQUIRE ENGINEERING FILL, .MATERIAL, PLACEMENT AND TESTING SHALL BE PROVIDED UNDER SUPERVISION OF THE GEOTECHNICAL ENGINEER 4. THE CONTRACTOR SHALL NOTIFY THE DESIGN ENGINEER ABOUT ANY CHANGES IN PLACEMENT OF FOUNDATIONS REQUIRED BY SITE CONDITIONS. REVISION TO, THE ORIGINAL DESIGN SHALL 'BE PROVIDED BY THE DESIGN ENGINEER TROUGH A WRITTEN AND SIGNED CHANGE ORDER WOOD 1. ALL SAWN STRUCTURAL MEMBERS AND THEIR FASTENING SHALL CONFORM TO CBC STANDARDS AND SHALL BE MINIMUM GRADES AS FOLLOWS: 2x & 4x MEMBERS - D. F. NO. 2 EXCEPT 2x4 STUDS & PLATES OF PARTITIONS, 2x BLOCKINGS - D.F. STUD GRADE MIN. 6x & LARGER - D.F. NO. 1 UNLESS NOTED OTHERWISE (U.N.O.) ON PLANS. 2. ALL GLULAMS SHALL CONFORM TO STANDARDS SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER AITC 117-93 AND SHALL BE OF. COMBINATION SYMBOL 24F -V4. BEAMS SHALL HAVE A STANDARD CAMBER OF 2000' RADIUS, U.N.O. ON PLANS. 3. LAMINATED VENEER LUMBER SHALL BE OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBG REPORT NO. ER -5718) OR 2.OE PARALLAM (PSL) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. PFC-5676P) OR APPROVED EQUAL. 4. ALL FLOOR JOISTS SHALL BE STRUCJOISTS (SJ) AS MANUFACTURED BY WILLAMETTE INDUSTRIES, INC. (ICBO REPORT NO. PFC-5719) OR TJI JOISTS (TJI) AS MANUFACTURED BY TRUS JOIST MacMILLAN (ICBG REPORT NO. PFC-5676P) OR APPROVED EQUAL. 5. ALL WOOD IN DIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM FIR OR FOUNDATION GRADE REDWOOD. 6. PLYWOOD SHEATHING SHALL CONFORM TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSB SHEATHING TO APA U.S. PRODUCT STANDARDS PS 2-92. SHEATHING SHALL BE PLACED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23 -II -H OF CBC - DIAGRAM CASE 1), U.N.O. 7. WOOD NAILING SHALL BE PROVIDED WITH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-B-1 OF CBC EXCEPT WHERE MORE SPECIFIC NAILING IS NOTED ON PLANS. EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. 8. WOOD TRUSSES USED IN ROOF FRAMING SHALL BE MANUFACTURED BY COMPANIES WITH ICBO ACCEPTANCE. THE DESIGN SHALL COMPLY TO LATERAL LOADING FOR SHEAR TRANSFER AS NOTED ON PLANS. 9. METAL CONNECTORS NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT -CONNECTORS AND APPROVED BY ICBO MAY BE USED. 10.ALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM A307 REQUIREMENTS FOR UNFINISHED BOLTS. 11.HOLES FOR MACHINE AND ANCHOR BOLTS SHALL BE BORED WITH A BIT OF 1/16" DIAMETER GREATER THAN THE NOMINAL DIAMETER OF THE BOLT. HOLES FOR LAG BOLTS SHALL BE* FIRST BORED TO THE BOLT NOMINAL DIAMETER TO THE DEPTH OF THE SHANK AND THE REST WITH BIT NO LARGER THAN THE ROOT OF THE THREAD. CONCRETE 1. THE ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 2500 PSI MINIMUM IN 28 DAYS. 2. CEMENT SHALL CONFORM TO ASTM C150 TYPE I OR HAND CONCRETE AGGREGATES TO ASTM C33. 3. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 40 EXCEPT WHEN NOTED OTHERWISE AND THE STEEL TO BE WELDED TO CONFORM TO REQUIREMENTS OF ASTM A706. 4. SPLICES IN CONTINUOUS REINFORCEMENT SHALL BE 30 BAR DIAMETERS OR 24" MIMMUM. SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 5'-0" APART. 5. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED 1 12 SPACES. 6. PROVIDE CONSTRUCTION JOINTS BY KEYWAYS OR ROUGHENED SURFACE TO 1/4" DEEP DEFORMATIONS. 7. REINFORCING, DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL.BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. 8. ANCHOR BOLTS SHALL BE UNFINISHED BOLTS CONFORMING TO ASTM A307 UNLESS NOTED OTHERWISE. 9. MAXIMUM FREE FALL OF CONCRETE MIX SHALL BE 4'-0". e r 4 S T R U C T U R A L C A' L C U L A T.I O N S F O R CONCRETE CANTILEVERE D .RETAINING WALLS (NO SUPERIMPOSED LOADS) BRANT NIGHTINGALE DESIGNS 6457 SKYWAY PARADISE, CA 95969 F L T ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 (530) 872-0254 SUBJECT: CONCRETE CANTILEVERED' RETAINING WALLS FLT EGINEERING 5790 CLARK ROAD BY: FLT DATE: 03/03 JOB NO: 3025 PARADISE, CA PROJECT: BRANT NIGHTINGALE DESIGNS SHEET I OF 12 6457 SKYWAY, PARADISE, CA 95969 DESIGN CRITERIA: FREE STANDING CONCRETE CANTILEVERED RETAINING WALL S. r CODE 2001 CBC SUPERIMPOSED LOADS: NONE CONCRETE WALLS: A..1 1'- 6" TO 3'- 0" HIGH - r. SHEETS 2 &• 3 A.2 3'- 1" TO 5'- 0" HIGH. - SHEETS 4 & 5 A.3 5'- 1" TO 7'-'0" HIGH - SHEETS 6 & 7 A.4 7'- 1" TO '8'- 6"' HIGH - SHEETS 8 & 9 A.5 8'- 7" TO 10'-0" HIGH - SHEETS . 10 & 11 CONSTRUCTION DETAIL - SHEET 12 MATERIALS: CONCRETE - ULTIMATE COMPRESSIVE STRENGTH , f = 2000 PSI @ 28 DAYS REINFORCING - ASTM A615, GRADE 40 R C -E 32434 Reg. ExpiresoQofESS/04q ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF 1.2 _ 31 - 2004 ��� Q�� L. TyG� Fye � O ALLOWABLE LATERAL BEARING PRESSURE - 200 PSF �No. 3243 N COEFFICIENT OF FRICTION - .35 lac Q f CA L�F�� NOTE: VERTICAL CONSTRUCTION ( EXPANSION) JOINTS IN -WALLS SHALL BE INSTALLED C�lf NOT FURTHER THAN 60' ( FEET) APART. A RIBBED WATER STOP AND / OR CAULKING COULD BE USED IN THE JOINT IF REQUIRED. r a PROJECT BRANT NIGHTINGALE / DE'S-IGNS JOB NO. 3 0 2 5 DATE 3./2003 CALC'S BY FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL,-DESIGN: ---------------------------------WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2 OF 1? GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PS,I): 2000 GRAVITY LOAD . - DEAD LOAD (KIP): 0 - LIVE LOAD (KIP) : 0 OVERALL HEIGHT OF THE. WALL - H ( FEET) :.. 3 — A.1 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3 THICKNESS OF WALL - TOP (INCHES): 8' - BOTTOM (INCHES): 8 COEFFICIENT - a 1.'46' TOTAL EARTH PRESSURE'- Fw (KIP): 0.14 MOMENT - Mw (FT -KIP): 0.14 AREA REINF. (IN^2) 'd'(IN) SIZE .& SPA (IN) ------------------------------------------------ 0.016 5.69 #5. @ 229.6 MIN. VERTICAL REINF. - .15 % (IN -2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2):-, .0.240 DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 @ 15 PROJECT.. BRANT NIGHTINGALE / DESIGNS JOB NO. 3025 DATE :.3/2003 CALCIS BY FLT FOOTING DESIGN: ---------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 3 OF /Z DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW.." -LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH.- HEEL (INCHES): 8 - TOE (INCHES)- 8 - FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 24. OVERTURNING FORCE - 'go (KIP): 0.24 OVERTURNING MOMENT - Mo (FT -KIP): 0•.32 TOTAL RESISTING WEIGHT - W (KIP): 0..80 RESISTING MOMENT.- Mr (FT -KIP): 0.93 OVERTURNING RATIO - SF 2.'92 NET MOMENT - Mn (FT -KIP): 0.61 ECCENTRICITY - e (FEET): 0.23 ECCENTRIC MOMENT --Me (FT -KIP): 0.19 FOOTING AREA - Af (FT -2): 2.00 SECTION MODULUS - S (FT^3): 0'.67 SOIL PRESSURES - DL ONLY - SPt (PSF): 680.00 < 1500 - SPh-(PSF): 120.00 > 0 SLIDING RESISTANCE - Fr (KIP): 0..38 > 0.24 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 0.39 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.14 AREA REINF. (IN -2) Idl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.011 8.69 #5 @ 344.9 DESIGN.°TOE REINF.:. #5 @ 24--.., �... FLT ENGINEERING PROJECT BRANT NIGHTINGALE / DES"IGNS 5790 CLARK ROAD JOB -NO. 3025 ' r. PARADISE, CA DATE 3./20'03. (916) 872-0254 CALCIS BY FLT SHEET 10' OF /Z SUBJECT: CONCRETE CANTILEVER RETAINING ---------------------------------- WALL . WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOILEQUIVALENT FLUID PRESSURE' (PSF) : 30 SURCHARGE (FEET): .0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): 0 - LIVE LOAD (KIP) : 0 OVERALL HEIGHT'OF THE WALL - H (FEET): 5 �• Z OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): .8 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.38 MOMENT - Mw (FT -KIP): r 0.63 AREA REINF. (IN -2) Idl (IN) SIZE.& SPA .(IN) . 0.075 5.69 #5 @ 49.6 MIN.. VERTICAL REINF. - .15 % (IN^2):. 0:144 MIN. HORIZONTAL'REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL: #5 @ 24 r HORIZONTAL: #5 @ 15 0 PROJECT BRANT NIGHTINGALE / DES!'GNS JOB NO: 3025 DATE 3/2003 CALL'S -BY FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE '(PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (PT -KIP) TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mri (FT -KIP): ECCENTRICITY - e -(FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT -3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF)- SLIDING PSF)-SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET jr- OF /2 100 150 1.5 2..5 1500 200 0.35 12 8 16 10 8 32 0.54 1.08 1.34 2.31 2.14 1:23 0.41 0.55 2.67 1.19 968.96 < 1500 34.16 > 0 0.80 > 0.54 EARTH PRESSURE @ TOE - Fv (KIP): 0.:98 MAX.. MOMENT @ TOE - Mt (FT -KIP): 0.72 AREA REINF. (IN -2) 'd!(IN) SIZE & SPA (IN) ---------------------------------------=-------- 0.057 8.69 #5 @ 65.5 DESIGN TOE REINF : #5 @ 24 FLT ENGINEERING PROJECT BRANT NIGHTINGALE / DES,T`GNS 5790 CLARK ROAD '' ° PARADISE , CA JOB NO. 3025 �...q�.��, ���` DATE - 3/2003 L, (916) 872-0254 CALC'S BY : FLT SHEET 9 OF /Z SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): 0 - LIVE LOAD (KIP): 0 OVERALL HEIGHT OF THE WALL - H (FEET): ' .7 OVERALL HEIGHT OF THE -SOIL - Hr (FEET): 7 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 0.74 MOMENT - Mw (FT -KIP): 1.72 AREA REINF. (IN^2) 'd' (IN) SIZE& SPA (.IN) -----------------------------------------='------ 0.206 5.69 #5 @ 18.1 MIN. VERTICAL REINF.-- .15 0 (IN -2): 0.144 MIN.. HORIZONTAL REINF. - .25 %._(IN^2): 0.240 DESIGN REINF. - VERTICAL: #5 @ 12• - HORIZONTAL: #5 @ 15 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5.5 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 5.5 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2. (KIP): 0.45 MOMENT @ Hw2 - Mw2 (FT -KIP): 0.83 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA ('IN) ------------------------------------------------ 0.100 5.69 #5 @ 37.3 - DESIGN REINF. - VERTICAL: #5 Q a 24 I PROJECT BRANT NIGHTINGALE/ DES-IGNS' JOB NO. 3025 a: DATE 3/2003 CALL'S BY : . FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET ? OF /Z FOOTING DESIGN: --------------- DENSITY. OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 = TOE (INCHES): 26 FOOTING KEY - DEPTH & WIDTH (INCHES): 20 - BACK TO.BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): 42 OVERTURNING FORCE - Fo (KIP): 0.96 OVERTURNING MOMENT - Mo (FT -KIP): 2.56 TOTAL RESISTING WEIGHT - W (KIP): 2.11 RESISTING MOMENT -'Mr (FT -KIP): 4.98 OVERTURNING RATIO - SF 1.95 NET MOMENT - Mn (FT -KIP): 2.42 ECCENTRICITY - e (FEET): 0.60 ECCENTRIC MOMENT - Me (FT -KIP): 1.27 FOOTING AREA - Af (FT^2) : 3.5.0 SECTION MODULUS - S (FT -3): 2.04 SOIL PRESSURES - DL ONLY - SPt (PSF): 1224.29 < 1500 - SPh (PSF): -19.52 > 0 SLIDING RESISTANCE - Fr (KIP): 1:45 > 0.96 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.82 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.27 AREA REINF. (IN"2) 'd'(IN) SIZE & SPA'(IN) ------------------------------------------------ 0-.178 8.69 #5 @ 20.8 DESIGN TOE REINF.: #5 @ 12 9 PROJECT BRANT NIGHTINGALE / DE -SIGNS JOB NO. 3025 DATE 3/2003 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL -- ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET P OF /2 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT -FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF.-(KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): 0 - LIVE LOAD (KIP) : 0 OVERALL HEIGHT OF THE WALL - H (FEET): 8.5 ,4,� OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8.5 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 1.08 MOMENT - Mw (FT-KIP7: 3.07 AREA REINF. (IN -2) 'd'(IN) SIZE & SPA (IN) ----------------------------------------- ------- 0.369 - 5.69 #5 @ 10.1 MIN. VERTICAL REINF. = .15 % (IN^2): 0.144 MIN. HORIZONTAL, REINF. - .25 % (IN -2): 0.240 DESIGN REINF. - VERTICAL: #5 .@ 8 - HORIZONTAL: #5 @ 15 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6 HEIGHT FROM TOP OF.THE SOIL - Hr2 (FEET): 6 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.54 MOMENT @ Hw2 - Mw2 (FT -KIP): 1.08 AREA REINF. (IN -2) 'd'(IN) SIZE & SPA (IN) ---------------- I-------------------------------- 0.130 5.69 #5 @ 28.7 DESIGN REINF. - VERTICAL: #5 @ 24 FLT ENGINEERING PROJECT BRANT NIGHTINGALE / DESIGNS 5790 CLARK ROAD JOB NO. 3 02 5 PARADISE, CA DATE 3/2003 (916) 872-0254 CALCIS BY FLT SHEET/ OF /2 FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO. -.MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL'BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT- Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 12 - TOE (INCHES) :- 32 FOOTING KEY - DEPTH & WIDTH (INCHES): 26 - BACK TO BACK OF WALL (INCHES): 12 TOTAL WIDTH OF FOOTING (INCHES): '' 52 OVERTURNING FORCE - Fo (KIP): 1.35 OVERTURNING MOMENT = Mo (FT -KIP): 4.29 TOTAL RESISTING WEIGHT - W (KIP): 3:-05 RESISTING MOMENT - Mr (FT -KIP): .8.80 OVERTURNING RATIO - SF 2.05 NET MOMENT - Mn (FT -KIP): 4:51 ECCENTRICITY -,e (FEET): 0.69 ECCENTRIC MOMENT— Me (FT -KIP): 2.10 FOOTING AREA - At (FT -2) : 4.33 SECTION MODULUS - S (FT^3): 3.13 SOIL PRESSURES - DL ONLY - SPt (PSF): 1376.83 < 1500 - SPh (PSF): 32.78 > 0 SLIDING RESISTANCE -.Fr (KIP): 2.07 > 1.35 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP..).: 2.57 MAX. MOMENT @ TOE - Mt (FT -KIP): 3.92 AREA REINF. (IN^2) Idl(IN) SIZE & SPA (IN)" 0.308 8.69 #5 @ 12.1 DESIGN TOE REINF.: #5 @ 8 PROJECT BRANT NIGHTINGALE / DESIGNS. JOB NO. 3025 DATE 3/2003 - CALCIS BY FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL - -------------- - ------- - - - - - - - - - -- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET):, ;. THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a TOTAL EARTH PRESSURE Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN -2) Idl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.600 5.69 #5 @ 6-:2 MIN. VERTICAL REINF. - .15 0 (IN^2): MIN. HORIZONTAL REINF. - .25 0 (IN -2): DESIGN REINF. - VERTICAL: #5 @ 6 - HORIZONTAL: #5 @ 15.. HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF..THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE.- Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) Idl(IN) SIZE & SPA (IN) ------------------------------------------------- 0.130 5.69 #5 @ 28'.7. DESIGN REINF. - VERTICAL: #5 @ 24 a LEVEL 30 0 40 2000 0 0 10 10 8 8 1.46 1.. 5 0. 5.00 0.144 0.240 6 6 8.00 0.54 1.08 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 167 OF /2 PROJECT BRANT NIGHTINGALE / DESIGNS JOB NO. 3025 ._ DATE 3./2003 CALC'S BY : FLT FOOTING DESIGN: --------------- , DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr.(FT-KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT -2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF:): - SPh (PSF): SLIDING RESISTANCE —Fr (KIP): FOOTING - TOE: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET // OF /2 100 150 1.5 2.5 1500 200 0.35 12 12 42 32 12 62 1.82 6.66 3.84 13..52 2.03 6..87 0.80 3.06 5.17 4.45 1430.21 < 1500 56.89 > 0 2.69'> 1.82 EARTH PRESSURE @ TOE - Fv (KIP): 3.38 MAX. MOMENT @ TO'E . - Mt (FT -KIP): 6.86 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) --------------------=--------------------------- . 0.539 8.69 #5 @ 6.9 DESIGN TOE REINF.: #5 @ 6 :/r --Z- T 3 03 C.4rvri1- tyCW COWC&C7-e �2 a,: _DATE ___ SUBJECT SHEET NO. OF -Ig _ �FTi4/N/.VG �4 G G CQ�/ST. Ch'KO. BY'—. D//��TE . .- --.-_-- -- J013 NO. — . HT/•Cil' E ,��5',t.;',!%S �ji��F1�/S'F Cry . 1`/t//SH G�'.4DE - L ErEL O R -C -E 32434 Reg. Expime 777 12--31 -20f4 y M QRpf ESSION� �F� 2 cG �,�,e- *L t COMP�CTC'D iC m - uJ o. 32 4. ^� -CIV1 "OF CALIF o NAM,e4l- G.eiiDE O.e co�vc. s.4.r8 I �O/r �- - --�-- - v� • v' .• t`/ - 8.45 CONT. CONC. 4eX • ,V ����,ecf ,ecv �) PCA/ 1106 w J aG � %S�i4GG fr7 / r /7 G I T M O/ M ~OG I � f ',S- -c- -L- PC y I Al 3' O �� 20� 8 ` le -- 8 41— X-2 SAO ` N it /Or ri /0` Z! 8v. N N a — A-3 7�Ov a gL A '71OI // # ea" /Ev 112" 32` ri rr ri S C 2 ¢ Ile a ,r NOTES .' /. SES/G�/ C.�/TFC/� PE.� C.4LCUG,q T/ONS Sf/FCT /. 30 A4,2 D1,od . ° TO CAYLIGHT /N 2 Ca,=r n 5� M M n. M OP Z.er4/N �OC,r/GN. fT, IF L� U MM OMMEMOM - 0P77OV,+4 60G42710h/S. 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 P -1 IC *Q ,�O� Olt I Z1.dl 1141-o" (P _�Oto 11 StIFAR \441.L 5CHrDLLF - -DELTA- SIM101. Q'I PLANS 3; " OS13 OR PLYWOOD IDX WITH .1 14 1-112-. 112- DIA A DOLTS @ 7-2-o Olt 2 - A, BOLTS MINIMUM WIDTH OF PANELS AS NOTED ON PLANS SEE NOTES 'A & D" BELOW. /N 3,1- OSB OR PLYWOOD CDX WITH Id 14 6-112-. 1/2' D:A. A. BOLTS A 64" * c. OF, 2 - k DOLTS M'NIMUM PHD2 HOLDOWN ON 2.2x EDGE (KNG) STUDS W/ SSTBI6 A SOLT TO FOOTING %�DTH OF PANELS AS NOTED ON PLANS. SEE NOTES "A. D. E A F" BELOW. C7 3 1" OSR OR PLY WOOD CDX WITH 14 @ 6"/12". SILL PLATE TO BLOCKINGS Olt RJM JOIST WITH I 6d g 10 -cc AND INLOCKINGS Olt RIM. JOIST TO FOUNDATION PLATE W� A35 0 211"o.c. A;T^L�, 1,7 DIA. A. BOLTS ,4 411" ex PHD2 HOEDOWN 014 2 -2x EDGE STUDS W1 S' TB16 A. I LT TO S 0 FOOTING. WIDTH OF PANEL AS NOTED ON PLANS SEE NOTES -S. C. D. E & F" BELOW. zz 3'" OSI OR PLYWOOD CDX WIT11 Sol (A 6-112-, 1-.- DIA. A. BOLTS 9 36"s c. Ok 2 - A, DOLTS MINIMUM PHD2 HOLDOWN ON 2 - 2. EDGE STUDS W/ SST516 A. SOLT TO FOOTING, NVI V1 PANEL AS NOTED ON PLANS SEE NOTES "A. C L D- NFLOW, DTH OF ?-ode, i , HOO 001!W 1 V QS3 OR PLYWOQD CDX WITH IJ Ci 4" 12" 17" DIA A BOLTS f4 ?4 Trk-1,Fv ry it V, 21- a C, WIDTH OF PANEL ON PLANS SEE NOTES 'A & D- BELOW (r 051 it PLYWOOD CDX WITH Sd 0 -/12-. 1-2- DIA A BOLTS 9 30' wc OR 21 -A. VOLTS Y& TING. WIDTH (� OF to PHD2 HOLDOWN ON 2-2x EDGE STUDS W. SSTV 16 A. BOLT TO FOO *A PANELS AS NOTED ON PLANS SEE NOTES 'A. C. D, E A F- BELOW. (Z 5-.c KIM JOIST OR BLOCKINGS TO TOP PLATES U7 A35 IS- a C 1,7 '-ZIA BOLTS I" I'D I HOLDOWN ON 2 .2x EDGE STUDS W1 SSTS 16 A, $OLT TO FOOTING It 0 '4" It, c. "ID. WIDTH OF 'A"ILLS AS NOTED ON PLANS SEE NOTFS "A. B. C. D, E A F- BELOW 34' OSB OR PLYWOOD CDX WITH 14 �R 4"112" 1/2" DIA. A BOLTS (a) Wo.c. OR 51- DIA VP H-415,04" A BOITS i� "" e c PHD2 HOEDOWN ON 2-2� EDGE STUDS W/ SST516 A. BOLT TO FOOTNG A6. T'f r. 0 -6, \4 ID TH OF PANEL AS NOTED ON PLANS SEE NOTES 'A. D, E. F. G A H" BELOW 1H I I" OSB OR PLYA OOD CDX WITH U @1 3-112" 1,7* DIA. A BOLTS C& 21" 9 c. OR I A BOLTS @ 41"s c PHDI HOEDOWN ON 2-2x EDGE STUDS %k'/ SSTW 16 & SOLT TO FOOTING -A to WIDTH OF PANF:. AS NOTED ON' PLANS. SEE NOTES "A, D, E. F. G. H & I" BELOW. It" OSB Olt PLYWOOD CDX WITH IS Ca 3-/12" SILL PLATE TO KIM JOIST Olt BLOCKIN.GS �hi i4kd 4 4 i -.".c. Kim joisr opt NLOCK17NGS TO TOP PLATES W/ A35 PL 12 -se. DtA 'J -A- — ----- OR 3 - 5 V DIA A BOLTS PHD5 HOLDO\kN ON 2 - 2x EDGE STUDS W! SST920 A BOLT TO (0 . FOOTING WIDT11 OF PANEL AS NOTED ON PLANS SEE NOTES -9. D, E, F. G, 11 A 1*1 BELOW -2 0 N V OSB OR PLYWOOD CDX WITH 94 @ 3-.12". SILL PLATE TO RIM JOIST OR BLoCKINGS W -T e;) Q� \3 &�" -V'LL. LITr `>4 64 f,4 -P 4-0,C. PUM JOIST Olt BLOCKINGS TO FOUNDATION PLATE W1 A35 tA 10"itc. It. 1�2" Dok 10050 Olt 4 - 51" DIA A. BOLTS. PHD3 HOLDOWN 014 4� EDGE STUDS W. SSTB206 A. BOLT TO dI FOOTING, WIDTH OF PANEL AS NOTED ON PLANS SEE NOTES -A, S. C, D. I- F. G, H r .0 A.V 6 H0z, x BELOW t 053 OR PLY%k 001) COX WI TH Id @ 2-112-. 5 - 1,7- DIA Olt 3 .5.1- DIA. A. DOLTS. PHD3 HOLDO%'N ON 2.2. STUDS W/ SSTB16 A BOLT TO FOOTING. %kIDTH OF PANEL AS NOTED (IN PLANS. SEE NOTES -A. D. E. F, G. H & I" NFLOW. 7_� fjo t, -112". 3 - 17- DIA. OR 2. 54- DIA. A. BOLTS PH SIB OR PLYWOOD CDX WITH Id 2 Otto., if D5 dwlf I I j k HOLDCIW"N ON 2 - 2x EDGE STUDS WITH SSTB,10 A. SOLT TO FOOTNG. WIDTH Of PANEL AS (4 2 -'-*T* NOTE 014 PLANS. SEE NOTES -A. C. D, E. F. G. H k I- BELOW, 313- 0 Olt PLYWOOD CDX WITH 19 @ 2-,12- 4 -1/2- DIA. OR 3 - S'S" DIA. A. BOLTS. I PHD5 _�111' t, ��Lu L&t-A 60 61 - 4, 0 1rP f. t 11" ON 2 - 'x EDGE STUDS WITH SSTD20 A BOLT TO FOOTING. WIDTH OF PANEL AS /it C9 3 \4 PLANS SEE NOTES 'A. C. D. E, F. Q H & I" BELOW Ft -T rty NOTES: A CONTINUE WALI�'��THING DOWN To THE FOUNDATION PLATE t a CONTNUE WALL SHFATn*G DOWN SILL PLATE. C CONTINUE WALL SHEATH IDERTIRATE.. OF INITERSECTING WALLS. 16" THICK 1 11 D ALL WASHERS SHALL BE �Q E EXTENT A BOLT OF HOEDOWN S UIKED BY USINIS THREADED KOD k COUPLER .1.1 NUT OF THE SAM N V(,E STUDS E VIA AS THE SSTB. KOVIDE SOLID BLOCK! G U, DLK U ALL ALONG THE ROD T, C F USE ONE �JZF GREA 1`111. SSTB A. BOL r WIT CONIC FOUND'S PLACED IN TWO PO�'RS Z.1. !1. V PW- C USE 3, DI-II)GLAS, FIR FKAMI`N(j (MIN.) AT S :AT­HI\(3 j(-)!,Nrs (SPLICES), to 4 k SE 3,,, PT HE.M FIR (MIN.) FOUNDATION PLAF. ALTLKNATF TO 3,t PT, FOUNDATION PLATE USE 2x P T. PLATE AND DOUBLE THE N)Ii�,IBEK OF NOTED A. BOLTS. WHFKE 3"ec 2"sc, EDGE NAILING IS IIEQUIRE�. NAILS SHALL LIE STAGGERED \41[7. Av I&A 160�JTIO. W/ X rU05, Tyr. 0 r7O -i r- v _j 9 y t 5 r? 6, 11-4 (7 g -it 5 -4) 7 �4 r:.,A ev t e_ ­o rr Put \A 401L YI/ tt 4 01 WAL.L, > r0vw- W Tr= I- & W A. 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KO".E '.T C "Lr \T MN I A L11J url, L ITL)o '-I-A (0 f=L4,T) A 8"Ove 9A 6 518> 71 rr- >4 elrr, Pj 0 e, vFy-CI1 03114 01. 81- 0, 4 la -4 11� 01 2# E04T T# _4 7F- .4 Axes 2 e_ A, 4 ZVI& r1_T1 'IT 7 141 D VU W/ VOPL. zjjr.tv. ^M 4 L) L5.0ve Id./I V4 4 -At, NAO 14 r -W_ A r-lxlp/ 2., e,61 i.4jT. \1 'A e1v &%Z. 1-ree 6.9 26. d"o dl 4 4 re 9.1, k x to ) 1 4 H v, H x71 PIN 4 H 1A r-_r� 0 H P 0! ose-, 1 0 - -, 7_­��_�== 41 i:y-;- v APPROVED Butte Count Ye >e 2-41-3 'y i j Environrn fitalfi ealth 7�0 2X A WAC.L ate )14 1' Signature all 79Z /111 7 1 7 14 lot. ------ ----- - I 1 14 �.ol- _41 114 H Px".3. L). 0, f _-Av - - I- N *1. S 24 X 34 PRINTED ON NO. 10" CLEARPRINITO '2 Environmentail He DEC 3 0 2003 Chico, CA REVISIONS BY M ci r 00% Lot All ENO( 00 on 4110 0 19ft Date 6, Scale Drawn F5 4 Jj Job Sheet 2 Of Sheets •r �t % •.re •vx--. Ci411rx�eyec CQ•VC.ceTe ."ccr». 12 4W /2 GMK•.♦ _ •r t[ �CCTA1A11,Ua I✓�f4L C04IS7:PC7A14 •70.7,(- rAv/SH C&.4T� DG` - T�pfESS/OM t•CLe r `O 1. 1 � f � _ , • • �' CO.Yrif CTCD t N �N•.32434• r W y/ OF CAU - � • O rCLC.!t T .r4 I b Oe N.�TII,Gt[ C,C4 • �fIOTC �3 ,V OR' COA/C. S4.445 t-7- c4vr. ccwc. --e;y •v e - M cs` n ac,ce .eco 0 i� ,Cr rbr No �cA,4..B /Vi:LL 'y/' HI 'T D/ O2 i(' 6' 'C' 'L' 'a' 'b' C' cC' 'G' f .4. / 3 =0 ` 2f' :3' -It' - d • -. _ Z=0 • t {Se+/S Y3 -e 2- �S - -- .4.,3 7=0' r r t0' • r /t J� L r r e Sttt /- �S A• t C=G � JG r tG /2' /Z' r �: �' • SeQ" - -r i 2-:S .4.r /0!0' sIe • ✓ 3Z r r r S!�' • r SG t r r r Nore,r . /. pe r1c v C.0/T&,c%( /"e -IC a4 evz A Pours s vreCr /. t. G.i,- NoeIZ, CC/,'11-0XC1A1C r 'aC do J5Ae -014- Neu, 3. /tcro,rn o,C4/M e,,, -e, Ta D.rrL,wyT Ul t cvx pr F ILV C G'1CQOI �G'30GJC� .---a-7V4144 COLT/ONS. SM C`LAlRK AD- PARADISE, CA *5%9 (916) $72-0254 t r BY t, t.. I •� ` y l`�Ci Pt.�tiN /��-u.' fi'Rui'f. +�1 otEi pw��..X/. yGW�t7. .. X 30 PRINTED ON NO. 1000H CLEARPRINTO GENERAL STRUCIURAL-NOTES DIAL N CRITERIA L CODES AND STANDARDS: 2001CIIC 1993 AITC 19:9 AISC 1995 ACI LOADS ROOF SNOW LOAD ;. 30 PSF FLOOR LIVE LOAD - 40 PSF 3. LATERAL LOADS: SEISMIC-Vr 2.SCaIW/R- ASD WIND - t-CeCggfl 4 �> MPH - 75EXPOSURE . C 4. SOIL AND FOUNDATIONS: GEOTECHNICAL INVESTIGATION t . 'rJOD �AV . L% BY LRA ENGINEERINGj'IG SOIL PROFILE • 5J 6�o 0171 S6,11 N 7, THE CON CTOR SHALL VERIFY ALL DIMETdSiONS AND CONDITIONS AT THE J01 SITE PRIOR TO 1 1 . G! oil a�K ( y I STARTING F CONSTRUCTION AND THE DESIGN ENGINEER SHALL BE NOTIFIED OF ANY ap r' ' Q 11 " / i/ •� ` Ew $rti. DISCREPA CIES WITH ANY WORK SO INVOLVED. 1 "� 2. DETAILS F CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS I •f -II y THOSE S OWN FOR SIMILAR CONDITiCNS. 3. DIMENSIONS SHOWN ON PLANS TO KAVE PREFERENCE OVER THE SCALE. r 4. IT IS CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE .' "CO. TRUCTION SAFETY (ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA _ RE 'IKEMENTS AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO �i - C Q CJ NO ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE to COMPLY WITH THESE . RE UIKEMENTS. T�1 i 5. 17 L PHASES OF WORK S9ALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST - N BUILDING CODE AND LOCAL ORDINANCES. MLICABLE EDITION OF CALIFOR.'tA ,,. i THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL • , o FORMS, BRACINGS L SHORING REQUIRED. CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND I y��ce {` , 1 G" •-J' BRACINGS OF ALL FRAMING UNTIL ALL ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN �� `I� �L� NG'Ct THE PROJECT. . 1 h / 7. CONSTRUCTION SHALL COMPLY WIT11 ALL SPECIFICATIONS NOTED ON PLANS, R'ITH ATTACHED G•Vcl��i% - '� ROOF TRUSS CALCULATIONS AND ENF aGY CALCULATIONS. I _ Liv 2. THESE PLANS ARE NOT COMPLETE UNIFIL STAMPED AND SiGNED BY THE DESIGN ENGINEER AND + 1 , REVIEWED AND ACCEPTED BY THE LGCAL BUILDiNG OFFICIAL4- 41, !CONCRETE `-i -o. / V STRENGTH OF CONCRETE SHALL BE 2500 PSI MINIMUM IN 22 i 1. THE ULTIMATE COMPRESS( E } DAYS. l 2. CEMENT SHALL CONFORM TO ASTM CI50 TYPE I OR II AND CONCRETE AGGREGATES TO ASTM C33. +7! 1 i ` G t�iz tv►�-'�h't' (' 3. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 40 EXCEPT its' a11� r WHEN NOTED OTHERWISE AND THE STEEL TO BE WELDED TO CONFORM TO REQUIREMENTS OF I r ASTM A706. 4. SPLICES IN CONTINUOUS RLEINFORCEIvIENT SHALL BE 30 BAR DIAMETERS OR 24" MINIMUM. 5 - SPLICES SPLICES IN ADJACENT BAIRS SHALL BE NOT LESS THAN S'-0" APART. �IyV CONFORM TO ASTM AllS AND SHALL BE LAPPED 1 12 SPACES. �fUiL�j fi S. WELDED WiRE FABRIC SHALL I ) i. PROVIDE CONSTRUCTION JOINTS BY KEYWAYS *I AjT OR ROUGHENED SURFACE TO V4" DEEP tw�It,Ev % ,1 DEFOR.MATiONS. '17O / J t/,TI• I _ s j i 7. REINFORCING, 'DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. I � 1 Z. ANCHOR BOLTS SHALL BE UNFINISHED BOLTS CONFORMTNO TO ASTM A307 UNLESS NOTED / OTHERWISE. !. MAXIMUM FREE FALL OF CONCRETE MIX SHALL BE 4' r j,`• � G�'�i'�P __ '`� r�'nb ,'` �; � ��'� 'dam i E' / II �' A•7• I a i c pu r. uiC�Y' { G G'� N1 t, ?� �j. p VG FOUNDATIONS �' _- w f� 10, 0 '' a- r _ 1. FOUNDATION DESIGN 1S BASED ON GEOTECHNICAL INVESTIGATION BY LRA ENGINEERING - ' -,,• ' + Q / 7� JOB NO. 950850. % f / W�• r�t� \ ��I.J+avIT 1 lar) 2. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE iZ�i - WALL ! y. ��i/• . �iL�� MADE BY STEPS OF 12" MAX. HEIGHT L 36" MiN. WIDTH. 'CONTINUiTY OF FOOTING REINFORCING SHALL BE MAINTAINED. RIA ?LACEbiENT AND TESTING 3. WHERE SITECONDITION REQUIRE ENG.'v'EERING FiLL, MATE L, - ) SHALL BE PROVIDED UNDER SUPERVISION OF THE GEOTECHNICAL ENGINEER 4. THE CONTRACTOR SHALL NOTIFY TIIE DESIGN ENGINEER ABOUT ANY CHANGES IN PLACEMENT OF FOUNDATIONS REQUIRED BY SiTE CONDITIONS. REVISION TO THE OR DESIGN SHALL f 1U., BE PROVIDED BY :THE DESIGN ENGINEER TROUGH A WRITTEN AND SiGNED CHANGE ORDER 5Q itr� / 1 / f ` { j i a �% / r ^ r (� WOOD + 1. ALL SAWN STRUCTURAL (MED".BERS ANO THEIR FASTENING SHALL CONFORM TO CBC r •\ i STANDARDS AND SHALL BE MINIMUM JRADES AS FOLLOWS: f L 2x L 4x MEMBERS D. . 2 4• {' U OM>;0 + 1 2x4 STUDS L PLATES OF PARTITIONS, 4'.x BLOCKINGS D D y� r x ER 1_ �/ ..ff Y•?. I •'• 10'OAs�. � t"!' � ,• . • • ' \ ., \ I !� . r� M. L- f UNLESS N=D OTMF PLANS. -_.�_- - t 2. ALL GLULAMS SHALL CONFORM TO ST'INDARDS SPECIFICATIONS FOR STRUCTURAL GLUED \ . _ -_ . - • 1 j; LAMINATED TIMBER RITC: 117-43 AND !HALL BE OF COMBINATION SYMBOL 24F -V4. BEAMS: j . SHALL HAVE A STANDARID CAMBER OI 2000' RADIUS, U.N.O. ON PLANS. i 3. LIMINATED VENEER LUMIBER SHALL Pc OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED t �� 1 BY WILLAMETTE INDL'STit27ES, INC. (ICI) REPORT NO. ER•571 i) OR 2.OE PARALLAM (PSL) AS / r' 1-4 +J I� Sit j j i MANUFACTURED BY TRUS JOIST Mach: _LAN (iCBO REPORT NO. PFC-5670) OR APPROVED EQUAL / \ y \._ ' tr'i1Ct'Siiilll 4. ALL FLOOR JOISTS SHALL, BE STRUCJOISTS (SJ) AS MANUFACTURED BY WILLAMETTE k ♦ I L� { `J rum. INDUSTRIES. INC. QCBO REPORT NO. PFC-5719) OR T11 JOISTS (TRI) AS MANUFACTURED BY TRUS �' i 111 v JOIST MacMILLAN (ICSO FTPORT NO. PI'C•5676P) OR APPROVED EQUAL. J / ' 5. ALL WOOD INDIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM .FIR OR FOUNDATION GRADE REDWOOD. ! 6. PLYWOOD SHEATHING SHALL CONFORM( TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSE / SHEATHING TO APA U.S. 1PRODUCT STANDARDS PS 2-92. SHEATHING SHALL BE PLACED WITH - I FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23.11-H OF CBC • / �' DIAGRAM CASE i), U.N.O. nth 7. WOOD MAILING SHALL BE PROVIDED WiTH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-3-1 OF CIRC EXCEPT wITKE MORE SPECIFIC NAILING IS NOTED ON PLANS. . �1. % ►�•L k ,1! 1N ', o EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. I� t. WOOD TRUSSES USED IN ROOF FRAMING SHALL BE MANUFACTURED BY COMPANIES WITH 1C30 ! Q `F J I ACCEPTANCE. THE DESIGN SHALL COMPLY TO LATERAL LOADING FOR SHEAR TRANSFER AS --- NOTED ON PLANS. (•U , - - •- i 9-1,muf =LXMVrTOtc NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT (CONNECTORS AND APP CJ-M)ST•'BE••tJSL1)."Sl / +I WALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM ti07 RECUIREMENTS FOR UNFINISHED BOLTS. ti �'rj rT OAJVC �-1.�f Q ILHOLES FOR MACHINE AND ANCHOR BOLTS SHALL BE BORED WITH A BIT OF 1 /li" DIAMETER I'- 14"G� ! �' .i r . APPROVED METER OF THE BOLT. HOLES FOR LAG BOLTS SHALL BE GREATER THAN THE NOMINAL DIA� � • 1 - Butte County FIRST BORED TO THE SOLT NOMINAL DIAMETER TO THE DEPTH OF THE SHANK AND THE REST- WiM BIT NO LARGER THAN THE ROOT OF THE THREAD. Envir%on en � e�ith ate rnuironrrentai Health _ DEC 3 0 2003 Chico, CA t REVISiQNS BY •� ` y l`�Ci Pt.�tiN /��-u.' fi'Rui'f. +�1 otEi pw��..X/. yGW�t7. .. 5->crr-. r-0 tL : p rwxri' 16 N 5 .. fouN0ATI ON _ PI.h•E.J/0�-r5. ter- r-g�kM 10 -OT rs j��T I vNs� `floNt% 1•��. n�7'S. DISCREPA CIES WITH ANY WORK SO INVOLVED. 1 "� 2. DETAILS F CONSTRUCTION NOT FULLY SHOWN ON PLANS SHALL BE OF THE SAME NATURE AS I •f -II y THOSE S OWN FOR SIMILAR CONDITiCNS. 3. DIMENSIONS SHOWN ON PLANS TO KAVE PREFERENCE OVER THE SCALE. r 4. IT IS CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE PERTINENT SECTIONS OF THE .' "CO. TRUCTION SAFETY (ORDERS" ISSUED BY THE STATE OF CALIFORNIA AND ALL OSHA _ RE 'IKEMENTS AS THEY APPLY TO THIS PROJECT. THE DESIGN ENGINEER AND THE OWNER DO �i - C Q CJ NO ACCEPT ANY RESPONSIBILITY FOR THE CONTRACTOR'S FAILURE to COMPLY WITH THESE . RE UIKEMENTS. T�1 i 5. 17 L PHASES OF WORK S9ALL CONFORM TO THE MINIMUM STANDARDS OF THE LATEST - N BUILDING CODE AND LOCAL ORDINANCES. MLICABLE EDITION OF CALIFOR.'tA ,,. i THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADEQUATE DESIGN AND CONSTRUCTION OF ALL • , o FORMS, BRACINGS L SHORING REQUIRED. CONTRACTOR SHALL PROVIDE ADEQUATE STAYS AND I y��ce {` , 1 G" •-J' BRACINGS OF ALL FRAMING UNTIL ALL ELEMENTS OF DESIGN HAVE BEEN INCORPORATED IN �� `I� �L� NG'Ct THE PROJECT. . 1 h / 7. CONSTRUCTION SHALL COMPLY WIT11 ALL SPECIFICATIONS NOTED ON PLANS, R'ITH ATTACHED G•Vcl��i% - '� ROOF TRUSS CALCULATIONS AND ENF aGY CALCULATIONS. I _ Liv 2. THESE PLANS ARE NOT COMPLETE UNIFIL STAMPED AND SiGNED BY THE DESIGN ENGINEER AND + 1 , REVIEWED AND ACCEPTED BY THE LGCAL BUILDiNG OFFICIAL4- 41, !CONCRETE `-i -o. / V STRENGTH OF CONCRETE SHALL BE 2500 PSI MINIMUM IN 22 i 1. THE ULTIMATE COMPRESS( E } DAYS. l 2. CEMENT SHALL CONFORM TO ASTM CI50 TYPE I OR II AND CONCRETE AGGREGATES TO ASTM C33. +7! 1 i ` G t�iz tv►�-'�h't' (' 3. REINFORCING STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615, GRADE 40 EXCEPT its' a11� r WHEN NOTED OTHERWISE AND THE STEEL TO BE WELDED TO CONFORM TO REQUIREMENTS OF I r ASTM A706. 4. SPLICES IN CONTINUOUS RLEINFORCEIvIENT SHALL BE 30 BAR DIAMETERS OR 24" MINIMUM. 5 - SPLICES SPLICES IN ADJACENT BAIRS SHALL BE NOT LESS THAN S'-0" APART. �IyV CONFORM TO ASTM AllS AND SHALL BE LAPPED 1 12 SPACES. �fUiL�j fi S. WELDED WiRE FABRIC SHALL I ) i. PROVIDE CONSTRUCTION JOINTS BY KEYWAYS *I AjT OR ROUGHENED SURFACE TO V4" DEEP tw�It,Ev % ,1 DEFOR.MATiONS. '17O / J t/,TI• I _ s j i 7. REINFORCING, 'DOWELS, ANCHOR BOLTS, ANCHORS, ETC. TO BE EMBEDDED INTO CONCRETE SHALL BE SECURELY POSITIONED BEFORE PLACING OF CONCRETE. I � 1 Z. ANCHOR BOLTS SHALL BE UNFINISHED BOLTS CONFORMTNO TO ASTM A307 UNLESS NOTED / OTHERWISE. !. MAXIMUM FREE FALL OF CONCRETE MIX SHALL BE 4' r j,`• � G�'�i'�P __ '`� r�'nb ,'` �; � ��'� 'dam i E' / II �' A•7• I a i c pu r. uiC�Y' { G G'� N1 t, ?� �j. p VG FOUNDATIONS �' _- w f� 10, 0 '' a- r _ 1. FOUNDATION DESIGN 1S BASED ON GEOTECHNICAL INVESTIGATION BY LRA ENGINEERING - ' -,,• ' + Q / 7� JOB NO. 950850. % f / W�• r�t� \ ��I.J+avIT 1 lar) 2. ALL FOUNDATIONS SHALL BEAR ON LEVEL GRADE AND CHANGES IN ELEVATION SHALL BE iZ�i - WALL ! y. ��i/• . �iL�� MADE BY STEPS OF 12" MAX. HEIGHT L 36" MiN. WIDTH. 'CONTINUiTY OF FOOTING REINFORCING SHALL BE MAINTAINED. RIA ?LACEbiENT AND TESTING 3. WHERE SITECONDITION REQUIRE ENG.'v'EERING FiLL, MATE L, - ) SHALL BE PROVIDED UNDER SUPERVISION OF THE GEOTECHNICAL ENGINEER 4. THE CONTRACTOR SHALL NOTIFY TIIE DESIGN ENGINEER ABOUT ANY CHANGES IN PLACEMENT OF FOUNDATIONS REQUIRED BY SiTE CONDITIONS. REVISION TO THE OR DESIGN SHALL f 1U., BE PROVIDED BY :THE DESIGN ENGINEER TROUGH A WRITTEN AND SiGNED CHANGE ORDER 5Q itr� / 1 / f ` { j i a �% / r ^ r (� WOOD + 1. ALL SAWN STRUCTURAL (MED".BERS ANO THEIR FASTENING SHALL CONFORM TO CBC r •\ i STANDARDS AND SHALL BE MINIMUM JRADES AS FOLLOWS: f L 2x L 4x MEMBERS D. . 2 4• {' U OM>;0 + 1 2x4 STUDS L PLATES OF PARTITIONS, 4'.x BLOCKINGS D D y� r x ER 1_ �/ ..ff Y•?. I •'• 10'OAs�. � t"!' � ,• . • • ' \ ., \ I !� . r� M. L- f UNLESS N=D OTMF PLANS. -_.�_- - t 2. ALL GLULAMS SHALL CONFORM TO ST'INDARDS SPECIFICATIONS FOR STRUCTURAL GLUED \ . _ -_ . - • 1 j; LAMINATED TIMBER RITC: 117-43 AND !HALL BE OF COMBINATION SYMBOL 24F -V4. BEAMS: j . SHALL HAVE A STANDARID CAMBER OI 2000' RADIUS, U.N.O. ON PLANS. i 3. LIMINATED VENEER LUMIBER SHALL Pc OF GRADE 2.OE STRUCLAM (SL) AS MANUFACTURED t �� 1 BY WILLAMETTE INDL'STit27ES, INC. (ICI) REPORT NO. ER•571 i) OR 2.OE PARALLAM (PSL) AS / r' 1-4 +J I� Sit j j i MANUFACTURED BY TRUS JOIST Mach: _LAN (iCBO REPORT NO. PFC-5670) OR APPROVED EQUAL / \ y \._ ' tr'i1Ct'Siiilll 4. ALL FLOOR JOISTS SHALL, BE STRUCJOISTS (SJ) AS MANUFACTURED BY WILLAMETTE k ♦ I L� { `J rum. INDUSTRIES. INC. QCBO REPORT NO. PFC-5719) OR T11 JOISTS (TRI) AS MANUFACTURED BY TRUS �' i 111 v JOIST MacMILLAN (ICSO FTPORT NO. PI'C•5676P) OR APPROVED EQUAL. J / ' 5. ALL WOOD INDIRECT CONTACT WITH EARTH OR IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED HEM .FIR OR FOUNDATION GRADE REDWOOD. ! 6. PLYWOOD SHEATHING SHALL CONFORM( TO APA U.S. PRODUCT STANDARD PS 1-95 AND OSE / SHEATHING TO APA U.S. 1PRODUCT STANDARDS PS 2-92. SHEATHING SHALL BE PLACED WITH - I FACE GRAIN PERPENDICULAR TO SUPPORTS (IN COMPLIANCE WITH TABLE 23.11-H OF CBC • / �' DIAGRAM CASE i), U.N.O. nth 7. WOOD MAILING SHALL BE PROVIDED WiTH COMMON WIRE NAILS OF SIZES AND NUMBERS PER TABLE NO. 23-11-3-1 OF CIRC EXCEPT wITKE MORE SPECIFIC NAILING IS NOTED ON PLANS. . �1. % ►�•L k ,1! 1N ', o EQUIVALENT CAPACITY FASTENERS APPROVED BY ICBO MAY BE USED. I� t. WOOD TRUSSES USED IN ROOF FRAMING SHALL BE MANUFACTURED BY COMPANIES WITH 1C30 ! Q `F J I ACCEPTANCE. THE DESIGN SHALL COMPLY TO LATERAL LOADING FOR SHEAR TRANSFER AS --- NOTED ON PLANS. (•U , - - •- i 9-1,muf =LXMVrTOtc NOTED ON PLANS ARE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY. EQUIVALENT (CONNECTORS AND APP CJ-M)ST•'BE••tJSL1)."Sl / +I WALL ANCHOR, LAG AND MACHINE BOLTS SHALL CONFORM TO ASTM ti07 RECUIREMENTS FOR UNFINISHED BOLTS. ti �'rj rT OAJVC �-1.�f Q ILHOLES FOR MACHINE AND ANCHOR BOLTS SHALL BE BORED WITH A BIT OF 1 /li" DIAMETER I'- 14"G� ! �' .i r . APPROVED METER OF THE BOLT. HOLES FOR LAG BOLTS SHALL BE GREATER THAN THE NOMINAL DIA� � • 1 - Butte County FIRST BORED TO THE SOLT NOMINAL DIAMETER TO THE DEPTH OF THE SHANK AND THE REST- WiM BIT NO LARGER THAN THE ROOT OF THE THREAD. Envir%on en � e�ith ate rnuironrrentai Health _ DEC 3 0 2003 Chico, CA t REVISiQNS BY z N w v z tn .LI z r>.r c� U Mlotc, ^^� Cr N OyV: rr�AA UJ 1d h W 1 A SAW � ® W O Agm a3° V •• ., .� O 0• , Date Scale SN owq Drawn P�l� M - Job q2 ir-m*Q$ , Sheet Oi Sheets 1 BMM f 3 1 9Rme 5= TRhN1011 MOVE 200 AMP w=w�° SERVICE 1 WATER MAIN SHUT OFF 1 z 1 MC14 NAM PpR±YFA 1 1 1 t� � rrsm3� y 7. C"17 t _ WATER MAIN III n Ip COVERED ARCHED ENTRYIf� 1 I 1 _I 1 I � 1 r I 1 I ` N cs7 rn T � I\_ ` 23 F 1 s-� w HOLDING SHOP S"LT 837 SQ FT �* \ TANK , 10 ps\ \ 1 1 CoE \ 1 x L� 6 FT STUCCO wn AL T4s P A49 F`� ____ _ ---'"" Environmental Health JUN 3 01999 Chico, Califomia PRS �R��E WO s,��� FOREj SCALE: 1/8" = 10'-0" REVISIONS I BY DATE: 06/28/" SCALE 1/4"= T -0 - DRAWN: OSJ JO&MMOOLT WOODUN)S,LOT2 SHEET C-1.1 OF 13 SHEETS 4s 3132 SO FT. RESIDENCE fYfiP6r9ffiY OfyflOP�fNT FOR iff Surft a L' hlelff CT, GUS & BRENDA BURGOYNE LOT 2, HUMBOLT WOODLANDS, FOREST RANCH, CAL. 06/18/99 6°f//6'0, Cil, ffY2i .W -B9{- ff99 SCALE: 1/8 = 10'-0" r i i -n'm r r r— Ln Ln r CL - r �F r REVISIONS BY 200 AMP SERVICE r r QV DATE 06/18/99 SCALE: 1/4"= P-0' DRAWN: DSJ JOD:F#,WLT WOML MOT2 SHEET C OF 13 SHEETS a U. - Lo 00 a A '/,