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056-360-035
056-360-035 03- 045 C TTFI�TIGTET7Tt1<I., FOREST RANCH CONT: GLEN DOSS CONST I NEW SINGLE FAMILY W/GARAGE + 056-360-035 03-0357 DO'S, KAREN !1 . CHICO -CUNT: SQUIRES FII:E SPRINKLERS {• - al A,y�1 C nj = ,-} (_ 1...tit 7 Fr£f d .. Z, c ti t� 5"�<P�) s'[I t.= F' t t 1 �y _• z , 1 r 1+ + 7 t, : x e y a s, �l• 9 1 j{ f�+ �{`l r • tr i F , ' + irr+. ?:v ' ti"•`�+ L r it;�� a tt t'Ct 1 .•. 4 t � +.� FS f3 �Y �� Y �:��� I i M1�: is � � �� r .. 1 � ,' � �1 Ir rjt . f s , n.afic�3+a! 1 P�i q'' '?+•.iat i .:R'Y' t. �?}(tit 1 ' ,� t' s 1z'i+� 7 1 , 1�t[�F NOTES RESIDENTIAL 056-366-635 63-00,45,v PERMIT NO. OSS, BRAND6N N. FO RANCH /(p1 j.8 CONT: GLEN DOSS CONST NEW SINGLE FAMILY W/GARAGE CD E 7 {VOA OFFICE COPY Address GAS Meter By_,z od i ELECTRIA-T) Meter By D a MIAN SPECIAL CONDITIONS CHECKED BY, A—RA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ------------------- J OB FINALED (Date) Signature J=OK 0 = Not OK - = Not Ry ble . =Not Ready 1. , MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Date 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 2. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 10. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG Ext.; Steps -Doors -Landings 7. Well Clearance & Disconnect Gas; MH Test -Demand -Valve 8. Utility Clearance 5. Electricity; MH Test Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 6. Water; MH Test Date Soils; Compaction -Structure Stability Card B-1 Date Card B-1 Date 4. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 6. 1. Zoning Requirements -Setbacks -Easements Exits 2. Footings; Size -Spacing -Marriage Line 10. 3. Gas; MH Test -Demand -Valve -Connector Plumb.; Cir. Test -Water Supply Test 4. Electricity; MH Test -Crossovers -Breakers -Clearances .12. 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval Date 8. Gas and Electricity Tagged Card B-1 9. Tie Downs -Type -Installation Cert: 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date 1. Card B-1 Date Card B-1 Date 3. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. 1. Zoning Requirements -Setbacks -Easements Electric 8. 2. Footings; Size -Spacing -Marriage Line Siding; Nailing -Veneer -Stucco -Mesh 10. 3. Blocking . Ext.; Steps -Doors -Landings 12. 4. Gas; MH Test -Demand -Valve Date 5. Electricity; MH Test Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 6. Water; MH Test 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected 4. Elec.; Receptacles and Lighting, Distance-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Exits 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 10. License Decals 10. Plumb.; Cir. Test -Water Supply Test 11. Verify #'s with Office .12. Enclosure; Fencing -Alarms 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 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) Date UNDERFLOOR (Plans) OK except #'s 41 Pni ng -Setbacks -Easements -Flood -Slope Fg Main; Soils-Elec. Grnd.-/j " Ftg. Depth g.-*4'Ftg., Garage; Soils-Steel-Elec. Grnd.-/j Lj" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wra ed Hgld Downs and Special Anchors lab, Steel -Wrapped 8. Pi -Fireplace Ftg.-Steel QPOOD.W.V; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, 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 DateZ. • , Card B-1 �t Date Card B-1 ' Date Card B-1 Date Card B-1 Date PLU G (Permit) OK except #'s er Htr.; Vent -Access -Combustion Air Baffle W r Pipe; Test & Anchor -Nail Protection W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. T t`Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRI AL (Permit) OK except #'s Mare & Transformer Clearance -Ins. Protection le eceptaces Spacing -Lights &Switches at Doors ( Foxes & No. of Conductors Stapled Ro ex Installed Close to Edge of Studs & C.J. qu' . Ground made up w/Mech Fasteners -Bond Gas & Water Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insul Neutral 0 Yes O No ' ery -Riser Conductors & Ground Main Disconnect .'Clearances Panels-Motors-Mech. Equip. .3 o es Closet Light -Shower Light-Sp'a Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHA CAL (Permit) OK except #'s A.0 its Insulation & Support i en! Fan, Exhaust above insulation onq,ensate Drain & Overflow, Size & Grade urn =Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40'-A-ftic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1' Date FR!D 1NG (Permit) OK except #'s ` SillsPfcrper Materials & Anchors 44!G/alL-.8ruds-Nailina SDacina & Braces -Plates -Sound eari alts over Girders &Floor Nailing r 6p in Walls (rat proof) ire Ds. Furred Ceilinas-Stairs-Chasers-Tubs ° 9S! -'readers & Beam's -Size & Bearing Date FRAMING -(Continued) .4,, -Post Caps -Anchors -Connectors . Cli oist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. Fire a Ties or Type A Flue -Fireplace Throat Clearance ttic9csess; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Ht. & Dimensions Ga ire Protection FramingeFTC Ch ro Line Firewall & Openin '99— xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. s; Width -Headroom -Rise -Run -Landing -Fire Protection Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date- S� p Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA lans OK except #'s Ext. Steps -Door & Sidelight Protection -Landings oke Detector urnace Vents -clearance -Comb, Air -Connector - I arage; Above Floor-Ducts-Mech. Protection Bedroom Exiting F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel, Breaker Sizes & Labels W-&.- S airs & Rails fireplace or Stove, Clearance -Hearth 71,,E�?c. Outlets at Wood Panel, Int. & Ext. 7 Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 c. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location 7Qeltlec. Receptacles in Garage (F.F.I.)-Romex Protection 80 -Foam -Looked in Attic W. Guard Rails & Deck Construction -Post Caps BE- Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor 0 Yes 88- Following Instld./Drive 0 Yes 0 No/Walks LI Yes D No/Planters 0 Yes 0 No $4- Stucco Brown -Finish 851A. . Unit Disconnect, Electrical -Plumbing @6 encs Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Y r Well, Disconnect, Electrical, Plumbing Exterior Elec. Trim, G.F.I. Receptacle -Underground $,9 tilation Throughout House Glass Protection 9_VCorrections from Previous Inspections 92. ater & Sewer Connected -C/O to Grade -HD Approval E 'rgy Compliance Certificate -Other Certificates 95e -'Address Posted Card B-1 T(_ r U ;Date Card B-1 Date_ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING FROM: DATE: /ilea v, OROVILLE 1 ENVIR. HEALTH, .CHICO RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: S_S SEPTIC: WELL: AP#: o5lg -.Mu -(/)35-ADDRESS/LOCATION: Comments: . GL/memos/releasehold COUNTY OF BUTTE BUILDING DIVISION t�. DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County'Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above 'Idress and should be corrected. Please notice this office when correction of work is com eted. If you have any questions pertaining to this matter, or need additional explanation, pie a contact this office immediately. t7� ( fIl �- Yl ✓ l ✓ lil F✓l a a V I 7 S •ar Date �% �r Inspector REV 10/92 -Vis:'"'= ' t, Date �% �r Inspector REV 10/92 -Vis:'"'= ' COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538.-7541 CORRECTION NOTICE R -6<N E R' PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected.. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, \ lease contact this office immediately. A IJ REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OOt<E R PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice'this office when correction of work is y completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. i tee i, !I 0 i S y i i .J -ti t' Date--4,Inspector REV 10/92 CertainTeed M � Builders Statement InsulSafe 4 Fiber Glass Blowing Insulation mss Homeowner Name / Jobsite Name r� f e Addre s ' Installer/Contractor (sign) Company Name Date Builder (sign) Company Name Date Inspected By (sign if required) Date is R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: Obs.) Should not be less than: (n.) 60 36.5 27 0.986 22 49 29.6 34 0.800 _ . 181/2 44 26.4 38- 0.712 16'/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 101/2 22 13.1 76 0.353 9 19 1 11.1 90 0.301 73/4 13 1 7.7 129 0.209 51/2 11 1 6.6 151 0.179 43/4 THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. • DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 R -VALUE THICKNESS AREA (SQ. FT.) INSULSAFE 4/) BAGS USED BATTS/ROLLS (✓) CEILINGS / / 2WALL12- WALLS S FLOORS THERMAL PERFORMANCE—ATTIC BLOWING APPLICATION • In accordance with the chart above, you must install the minimum number of bags per 1,000 sq. ft of net area for each R -Value listed. • The maximum net coverage must not exceed that specified for each R -Value. • The installed insulation must be at or above the specified minimum thickness for each R -Value. • Failure to install the required minimum weight per sq. ft of insulation at or above the minimum thickness will result in reduced R -Value. • This product should not be mixed with other blown insulations or the thermal claims will become invalid. • DANGER: RECESSED LIGHT FIXTURES—TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. 30-24-233 Builders Statement A Saint-Gobain Company ©2002 CertainTeed Corporation 11/02 Manufacturer Insulation Fact Sheet This is CertainTeed Corporation I nsu Sae 4 Fiber Glass Blowing Insulation CertainTeed Corporation P.O. Box 860 Valley Forge, PA 19482 CertainTeedll THERMAL PERFORMANCE—HORIZONTAL OPEN BLOW The following thermal performances are achieved at weights and coverages specified when insulation is installed with pneumatic equipment in a horizontal open blow application: R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (lbs.) Should not be less than: (in.) 60 36.5 27 0.986 22 49 29.6 34 0.800 1872 44 26.4 38 0.712 161/4 38 22.8 44 0.615 143/4 30 18.0 56 0.485 12 26 15.5 65 0.418 1012 22 13.1 76 0.353 9 19 11.1 90 0.301 73/4 13 7.7 129 0.209 5'2 11 6.6 151 0.179 4 3/4 R -values are determined in accordance with ASTM C 687 and C 518. Complies with ASTM C 764 as Type 1 insulation. THERMAL PERFORMANCE—SIDEWALL RETROFIT APPLICATION When installed with pneumatic equipment in sidewalls, the following thermal performances are achieved at the thicknesses, weights and coverages specified. R -VALUE BAGS PER 1000 SQ. FT. MAXIMUM SQ. FT. PER BAG MINIMUM WEIGHT- POUNDS PER SQ. FT. MINIMUM THICKNESS To obtain a Thermal Resistance (R) of: Bags per 1000 sq. ft. of net area: Contents of bag should not cover more than: (sq. ft.) Weight per sq. ft. of installed insulation should not be less than: (Ibs.) Should not be less than: (in.) 29 35.8 28 0.967 71/4 22 27.2 37 0.733 52 16 19.8 51 0.533 4 15 17.9 56 0.484 35/e 14 17.3 58 0.467 3'2 READ THIS BEFORE YOU BUY What you should know about R -Values. The chart shows the R -Value of this insulation. R means resistance to heat flow. The higher the R - Value, the greater the insulating power. Compare insulation R -Values before you buy. There are other factors to consider. The amount of insulation you need depends mainly on the climate you live in. Also, your fuel savings from insulation will depend upon the climate, the type and size of your house, the amount of insulation already in your house, and your fuel use. patterns and family size. If you buy too much insulation, it will cost you more than what you'll save on fuel. - To get the marked R -Value, it is essential that this insulation be installed properly. 0 0 11 COUNTY OF BUTTE - DEPARTMENT OF DEVELOP .tE . , SERVICES - BUILDIOG DIVISIO V/•6)_ al 7 County Center Drive - Oroville, California'`, i90 • Telephone (530) 538-7541 P (Rev';12/96) APPLICATION AND PERMIT ��- ASSESSOR PARCEL NUMBER 056-350-035- ZONING BUILDING PERMIT OWNER - 1 ` ,• I. DOSS ?;1'ODMIW 4- SO. FT. OCC. BUILDING VALUATION - OWNERS MAILING ADDRESS �l 2321 -3 125 COMPACTOR'S NAME - GL''N DOSS CONST,?- TELEPHONE ,334.00 35030 U 16,020.00 22o C 2. COMRACTORS MAILING ADDRESS 13.0. 11 r. o ,42 CONSTRUCTION LENDER - - Fireplace I , 1,500.00 LENDER'S MAILING ADDRESS Total Valuation $1 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ / / .00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 5100.05 BUILDIN s r Energy Plan Checking Fee $ 23.00 $ l C5 PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Jif Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 0-4.0( Solar or heat pump water heater 23.00 Water piping 1 15.00 15 , 0 Each as water heater or vent 1 15.00 15.0( TYPE OF WORK New 4 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ „ M Describe Work: I•7 SIIIGL� FAMILY i7/G-L�.AGE Gas piping system 1 - 5 outlets 1 15.00 1-5.0( Building sewer 1 15.00 15.0 Mobile Home S G W @20.00 PERMIT FEE $ 1-64.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service z°DA OR LESS 1 23.00 2...0 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 fuforce and effect.8 ��� , License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as -owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service zooA To i000A 46.00 NEW CONST.( DWELLING OCCUP. OR ADDNS. 3.50 1 2- • 4 NEW CONST. MUOUTLET NONREsIo. @7.50 POWERSIAPPARATUS NGLE OUTLET CIR. Ex. Occup.OUTLET OR F°rruREs 20 x'•00 BAL p .so FIXLNS Ex. Occup. ouT�is(RRES,6°Ea 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 , Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling ee 20.00 Heating 1 15.00 15 . 0 Cooling 1 15.00 15 . 0 Hood 6.50 6 , 5 Ventilation PERMIT FEE S 56. 50 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.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /' �1 X �-�► Date eJ4 tJ� Signature of Applicant - ❑ Owner 0 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ „ _ CONST. TYPE -,T TOTAL FEE $ HAZ. D. FEES IVP FLOOD CDF /7 CEL PD / HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated for which fees have been paid. Date 0 PERMIT EXPIRES ON���� Date Receipt No. 3 WHITE-D.D.S.-B.D. CANARY-ASSESPR PINK -INSPECTOR GOLDENROD -APPLICANT OWNER: �t COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET ASSESSOR PARCEL NUMB%EJR C)% 3 tbO -635 Proposed Building Use: - Counter Technician:y Date: Items quired in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. C9' 1. o plans,or 4 sets igned by the preparer of the plans. Complete plans, 3'or 4 sets, signed by the preparer of the plans. engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. AA6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. /V*7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed b the he en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By 048. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ JX HazardousMateriaLEprm.... �, ...A...........)........................................................ 13. Oth „ tic -�uvy+ Remaining items nee ed t issue the permit. (May require additional plan review upon receipt of the following items.) /-T jj!stholn e attached Schedule of Fees Due Sheet...............................�.5 of I en or Non -heated and A/C Buildings ................................ ....... Sanitation and plot plan approval from the Environme al Health D pa ment in , ❑ 7. City of Chico Plumbing permit ..........................................` ........... .. .California De artment of Fores lana royal aid. Sent b 0 r try pr r Y . Planning approval for (A) Use: I oe- (B)Parking: (C) Parcel Check: & jA,�/D3 20. Contact Land Development about ❑ Improvements, ❑ Drainage IWAC4-G7$t............ 1 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupan`}i4'6'5 /J-:5 ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to.owner)..................... ❑ etter of Signature authorization.................................................................... 2 ecorded copy of Agricultural Acknowledgment Statement .................................... Manufactured home utility clearance.. ❑ 29. Existing violations and/or expired permits......................................................... ❑ Grant De M.H. Title/Statement f Factg, ❑ Lette from egal Owner, ❑ Check to H.C.D. $ Other: ') l� issued Telepho e '— — 2 and hol� r pickup. 1I„ n een in�ed of the above items and requirements for obtaining a wilding permit. ii� f�P� Applicant: �✓ Q��"A�J ate: �� n 7 1. Index permit application for the above /�items p u�mbej re / Ian Ch Letter Additional items required R rbc% Y plo lzii-l'j Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Plans reviewed by: Date: Plans approved by: Structural reviewed by: Date: 'Z//p/3 Structural approved by: Note transfer by: Date: 11 Yellow: Building Division Date: _Date: Date:_ Date E.H. USE ONLY Pilot Plea Attached laaa Pla► Attached S ®ert to B.D. TO: 'Building Department �n 61WA�e FROM: Environmental Health`7//�T SUBJECT: Sanitation Clearance 7� Owner Location AP# Plan Approved for: Sewage Disposal Clearance for dwelling. Other ; final for: e O.K. for: NOTE: c-� Environmental Health Specialist 8/96 Water Supply: Public Private Well `r Date N 1, _ .mak.., COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE L BUILDING PERMIT FEES -- Balance Due ................ $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 1' 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. . 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 11 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. # DATE RECEIPT # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE Pursuant to Government Code Section 66020, 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) Ire N COUNTY OF BUTTE` DEPAkTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 - SCHEDULE OF FEES DUE �2 OWNER A.P. # PROPOSED BUILDING USE DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES Balance Due ............. . ... $ -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES C l I (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . X: _ $ #Units Amt. Commercial (sq.ft.) . . x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) `l 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER _4 r „ 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) < `'r�c4. W r ♦ � '-v, 'u o iii "v i COUNTY OF ' B CiTTE ' DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION :-7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF RECEIPT OF FEES OWNER A.P: # PROPOSED BUILDING USE DATE F RECEIPT # DATE REC I. BUILDING PERMIT FEES -.✓` -- Balance Due ................ $ -- Additional Fees Due ..........� $ -- Additional Fees Due ...... .! .. $ -- Revised Plan Checking Fee ....... . $ 2. SCHOOL DISTRICT FEES t (paid at District Office) *'�3� . SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq. ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. _ 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK ¢ $89.00 (paid at Building Division) �8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 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) s 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) BUTTE COUNTY ' CLERK OF THE BOARD USE ONLY BOARD OF SUPERVISORS MEETING DATE: GENDA TRANSMITTAL AGENDA ITEM. AGENDA TITLE: Brandon Doss- Request to cross 1 foot no access strip- Forest Ranch Road DEPT: Public Works DATE: 03/11/03 MEETING DATE 03/25/03 REQUESTED: CONTACT: Stuart Edell PHONE: 538-7266 REGULAR CONSENT x DEPARTMENT SUMMARY AND REQUESTED BOARD ACTION: Summary of Request: SEE ATTACHED REPORT TO THE BOARD AGENDA ITEM SUBMITTALS REQUIRE THE ORIGINAL (1) AND TWELVE (12) COPIES ATTACH EXPLANATORY MEMORANDUM AND OTHER BACKGROUND INFORMATION AS NECESSARY Budgetary Impact: Yes_ No _ If yes, complete Budgetary Impact Worksheet on back Budget Transfer Requested: Yes _ No _ If yes, complete Budget Transfer Request Worksheet on back. (Deadline is one business day prior to normal agenda deadline.) Will Proposal Require an Agreement: Yes _ No _ Auditor -Controller's Number (if required): County Counsel's Approval: Yes _ Will Proposal Require Additional Personnel: Number of Permanent: Temp Extra Help _ Previous Board Action Date: Describe: Parcel map, letter of Rev. 09/10 pw No _ Yes _ No— Previous o_ Fe 1 Administrative Office Review Administrative Office Staff Contact _ 4/5's Vote Required: Yes: _ No: _ Date Received by Clerk of the Board: Additional Information Attached: Yes _ No _ 2003 letter from Development Services v 000, 0 RESIDENTIAL PLAN : REVIEW GUIDE r~3r, . i..:.- o SINGLE FAMILY, DUPLEXAND c n_ ,d MISCELIA.NEOUS OMY Owner. zw Building Permit Number: D Plans Examiner: L.;/zdci 5' A. P. Number: GELNER-kL: Le- Zoning requirements - (number of permitted living units). Plans signed by the designer. Proper description of work on the application. L..-E:risting violations on the property. a,--;3orded notice of violation. Building permit valuation.. PLOT PLAN: Complete pawl size and dimensions. O Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. 5. Flood hazard. 6 Special condidou on Parcel Map: Noise [j S a` Fire Sprinklers Water Tender ❑ Traffic and Drainage fees ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement. Building or udlities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA`: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10410 of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear openable height dimension shall be 24". The minimum net clear operable width dimension shall be 20". When windo" s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the flcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permitted in this section. Kitchens, halls, bathrooms and toilet compartments may have a ceiling height of not less than 7 feet measured to the lowest vroiection from the ceiling (Uniform Building Code section 310.6.1 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 flet in any. dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFCI in baths. garage, kitchen, wet bar, and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used.or designed to be used for sleeping purposes, bathroom. clothes closets or in a closet or other confined space opening into a bath or bedroom (L' Yrm Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedrvom. oris a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code st;cdon 30.3). arage fireNvall separation - required on garage side including supporting walls and posts (Unilbrmg Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.4). (Food stove location - Alcove - UIvtC. section 203 confined space & 223 unconfined space & 304.2). -tie- Smoke detectors (Uniform Building Code section 310.9.1). Pagel of 2 ,!�Jati closet clearances (Uniform Plumbing Code 408.5). 1�$hper compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). ,WBearing walls shall be supported on masottt) or concrete foundations that shall be of sufficient sits to support sU loads (Uniform Building Code section 1806.3). UCTURAL DETAILS: Braced Wall panels shall start at not more than 8 feet from each end of a braced Wall line. Brand Wall Ferrels anal be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1_) Braced v6 lines must be continuous throughout the structure. A California licensed architect of registered engineer must prepare a lateral analysis for the areas of the building that do not comply with the Uniform Building Code. This must include the designees "Wet" stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. Foundation plans complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct buildin& 7. Roof construction details complete enough to construct building. ireplace construction details and calculations if necessary. Cranage door header size(s). orch header size(s). pical header size(s). . Stud heights. High e>.pansive soil - special foundation design required Retaining walls requiring design. Gypsum vlallboard nailing inspection required. If the area below the lowest floor is fully enclosed, than a minimum of two openings are required With a total net area of at least one square inch for every square foot of area enclosed With the bottom of the openings no more than one foot above grade. Alternatively. certification may be provided by a registered professional engineer or architect that the design Will allow equalization of hydrostatic flood forces on e>,-terior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. Electric, heating, ventilation, plumbing and air conditioning equipment and other senice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. MISCELLANEOUS ITEMS: Stairway details - landings, rise and runt. head clearance, handrails (Uniform Building Code section 1003). Guardrails (Uniform Building Code section 509). Bride or stone veneer (Uniform Building Code section 1403). Exterior plaster - weep scrw& (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). Foam insulation - protection. 36" baUs and stairways (Uniform Building Code section 1004.3.3.2). Twro exits on three - story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). . Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. erg), design compliance and supporting documentation. . CDF responsible area requirements. UELDING PERMIT REQUIRENTENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers requirt& 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pace -- )— I , -- ----�' 1 NorthStar ENGINEERING Civil Engineers • Surveyors May 27, 2003 County of Butte PLANNING DIVISION 7 County Center Drive Oroville, Ca. 95969 Attention: Carl Durling Re: Certificate of Correction to Amend a map Condition AP 056-360-035 for Bandon Doss Dear Carl, We are proposing a Certificate of Correction to Amend a Map Condition for Parcel l of the parcel map filed in Book 139 of Maps, at Pages 63-65. The proposed amendment is in regard to note #7 on sheet 3 of said map. Said note reads "All homes must be constructed within 150 feet of the main access road." We request that said note be deleted. Recently the Board of Supervisors approved the crossing of the one -foot no access strip on Forest Ranch Road for said Parcel 1 therefore opening up the availability for a homesite off of Forest Ranch Road, which the property owner would prefer. Attached is a copy of said Book 139 of Maps, at Pages 63-65 and a copy of an e-mail from Stu Edell of Land Development discussing the proposed map condition change. After your review please call Jim Herrick or me to discuss any questions or comments and the providing of a letter authorizing the proposed change so that we may proceed. Sincerely, NORTHSTAR ENGINEERING 41i4_ Rick Rodriguez Cc: Brandon Doss 2214 Moyer Lane_Chico^CA 95926 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX -893-2113 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District. / r, oar Building Department ytoo�. -QQ A.P. Number �j�'(Q� G �`� Jurisdiction: City County Property Owner L o S S Property Location/Address(- 4— A-, Subdivision r . + Residential Development NoPUvingMobile Home _ t bnits Installation N Commercial/Industrial F New Addition Building Department Representative Lot No. Addition/- 'Supplemental to Co(i'version Permit # ; `• '(No foundation inspection) y � I 4_11n/_4 )4 7 (Floor Plans reviewed by School District Personnel) V) G ZZ.I� (Street Address) V (City) has complied with the requirements oftResolution,No.�`/ representing 2—_ n4square ,�6 et. School District Footage ,. •_ ; ,. '(Including Exterior Roofed Ateas) Date r. (Applicant) [ Sq. Footage �1 3 C�l / (Group R) � r t. f �Sq., (Phone Number) in (State) Y %G j P (Zip Code) All� by payment ofsw 2926 C i r ' f $ 4 60 ' FULL MITIGATION $ Date ` Paid by Check 1f Remarks: Notice: You may protest the imposition of the fees identified above Eby submitting a written protest to the District, in compliance with Government Code Section 660201a1, within 90 days from the date fees are paid. Failure'to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. L ..'V '` r' � F' /r.� f f,cor If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQAI, this project may be subject to additional school fees to fully mitigate its=impact on the school istrict's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/981dmm REPORT TO THE BOARD Summary of Request: Brandon Doss has requested permission to cross the one -foot no access strip, deeded to the County of Butte in conjunction with the recording of the Koenig Parcel Map (139 PM 63/65). This Parcel Map also has requirements that the driveway for this parcel be located within the southerly 50% of the parcel and access Contentment Lane. Changing this requirement would require approval, by the Development Review Committee (DRC), of an amended Parcel Map or Certificate of Correction to amend a map condition. Public Works has reviewed the proposed driveway locations on Forest Ranch Road and determined they would be able to conform to County Standards provided that the owner be required to remove brush on both sides of each driveway for traffic sight distance and maintain this area to insure adequate sight distance. Action Requested: Either of the following actions would be appropriate: 1) Deny the request to cross the 1 foot no -access strip on Forest Ranch Road for two new driveways, finding that the map conditions preclude direct access to Forest Ranch Road and require the driveway to the parcel to be located within the southerly 50% of the parcel and access Contentment Lane. 2) Approve the request to cross the 1 foot no -access strip on Forest Ranch Road for two new driveways subject to the following conditions: A) The property owner apply for and obtain approval from the Development Review Committee (DRC), for either an amended Parcel Map or Certificate of Correction to amend a map condition, deleting the requirement in Note 13 "The driveway to serve parcel 1 shall be located within the southerly 50% of the parcel frontage on Contentment Lane." B) The property owner obtain an Encroachment Permit from Public Works for the new driveways on Forest Ranch Road, with a condition that he remove brush on both sides of each driveway for traffic sight distance and maintain this area to insure adequate sight distance. BUTTE COUNTY CLERK OF THE BOARD USE ONLY BOARD OF SUPERVISORS MEETING DATE: AGENDA TRANSMITTAL AGENDA ITEM: AGENDA TITLE: Brandon Doss- Request to cross 1 foot no access strip- Forest Ranch Road DEPT: Public Works DATE: 03/11/03 MEETING DATE 03/25/03 REQUESTED: REGULAR CONSENT x CONTACT: Stuart Edell PHONE: 538-7266 DEPARTMENT SUMMARY AND REQUESTED BOARD ACTION: Summary of Request: SEE ATTACHED REPORT TO THE BOARD AGENDA ITEM SUBMITTALS REQUIRE THE ORIGINAL (1) AND TWELVE (12) COPIES ATTACH EXPLANATORY MEMORANDUM AND OTHER BACKGROUND INFORMATION AS NECESSARY Budgetary Impact: Yes _ No _ CAO OFFICE USE ONLY If yes, complete Budgetary Impact Worksheet on back Budget Transfer Requested: Yes _ No _ Administrative Office Review If yes, complete Budget Transfer Request Worksheet on back. Administrative Office Staff Contact (Deadline is one business day prior to normal agenda deadline.) 4/5's Vote Required: Yes: No: Will Proposal Require an Agreement: Yes _ No _ _ Auditor -Controller's Number (if required): Date Received by Clerk of the Board: County Counsel's Approval: Yes —No _ Will Proposal Require Additional Personnel: Yes _ No— o_Number Numberof Permanent: Temp Extra Help Previous Board Action Date: Additional Information Attached: Yes _ No _ Describe: Parcel map, letter of request, February 10, 2003 letter from Development Services Rev. 09/9 0 pw SPECIAL INSTRUCTIONS'TO CLERK Number of originals required to be returned to Department: "Please Note". Department is responsible for returning contract to contractor. Clerk of the Board returns completed Auditor's copy ONLY. Requested Board Action: Ordinance Required _ Resolution Required _ Minute Order Required For Information Only BUDGETARY IMPACT WORKSHEET Current Year Estimated Cost/Funding Source Estimated Cost $ Amount Budgeted (Budget Unit Number: (Fund Name: (Fund Number: Source of Additional Funds Reauested Contingencies $ (Fund Name: (Fund Number: Unanticipated Revenue $ (Source: (Rev. Code: Other Transfer(s) 1. Complete worksheet below 2. Deadline is one business day prior To normal agenda deadline Additional Requested $ Total Source of Funds $ Annualized cost $ if also planned for next year. Budget Transfer Authorized By Administrative Office Board Action Required for B -Transfer? Yes No Authorized Signature Transfer Request: Date BUDGET TRANSFER REQUEST WORKSHEET LINE ITEM AMOUNT LINE ITEM Transfer $ (No Cents) From To Transfer $ (No Cents) From To Transfer $ (No Cents) From To Transfer $ (No Cents) From To LINE ITEM BOARD OF SUPERVISORS °SEB 216 2003 OR&Effc k'AAIA Clerk of the Board 25 County Center Drive Oroville CA, 95965 Re: APN 056-360-035; Ingress/Egress rights across a recorded 1 -foot no access strip Dear Clerk of the Board, I would like to request rights for an ingress/egress along Forest Ranch Rd. The reason for this request is due.to the power line easement and the 150 ft building requirements. With these requirements it only leaves me with one location 'to build my house. The house has to face Forest Ranch Rd due to all of the easements. That is why we are submitting this request for ingress/egress off of Forest Ranch Rd. On January 22, 2003 I, Brandon Doss, applied for an encroachmeat permit: On January 26, 2003 I received a call from G. Hightower stating that he could not find the location of the drive way. On that same day I went up to Forest Ranch Rd and marked the driveway, which was discussed with Mr. Hightower, with stakes and paper marked 4910, which is the address Mr. Hightower, provided me with. On January 28, 2003 I received, by mail, the encroachment permit. The permit number is 030097E signed by Robert Jones. After receikving the, permit vm prod patting the driveways in. A week later Robert Jones left a message on my answering machine stating there was a problem with the encroachment permit Currently the driveways are grated.. The work was completed before I received the message from Robert Jones. Thank you for taking the time to look into this matter. If you have any questions please contact me at 864-2584. Sincerely, Brandon Doss cc. Mike Crump, Director of Public Works TZEPORT TO THE BOARD Summary of Request: Brandon Doss has requested permission to cross the one -foot no access strip, deeded to the County of Butte in conjunction with the recording of the Koenig Parcel Map (139 PM 63/65). This Parcel Map also has requirements that the driveway for this parcel be located within the southerly 50% of the parcel and access Contentment Lane. Changing this requirement would require approval, by the Development Review Committee (DRC), of an amended Parcel Map or Certificate of Correction to amend a map condition. Public Works has reviewed the proposed driveway locations on Forest Ranch Road and determined they would be able to conform to County Standards provided that the owner be required to remove brush on both sides of each driveway for traffic sight distance and maintain this area to insure adequate sight distance. Action Requested: Either of the following actions would be appropriate: 1) Deny the request to cross the 1 foot no -access strip on Forest Ranch Road for two new driveways, finding that the map conditions preclude direct access to Forest Ranch Road and require the driveway to the parcel to be located within the southerly 50% of the parcel and access Contentment Lane. JR 2) Approve the request to cross the 1 foot no -access strip on Forest Ranch Road for two new driveways subject to the following conditions: A) The property owner apply for and obtain approval from the Development Review Committee (DRC), for either an amended Parcel Map or Certificate of Correction to amend a map condition, deleting the requirement. in Note 13 "The driveway to serve parcel 1 shall be located within the southerly 50% of the parcel frontage on Contentment Lane." B) The property owner obtain an Encroachment Permit from Public Works for the new driveways on Forest Ranch Road, with a condition that he remove brush on both sides of each driveway for traffic sight distance and maintain this area to insure adequate sight distance. NorthStzir ENGINEERING Civil Engineers • Surveyors May 27, 2003 'COP County of Butte LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, Ca. 95969 Attention: Stu Edell Re: Certificate of Correction to Amend a.Map Condition AP 056-360-035 for Bandon Doss Dear Stu, We are proposing a Certificate of Correction to Amend a Map Condition for Parcel 1 of the parcel map filed in Book 139 of Maps, at Pages 63-65. The proposed amendment is in regard to note #13 on sheet 3 of said map. Said note reads "The driveway to serve parcel 1 shall be located within the southerly 50% of the parcel frontage on Contentment Lane." We request that said note be deleted. Recently the Board of Supervisors approved the crossing of the one -foot no access strip on Forest Ranch Road for said Parcel 1 therefore opening up the availability for a homesite off of Forest Ranch Road in the northerly portion of said parcel, which the property owner would prefer. Attached is a copy of said Book 139 of Maps, at Pages 63-65 and a copy of your e-mail discussing the proposed map condition change. After your review please call Jim Herrick or me to discuss any questions or comments and the providing of documentation authorizing the proposed change so that we may proceed. Sincerely, NORTHSTAR ENGINEERING Rick Rodriguez (CcBrandon Doss 22±1.4 Moyer Lane Chico![C�'Aj9Sr9 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530.893-1600 FAX -893-2113 PLAN REVISI011T Please complete the following information in order to process your submittal. If this form is not complete, corse and legible. it may cause a delay in processing. Owner's Name: � �JcJ Received B Date: � J 04 4 A.P. T: -0Q Permit 1• ContactPhoneNura er. 01 q. --(DZ f - _ Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering O Plan Revisioa ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By P Ian's Examiner- Examiner's Name: ❑ Other: if you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla; review. If engineering is involved in this revision, the engineer must put his requirements on these drawings M stamp and siga.thq drawings. include two. (2) sets of wet signedengineering. Revised drawings roust clean shop When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with nest inspection. and hold for pickup at the' ❑ Chico Office ❑ Oroville Office Revised Plan Check Fee: ❑ 546.00 Receipt t: ❑ Additional Fees Not Require( Additional fees may be due based upon complexity and time lavolved to process this submittal Additional Fees: Receipt #: ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.html 0 NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE Phone 530 538-7157 Ext. 2016 Permit Number O 3 0 0 9 7 E District / l APPLICATION I / WE; the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and hi was all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Name: 1 a. Company Name: a 2. Address: 3. Phone: _ 4. Assessor's Parcel Number . ; j 3^oo 5. Location of Work to be Done co1. a a/HE'i7 Apprerk °tom C®o n'tckl m eni Ln - 6 Applicant's Signature 7. Date: — —d CONTRACTOR'S INFORMATION 8. Contractor's Name p 9. Address 10. Phone: 11. Fax: 12. Contractor's License Number. 13. Certificate of insurance: yes ❑ No: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter. ❑ Sidewalk: ❑ 17. Driveway (List Type): S _ 3 18. Other. PERMIT GRANTED In compliance with the above request, and subject to all terms, conditions (including those on page 2 of this permit form) and special conditions written below, permission is hereby ted. 19. Conditions Underground Service Alert .S.A. must be notified two working days prior to any excavation. 800-227-2600 20. 12 All work shall conform to accompanying: Detail N Plans ❑ Special Conditions ❑ 21. Date Issued //� g as Expiration Date: 22. � ��z 8 r4 23 Surety CS Mike Crump, Director of Public Works By: .26w6elr - - ** Note: If permits are faxed to any number besides (530) 5384356, they can be delayed up to one0week. Page 1 of 2 General Conditions — See Page 2 December 12, 2003 Glen Doss Construction P.O. Box 502 Forest Ranch, CA 95942 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-360-035 Building Permit Number: 03 -0045 -Brandon Doss 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: None STR,fJCTURAL COMMENTS: ave your engineer address note 10 on Truss T9. ;Have your engineer address note 13 on Truss A10. ;/ Have your engineer provide a letter that he has reviewed the latest set of trusses and they conform to /is design. Provide documentation from the truss company's engineer or the project engineer verifying that the latest set of trusses has been designed to accommodate the additional loading from the fire sprinkler system. 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 Linda. 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. 4inda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Mike Hubley, P.E. 1 of 1 July 22, 2003 Glen Doss Construction P.O. Box 502 Forest Ranch, CA 95942 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-360-035 Building Permit Number: 03 -0045 -Brandon Doss 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: tanning and Land Development must still sign off on the location of the house and driveway, etc. STRUCTURAL COMMENTS: Per my last letter, provide continuous support for the T4 truss as specified on the truss detail. A beam may be required along the right side of the covered front entry to provide continuous bearing. 9Per my last letter, note 11 on truss T9 requires the hangers to be designed by the building designer. Please have the engineer specify hangers if necessary. Your response indicates that this load is for the furnace mount but the plans indicate that the fiu-nace will be supported by the T4 and T5 trusses. Please clarify. Truss T7 ,does not agree with the truss layout. Please coordinate the layout and trusses and check the span at the front porch. muss 10B is not shown on the truss layout. Provide new layout sheet showing location of the 1013 truss. Per my last letter, please coordinate beam, header, and post sizes on the floor plan and roof framing where they do not agree. lease provide 2 sets of complete and correct trusses. 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 Linda. 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. Linda Simpson Plans Examiner cc: Mike Hubley, P.E. Philo Hunt, P.E. Plan Check Engineer 1 of I -5f'f 'o S RESPONSE FOR PLAN CHECK LETTER OATEO PLAN M N RESPONSE BY: LOCATION ON PLANSICALCS: ... .. rvsf� CO ENTS: �4 tl�f G`.. C-6�vt�JU �O VA Nn t -v\ I -c sz \Ad 0 U,_e V, r c vt W q PLAN CHECK REM N -- RES=SEBY LOCATION ON PLANS/CALCS: COMMENTS: o V C- S T` a S L S k -.N rd s QC 4 PLAN CH M N RESPONSE BY: /LOCATION ON P CS: COMM L TG �'E- (y! /L a w� ' " u �^ P% V✓L Uv v L W PLAN CHECK ITEM N RESPONSE Y: LOCATION ON PLANS/CALCS: COMMENTS: l T IS n 00.4 CA- Y0.+ -,r,.)'5-5 e --w PLAN CHECK ITEM N RESPONSE BY: LOCATIONONPLANS/CALCS: COMMENTS: 0. y- U t S -co i2cA PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANSICALCS: COMMENTS: TI 6L "C -2 0-2 \J ACU 10 Cl -r 6 L r a PLAN CH N RESP NSE BY: C�1 ' V ZSb LOCATPLANS/CALCS: ION O 5 �t'7154 �l COMME S: A.+� 22 i� , b0 ' d VLS = LO t0-vo-uec M03 18: 53 9259341518 WCGA r ' HAUL b4 +' In order to expediw t� cwkra► MAN REV W- UPON FORM two form to nos oulow r to 14%M Your l d4j�m ram rc�ouea to�min aiON oeot4 Were impdbo aA�et�'Ab;pot:oo�oddetmd a q �'�0°b• A oro i�rm�dor mw aa`QM+ I%S&fI3$QRS PARCEL NUMbeR PSNXA - f RESPONSE MR PLAN CHECK LET KR DA O., . • • •- , ... USS C.e�-QLS' . wn F 2 this form is ak comfit . as to� .mac � P E � �3Et �� �d � to evety Etar B as E WO A& be We to i yi>Lur a0-aesbffit .this t° �13b J Eta vv � Is lwc Co dered a vaaFEd rmwmft � t�e� �� Evc�ei®� wiCit THN FMX TOgma be found ca • �1'1 OWNERS �AM AND S IV nSSESSOR� PARCEL NUMBS PERM NUMgE�p L�� �- 3-p o -�--``. Z/,s" 77MTf�jTER OATEd PLkN CIiECiC FIMEM 19 RESPONSEY: LLOCANL <34L F COMMENTS: ��l el PLAN CHECK ITEM 4 RESPONSE BY: LOCATION ON PEANS/CALCS: - `� 17 1 . PLAN CHECK iCEtIg f r Ftt;SPONS(m 8'y: LOCATION. QAL PIAtVSSCS�I.C�: CUM MENTS: y ,fi/ � � (•_� Q 1 iPO[NSE BY. June 19, 2003 Glen Doss Construction P.O. Box 502 Forest Ranch, CA 95942 r Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-360-035 Building Permit Number: 03 -0045 -Brandon Doss 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. ON -STRUCTURAL COMMENTS: W/Per my last letter, all permits taken after November 1, 2002 must refer to the new editions of tie codes, your plans refer to the old. Please revise this. he orientation of the house is still incorrect. The front faces north, not west. Please match o up the orientation of the windows with the way they are facing. You have the glazing areas for east and west reversed. Please revise the energy calculations so that all aspects of them are correct. 3 Planning and Land Development must still sign off on the location of the house and driveway, etc. STRUCTURAL COMMENTS: a/ 1. Provide drag truss at the T2 location as specified on the roof framing plan. 2. The T3 and T8 drag trusses provided are not shown as drag trusses on the roof framing plan. Are they necessary? (D Provide continuous support for the T4 truss as specified on the truss detail. A beam may be required at the opening to provide continuous bearing. ✓4. Truss T9 is designed to support the mechanical unit of the furnace. The roof framing plan indicates that the furnace will be installed over the kitchen. Please coordinate. : �5 Note 11 on truss T9 requires the hangers to be designed by the building designer. Please have the engineer specify hangers. 6. Truss T9D should be a drag truss. Please provide. i 7. It appears the truss T9GE should have the same span as truss T9. Please check. 8. Please provide a footing schedule or show footing sizes on the foundation plan. Please coordinate beam, header, and post sizes on the floor plan and roof framing plan where they do not agree. 1 of 2 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 Linda. 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. Linda Simpson Plans Examiner cc: Mike Hubley, P.E. Philo Hunt, P.E. Plan Check Engineer 2 of 2 In order to expedite the review yow rLAN REVIEW RESPONSE FORM pWK please oompleta ,lam W cmation and mttun ws wtb this form is not oomplet as to an eort won hems. aro Will not be able to t your requbmittal for vi w "POI"POIto every item requested in our plan mteWon letter. -By odwe is not conddered a valid Iyaor response to each item and the loadOu ahem 6e in& madon an be found an the plandala. e0�o •`Ply ATTACH TM FORM TO A COPY OF YOUR PION RVjXW LETTER AND RETURN WEM MUM ANOWNERS NAME _ . .. _. _ .. ... _ ._ _ .... _. ....... DATE: • • 8rc� n ) >1 v e ASSESSORS PARCEL NUMBER PERMIT NUMBER v3 Y 03_�js RESPONSE FOR PLAN CHECK LETTER DATED: 4. PLAN REVIEW RESPONSE FORM In order to expedite the review YOU pWK PWM ooa4we tho W rmation sad !+alum this Lo this form is not ootnplett; u to all conecdoa itjow aro will a& be able t your te•tubmtttal naith response to every item requested is our plan cortwdon letta. efothoW. Is not consideM a vad r'dN�'t►• response to each item sad the loca ion where the indormadon an befouad on the plain/ a 0 • ` Pfe� ATTACH TM FORM TO YOUR P A COPY OR YOLAN REVIEW LETTER AND RETURN WITH ANiD rNERS NAME . _. .. -.. ... - ..- .... _. ....... DATE: J•� SE FOR PLAN CHECK LETTER OA fiEM RESPONSE BY: -- - LOCATION ON P WRALC, �q2�'7� RESPONSE FOR PLAN CHECK LETTER OATEO: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: S � l�ll/1Ci/ COMMENTS: PLAN CHECK REM N RESPONSE BY: A 0/ LOCATION ON PLANS/CALCS: COMMENTS: 5 Tiv PLAN CHECK REAM 0 7 RESPONSE BY: LOCATION. ON PLANS/CALCS: COMMENTS: r rS 5�lr �+ PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ^ l G e e1 PLAN CHECK ITEM 00 1 RESPONSE�B.,Y:: / V W VL',/ LOCATION ON PLANS/CALCS: COMMENTS: s5 e. w, -e PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK REM N RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: b0'd vl-G:LO To-b0-Uec • /, February 10, 2003 Glen Doss Construction P.O. Box 502 Forest Ranch, CA 95942 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-360-035 Building Permit Number: 03 -0045 -Brandon Doss 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. ON -STRUCTURAL COMMENTS: 1. Your Parcel Map call out a 1 -foot no access strip along Forest Ranch Rd, and states that your driveway must be in the southern 50 % of the parcel off of Contentment Lane. Please revise the plot plan to comply with all Parcel Map requirements. Fire sprinklers are required in this house. Please apply for this permit. The house will not be issued without the sprinkler permit. We charged you for a woodstove, is there one? If so, where? All permits taken after November 1, 2002 must refer to the new editions of the codes, your plans refer to the old. Please revise this. 05. The orientation on your energy calculations is incorrect. Also, the exterior door in the master bath was not calculated in the energy calculations. If there is glass in this door, it must be included also. Please revise the calculations with the correct orientation. Please include the window in the garage on the left elevation. STRUCTURAL COMMENTS: el' Please provide documentation from the engineer stating that he has reviewed the truss package and that it conforms to his design. he floor plan indicates that the T3 and T4 trusses should cantilever over the rear porch. The truss details provided bear on the porch eaves. Provide adequate porch beams to support these trusses or provide cantilevered truss details. Revise the T5, T6, and T7 truss details to accommodate the 3 -foot front porch overhang as specified on the plans. 4 --Provide adequate support for the interior bearing point of truss T8 or provide a revised truss detail to match the plans. --5!i'lease revise the truss layout sheet to show locations of trusses TIOA and T1OB. 1 of 2 e,6"Prbvide detail for truss T10. It is shown on the layout sheet but not provide in the truss ackage. 7 rovide drag trusses as specified on the roof plan. rovide a truss to accommodate the mechanical unit in the attic. . Please review all trusses and submit.2 correct truss.packages. 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 Linda. 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. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Mike Hubley, P.E. COUNWOF BUTTE - DEPARTMENT OF DEVELOPME RVICES - BUILDIN DIVISION 7 County Center Drive Oroville, �Gr`ifornia 95 •Telephone (530) 5 -7541 LL� o (Rev..12/96) APPLICA�'ON AND PERMIT ®���✓.'J ASSESSOR PARCEL NUMBER O - 3 VV] ZONING BUILDING PERMIT p 4`e,ti�bn � c,cr L`� S� HONE SO. FT. OCC. BUILDING VALUATION X321 � -% OwI NG AD (. �t J MRA ITS E TELEPHONE CG TGRS MA2ArD^D�SS V,` cu.. CONSTRUCTION LENDER , Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ Lo ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 13-0 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ O _ BUILDING ADDRESS 11 Energy Plan Checking Fee $ Ir PERMIT FEE $cj LAT NO. SUBDNNAME PCEL MAP ARISIONS PLUMBING PERMIT Fling Feer 20.00 USEOFSTRUCTURE SF'% Duplex ❑ Mobilehome ❑ Other sPEclvr Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: C C f` �1 C t i fes' n���^�� �D coINA r-oP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION - I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license I •�R-full jf ce and effect. License Class "' 1 Lic. No. 2� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (rhe 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 foIhwi h comp h those provisions. X _ Date 1 �" 2O ` ® 3_ Signature of Applicant - ❑Owner Contractor ❑Agent An OSHA permit is required for excava ions over 5'0" deep and demolition or construction of structures over s ri IIQ ' Main Service 200A TO I000A 46.00 NEW CONST. DWELLNCs0 3.50 so' OR ADONS. ( DW: ACG OCUP. C. S. N N-RESDT OUTLETITS @7,50 POWERAPPARATLIS ITN. SINGLE OUR Er CIR. OUTLET OR FIXTURES 20 @ I'00 Ex. Occup.BAL @ .50 Ex. Occup. UTIFrs REESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 23 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL PD HD 6SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate ova r which fees have been paid. By Date PERMIT EXPIRES ON O 1 1 0,A) Receipt No. IPW__ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT e, Verticaffechnology er Engineering 383 Rio Undo Ave Suite 200, Chico, CA 95926 ech Ph. (530) 899-8716 Fax (530) 899-1102 Email MDHPE@cs.com Structural Calculations Client: Evergreen Development, Scott Jackson Project: Doss Residence Location:. Forest Ranch. CA oS _00 4�� L1 ` r F fl I,. '41 �� Attention: This engineer is not responsible for on site inspection to assure compliance with the standards, sizes, materials, or workmanship specified herein. This engineer is not responsible for any structural element or system not specifically noted in this set of specifications unless authorized in writing by this engineer. Workmanship is to be of the highest quality and in all cases follow accepted construction practice, the latest edition of the Unform Building Code, and local building department standards. �/ L.,,�:-7 VERTECH ENGINEERING PROJECT: 11/5/02 STRUCTURAL NOTES 1. GENERAL A) ALL WORK SHALL CONFORM TO THE 1997 UBC AND ALL APPLICABLE LOCAL CODES. B) THE ENGINEER (VERTECH ENGINEERING) IS RESPONSIBLE FOR THE STRUCTURAL ITEMS IN THE PLANS ONLY. SHOULD ANY CHANGES BE MADE FROM THE DESIGN AS SPECIFIED IN THESE CALCULATIONS WITHOUT THE WRITTEN APPROVAL FROM THE ENGINEER, THEN THE ENGINEER WILL ASSUME NO RESPONSIBILITY FOR ANY ELEMENT OR SYSTEM OF THE STRUCTURE. C) THE DRAWINGS AND CALCULATIONS REPRESENT THE FINISHED STRUCTURE, AND, UNLESS SPECIFICALLY NOTED OTHERWISE, DO NOT SHOW THE METHOD OF CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR THE METHOD OF CONSTRUCTION, AND SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE PUBLIC, CONSTRUCTION WORKERS, AND THE STRUCTURE DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE FORMING, SHORING, BRACING, SCAFFOLDING, ETC. D) IF A PARTICULAR FEATURE OF CONSTRUCTION IS NOT FULLY SHOWN ON THE DRAWINGS OR IN THE CALCULATIONS, THEN IT SHALL BE CONSTRUCTED IN THE SAME CHARACTER AS SIMILAR CONDITIONS THAT ARE SHOWN ON THE DESIGN DOCUMENTS. E) ANY CONDITIONS NOTED AS EXISTING MUST BE FIELD VERIFIED BY THE CONTRACTOR, AND ANY DISCREPANCIES MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER WITHOUT PROCEEDING WITH CONSTRUCTION PRIOR TO THE REVIEW OF THE ENGINEER. F) ALL WATER PROOFING AND FLASHING (ROOFS, FOUNDATIONS, GARAGE FLOORS, ETC...) IS THE RESPONSIBILITY OF THE CONTRACTOR OR OWNER. 2. SITE WORK / FOUNDATIONS A) ASSUMED MAXIMUM SOIL BEARING = 1000 PSF PER UBC TABLE 18-1-A. B) BUILDING SITE IS ASSUMED TO BE DRAINED AND FREE OF CLAY OR EXPANSIVE SOIL. ENGINEER HAS NOT MADE A GEOTECHNICAL REVIEW OF SITE, ANY OTHER CONDITIONS ENCOUNTERED MUST BE BROUGHT TO THE ATTENTION OF THE ENGINEER. C) THESE CALCULATIONS ASSUME STABLE, UNDISTURBED SOILS AND LEVEL OR STEPPED FOOTINGS. ANY OTHER CONDITIONS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE CONSTRUCTION OF THE FOUNDATIONS. D) ALL FOOTINGS INCLUDING RETAINING WALL FOOTINGS, SPREAD FOOTINGS, WALL FOOTINGS, AND GRADE BEAMS SHALL BEAR ON UNDISTURBED SOIL WITH A FOOTING DEPTH BELOW FROSTLINE. (12" TO 24" AS PER LOCAL REQUIREMENTS) E) BOTTOM OF ALL FOUNDATION TRENCHES SHALL BE CLEAN AND LEVEL. F) ALL FINISHED GRADE SHALL SLOPE AT A MINIMUM SLOPE OF 2% AWAY FROM ALL FOUNDATIONS A MINIMUM OF 10 FEET HORIZONTAL. G) FOUNDATIONS SHALL NOT BE SCALED FROM PLAN OR DETAIL DRAWINGS. H) FILL MATERIAL SHALL BE FREE FROM DEBRIS, VEGETATION, AND OTHER FOREIGN SUBSTANCES. USE 4" DIAMETER PERFORATED PIPE SUB -DRAIN BEHIND ALL RETAINING WALLS. SLOPE PIPE TO DRAIN TO DAYLIGHT. I) FOR FOOTINGS ON OR ADJACENT TO SLOPES, A GEOTECHNICAL ENGINEER MUST APPROVE FOOTING PLACEMENTS IN VIOLATION OF FIGURE 18-1-1 OF 1997 UBC. THIS ENGINEER SHALL NOT BE LIABLE FOR ANY FOUNDATION NOT IN STRICT CONFORMANCE TO SECTION 1806.5 OF THE 1997 UBC. 4. CONCRETE / REINFORCING A) CONCRETE SHALL HAVE A MINIMUM 28 DAY STRENGTH OF 2,500 PSI U.N.O. C) ALL CEMENT USED SHALL CONFORM TO ASTM C-150 AND SHALL BE TYPE II OR TYPE III LOW ALKALI. D) AGGREGATE SHALL CONFORM TO ASTM C-33 AND SHALL NOT CONTAIN MATERIALS WHICH ARE ALKALI REACTIVE AS DETERMINED BY ASTM C-227,289, AND 295. IF TEST DATA IS UNAVAILABLE IN REGARDS TO ALKALI REACTIVE MATERIALS, PROVIDE CEMENT WITH A MAXIMUM ALKALI CONTENT LESS THAN 0.45% BY WEIGHT. E) CONCRETE EXPOSED TO FREEZING OR THAWING SHALL BE PROTECTED IN ACCORDANCE TO THE LATEST EDITION OF THE ACI CODE AND UBC APPENDIX, CHAPTER 19. F) SLABS ON GRADE SHALL BE PER THE CONTRACTOR. VERTECH RECOMMENDS THE FOLLOWING AS A SUITABLE SLAB -ON -GRADE: AT GARAGE SLABS, USE 4" THICK S.O.G. WITH #3 BARS AT 15" O.C. EACH WAY ABOVE MID -DEPTH OF SLAB OVER 2" SAND, OVER MOISTURE BARTER, OVER 4" AGGREGATE BASE. USE 3-1/2" SLAB WITH #3 AT 15" E.W. ABOVE MID -DEPTH OF SLAB, OR 6X6 WWF ABOVE MID -DEPTH OF SLAB WITH SAME SUB -SLAB BUILDUP AT ALL OTHER AREAS. G) SAW -CUT TOP %" OF SLAB FOR CRACK CONTROL AT INTERVALS NOT TO EXCEED 20'-0" WHERE SLAB IS REINFORCED, SAW CUT AT INTERVALS NOT TO EXCEED 7'-0" WHERE SLAB IS UN -REINFORCED. I) REINFORCEMENT COVER SHALL BE AS FOLLOWS: CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO SOIL: 3" CONCRETE WITH SOIL OR WEATHER EXPOSURE: #5 BARS AND SMALLER 1 M." #6 BARS AND LARGER 2" CONCRETE WITHOUT SOIL OR WEATHER EXPOSURE: %" J) REINFORCEMENT SHALL BE GRADE 60 PER ASTM A615 U.N.O. LAP REINFORCING 40 BAR DIAMETERS U.N.O. K) #5 AND LARGER REBAR SHALL NOT BE RE-BENT. L) ALL REINFORCING STEEL AND ANCHOR BOLTS SHALL BE ACCURATELY LOCATED AND ADEQUATELY SECURED IN POSITION BEFORE AND DURING CONCRETE PLACEMENT. z VERTECH ENGINEERING PROJECT: 11/5/02 5. MASONRY A) CEMENT MASONRY UNITS SHALL CONFORM TO UBC STANDARD 21-4, GRADE N, TYPE I, AND SHALL BE SINGLE OR DOUBLE OPEN END BOND BEAM UNITS. B) F'm MIN SHALL BE 1,500 PSI WITH COMPLIANCE VERIFIED AS REQUIRED PER UBC SECTION 2105.3. C) EACH CELL SHALL BE COMPLETELY FILLED WITH GROUT CONFORMING TO ASTM C279 TYPE S WITH A MINIMUM STRENGTH OF 2,000 PSI. D) LAP REINFORCING THE GREATER OF 60 BAR DIAMETERS OR 2'-0". - E) LOCATE ANCHOR BOLTS WITHIN 2" OF THE CENTER OF A CELL. 6. FRAMING/LUMBER 6-1 MATERIALS:, A.) SHEATHING: 1. ROOF SHEATHING: SEE PLANS 2. FLOOR SHEATHING: SEE PLANS 3. WALL SHEATHING: SEE PLANS B.) GLUE -LAMS: GLUE -LAMS SHALL BE 24F -V4 U.N.O. WITH A CAMBER OF R=1600' U.N.O. GLUE -LAMS EXPOSED TO WEATHER MUST BE RATED FOR EXTERIOR USE BY THE MANUFACTURER. GLUED LAMINATED FABRICATON SHALL BE PERFORMED IN AN APPROVED FABRICATORS SHOP IN ACCORDANCE WITH UBC 1701.7 AND UBC 2304.4.3. BEAM INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE FIELD INSPECTOR PRIOR TO COMPLETION OF FRAME INSPECTION IN ACCORDANCE WITH UBC 1704.6.2. C.) MICRO -LAMS: MICRO -LAMS (LAMINATED VENEER LUMBER) SHALL HAVE FB = 2800 PSI & FV = 285 PSI MIN., AND SHALL BE MANUFACTURED, APPROVED AND IDENTIFIED AS PER NER-481 D.) SILL PLATES: SILL PLATES SHALL BE PRESSURE TREATED DOUGLAS FIR WITH 1/2" DIAMETER ANCHOR BOLTS AND 2"X 2"X 3/16" PLATE WASHERS LOCATED AT 4'-0" O.C. MAX. WITH ONE BOLT LOCATED V-0" MAXIMUM FROM EACH END OF EACH PIECE. E.) FRAMING LUMBER: ALL FRAMING LUMBER SHALL BE DOUGLAS FIR LARCH AS GRADED BY THE W.W.P.A. OR W.C.L.I.B. AND SHALL HAVE A MOISTURE CONTENT LESS THAN 19%, U.N.O. 1. STUDS SHALL BE STUD GRADE OR BETTER. 2. ALL POSTS SHALL BE DF -L #1 U.N.O. 3. 2X AND 3X RAFTERS SHALL BE DF -L #2 U.N.O. 4. 2X JOISTS SHALL BE DF -L #2 U.N.O. 5. CONCEALED BEAMS SHALL BE DF -L #2 6. EXPOSED BEAMS SHALL BE DF -L #1 APPEARANCE GRADE FOHC (4X6 AND LARGER) F.) NAILS: ALL NAILS SHALL BE COMMON U.N.O. WHERE EXPOSED TO WEATHER OR WITHIN 18" OF FOUNDATION, NAILS SHALL BE GALVANIZED. G.) BOLTS AND LAG SCREWS: BOLTS AND LAG SCREWS SHALL BE ASTM A-307 U.N.O. AND PROVIDED NEW AND WITHOUT EXCESSIVE RUST. H.) ALL HARDWARE CALLED SHALL BE SIMPSON STRONG TIE CO., OR ENGINEER APPROVED EQUIVELANT, INSTALLED PER MANUFACTURER'S RECOMMENDATIONS WITH ALL HOLES FILLED WITH RECOMMENDED FASTENERS 1.) MANUFACTURED "I" JOISTS: MANUFACTURED I JOISTS (SUCH AS TRUSS JOISTS) SHALL BE INSTALLED PER THE MANUFACTURES RECOMMENDATIONS USING A DEFLECTION LIMIT OF U480 U.N.O. USE A MANUFACTURED 1-1/4" RIM BOARD (SUCH AS TIMBER STRAND) WITH ALL "I" JOISTS. USE A DOUBLE RIM OR 1 % LVL RIM AT ALL LOCATIONS WHERE LEDGERS ARE USED (SUCH AS DECK LEDGERS). 6-2 GENERAL FRAMING A.) MINIMUM NAILING: MINIMUM NAILING SHALL BE PER 1997 UBC TABLE 23 -II -B-1. B.) LARGER MEMBERS: ALL FRAMING MEMBERS SPECIFIED IN THESE CALCULATIONS ARE MINIMUMS, LARGER MEMBERS MAY BE SUBSTITUTED AT CONTRACTORS OPTION. C.) SHRINKAGE: CARE SHALL BE TAKEN TO ALLOW FOR EFFECTS OF SHRINKAGE WHICH COULD CAUSE SETTLEMENT OF ROOF AND OR FLOORS AND COULD LEAD TO FAILURE OF ASSOCIATED FRAMING MEMBERS. THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT FRAMING FROM THE EFFECTS OF SHRINKAGE. 6-3 BEAM FRAMING A.) BUILT UP BEAMS: ALL BUILT UP, LAMINATED DOUBLE OR MULTIPLE 2X JOISTS AND BEAMS SHALL BE NAILED TOGETHER WITH 16d NAILS AT 6" O.C., T&B U.N.O. B.) DOUBLE JOISTS: PROVIDE DOUBLE FLOOR JOISTS UNDER PARTITION WALLS RUNNING PARALLEL TO JOIST SPAN AND UNDER ALL LOCATIONS WHERE TUBS MAY BE LOCATED. ADEQUATE SUPPORT SHALL BE PROVIDED FOR ALL OTHER EQUIPMENT OR FURNISHINGS WHICH MAY NOT BE SHOWN ON THE STRUCTURAL DRAWINGS INCLUDING BUT NOT LIMITED TO: HOT WATER HEATER, STOVE, REFRIGERATOR, OVEN, FIRE PLACE ENCLOSURES, WOOD BURNING STOVE, ETC... C.) BLOCKING: PROVIDE SOLID BLOCKING IN JOIST FRAMING ABOVE ALL SUPPORTS AND MIDSPAN OF JOISTS SPANNING GREATER THAN 10'-0" VERTECH ENGINEERING PROJECT: 11/5/02 6-4 POSTS/TRIMMERS A.) SUPPORT: SUPPORT ALL UPPER LEVEL POSTS AND TRIMMERS IN LOWER LEVELS WITH EQUIVELANT FRAMING AND BLOCK OR OTHERWISE FRAME POSTS THROUGH FLOOR SYSTEMS. B.) WHERE POSTS WITH COLUMN CAPS OR BEARING PLATES ARE SPECIFIED, THE LOAD IS TO BE TRANSFERRED TO THE FOUNDATION BY VERTICAL GRAIN ONLY, U.N.O. 6-5 WALL FRAMING A.) DOUBLE TOP PLATE SPLICES: SPLICES AND JOINTS IN DOUBLE TOP PLATE OF STUD BEARING WALL SHALL OCCUR AT THE CENTER LINE OF SUPPORTING STUD TOP PLATE SPLICES OF STUD WALLS SHALL BE 48" LONG WITH (12) 16d SINKERS EACH SIDE OF EACH SPLICE U.N.O. WHERE SPLICE IS INTERUPTED, USE ST6224 STRAP U.N.O. B.) FIRE BLOCKS: FIRE BLOCK STUD WALLS AT MID -HEIGHT WHERE STUD LENGTH EXCEEDS 8'-0" C.) MIS -PLACED ANCHOR BOLTS: WHERE ANCHOR BOLTS HAVE BEEN INCORRECTLY PLACED, USE HILTI QWIK- BOLT II OF SAME DIAMETER WITH EMBEDMENT IN CONCRETE AND INSTALLATION PER MANUFACTURERS RECOMMENDATIONS AND CURRENT ICBO REPORT. D.) CRIPPLE WALLS: CRIPPLE WALLS SHALL BE A MINIMUM OF 14" IN HEIGHT. FOR LESSER HEIGHTS, STACK 2X PLATES (AND SHIM AS REQUIRED). E.) NOTCHED OR CUT STUDS: NOTCHED AND/OR CUT STUDS TO CLEAR ANCHOR BOLTS ARE NOT ALLOWED. STUDS SHALL HAVE FULL BEARING TO THE FOUNDATION PLATE. F.) LET -IN BRACES: LET IN BRACES SHALL NOT BE USED FOR TEMPORARY BRACING ON ANY WALL FRAME. STEEL STRAPS WHICH DO NOT REQUIRE THE CUTTING OF STUDS ARE AN ACCEPTABLE ALTERNATIVE. 6-6 CONNECTIONS A.) HOLES FOR THROUGH BOLTS SHALL BE DRILLED 1/16" OVERSIZE. B.) ALL BOLTS, NUTS, AND LAG SCREWS SHALL BE PROVIDED WITH FLAT OR MALLEABLE WASHERS WHERE BEARING AGAINST WOOD. C.) ALL BOLTS AND LAG SCREWS SHALL BE TIGHTENED UPON INSTALLATION AND RE -TIGHTENED BEFORE CLOSING IN OR AT COMPLETION OF JOB. D.) LAG SCREWS SHALL BE SCREWED, NOT DRIVEN, INTO PLACE. 7. DESIGN LOADS A) ALL DESIGN LOADS ARE PER UBC CHAPTER 16, DIVISIONS I, 11, 111, AND IV U.N.O. B) ROOF LIVE LOAD/SNOW LOAD: 35 PSF C) SEISMIC ZONE: 3 D) WIND SPEED: 75 MPH EXP B PROJECT DOSS VERTECH ENGINEERING PAGE ENGINEER AJ- DATE L1/0 DESIGN OF Ge�rnt,-rcal L-0G1tl5 ro0T ISL wall DL 3S Ps V-00-(�n9 �Q0 oy rvv rig ins cei 1 cin w�•`5 �. . ��� �,�n�► r. Ma cc (3c)+0f+2��1.12�1co s-�� +35ps'�4 P ---cam 10 S, O 0 PROJECT n OSS VERTECH ENGINEERING PAGE ENGINEER / �� DATE L DESIGN OF Lateral L i ,-f,- Lo. n o H 1997 UBC Wind Loads VerTech Engineering (UBC CH16 DIV III) Project: Doss Residence Date: 11/4/2002 Comments: Wind Speed: 75 mph Exposure: B Q One Story or Partially Endosed Multi-StoryStructUre Primary Frame Method A Importance: Elevation Elevation Elevation 15 20 25 Windward Wall 7.2 7.8 8.3 Leeward Wall -4.5 -4.8 -5.2 Roof Leeward or Flat Roof -10.8 -11.6 -12.5 Windward Roof Slope <2:12 -10.8 -11.6 -12.5 2:12 to <9:12 -12.6 2.7 -13.6 2.9 -14.6 3.T- 9:12 to 12:12 3.6 3.9 4.2 >12:12 6.3 6.8 7.3 Wind Parallel to Ridge -10.8 -11.6 -12.5 Method B On Vertical Projected Area Structure <= 40' High 11.7 12.6 13.5 Structure >40' High 12.6 13.6 14.6 Wall Elements All structures 10.8 11.6 12.5 Enclosed and Unenclosed Structures -10.8 -11.6 -12.5 Partially Enclosed -14.3 -15.5 -16.7 Parapet Walls -11.7 11.7 -12.6 12.6 -13.5 13 5 Roof Elements Enclosed and Unenclosed Structures Slope <7:12 -11.7 -12.6 -13 5' 7:12 to 12:12 -11.7 11.7 -12.6 12.6 -13.5 13.5 Partially Enclosed Slope <2:12 -15.2 -16.5 -17.7 2:12 to 7:12 -14.3 7.2 -15.5 7.8 -16.7 8.3- >7:12 to 12:12 -15.2 15.2 -16.5 16.5 -17.7 17.7 Elements and Components in areas of discontinuity Wall Corners -13.5 10.8 -14.5 11.6 -15.6 12.5 Roof Eaves, rakes or ridges without overhangs Slope <2:12 -20.6 -22.3 -24.0 2.12 to 7:12 -23.3 - -25.2 -27.1 >7:12 to 12:12 -14.3 -15.5 -16.7 Slope <2:12 at overhangs, canopies -25.1 -27.1 -29.2 1997 UBC Static Seismic Forces VerTech Engineering Project: Doss Residence Comments: Date: 11/4/2002 Units: Kips & Feet (UNO) Zone = 3 STORY HT Soil type = Soil Profile Types I = 1 Importance Factor Table 16-K R = 5.5 Overstrength and Ductility Factor Table 16-N or 16-P Ca = 0.36 Seismic Coefficient Table 16-Q Cv = 0.54 Seismic Coefficient Table 16-R hn = 12 HEIGHT TO ROOF) Ct = =.020 r -0R ALL OTHERS Lvl TA = Ct(hn)" Max TB = 1.4`TA VEQ = (CV'I'W)/(R'T) Ft = 0.07' M (If T<.7, Ft=0) T=J 0.129 0.129 EQ: Cvl/RT = 0.7614 0.7611 V/W: VEQ = 81.6 82 V: Ft = 0.00 LEVEL STORY HT -TTrC—a%72.5 = 17.5 0.0396 0.1636 4.2 17.5 LEVEL STORY HT HEIGHT WEIGHT HT. X WT.. VEQ MOT Diaphragm ROOF 12 12 107.2 1286 17.5 18 210 19 10th 0 0 0 0 0.0 18 210 0 9th 0 0 0 0 0.0 18 210 0 8th 0 0 0 0 0.0 18 210 0 7th 0 0 0 0 0.0 18 210 0 6th 0 0 0. 0 0.0 18 210 0 5th 0 0 0 0 0.0 18 210 0 4th 0 0 0 0 0.0 18 210 0 3rd 0 0 0 0 1 0.0 18 210 0 2nd 0 0 0 0 0.0 18 210 0 1st 0 0 0 0 0.0 18 210 0 PROJECT DOSS VERTECH ENGINEERING PAGE `C3 ENGINEER AJ DATE DESIGN OF �-aVC(-o l Lco ci (Je.v 61 en+ P16 c. -0s VbcKD16 .(0 Ps -r '22.&itt6 12 ,Co ps �'� 15121 b PROJECT CLOS S VERTECH ENGINEERING ENGINEER AJ - DESIGN OF La-ickQ ` Loacj Dc,y r l �pypn $- PAGE DATE O A t►21 obi 16 c.ow v -ro w s---�►1, �}- �� t t 4-°2. (.,1-16 ) �z .- 1402 ��- �+ C � 4 1500�b� PROJECT Doss VERTECH ENGINEERING ENGINEER AT DESIGN OF L -OL - Al L-0GL8 PAGE 1 U DATE I -Q4 i i,Sv-VNcc, ck6) c--cw-,vk-v-]Q I ,)b I v ind Cab 42CnA4-- S 1(0 1 b �.a42 (D"2.3 �+ S i x'177-- w 4-4b PAGE 1 U DATE I -Q4 i i,Sv-VNcc, ck6) c--cw-,vk-v-]Q I ,)b I vq 42CnA4-- S 1(0 1 b w (D"2.3 �+ S i x'177-- w 4-4b P = I r .telVA venaw a 1 1 C- g As 3�4 1;74. 2 . a4 6f • 101(46)2/b Shear Wall Design VerTech Engineering Project: Doss Residence Location: Program Date: 11/4/02 Units (UNO): lbs, in Panel Thickness 3/8 V 3X Sill 3.17 3.73 Panel Orientation Short Dimension Across Studs Tv 1.98 NG 1.52 Nail Type 8d NG 0.99 NG 0.76 Anchor Bold Diam. 1/z Stud Spacing 16 in o.c. Spec Grav Of Framing 0.5 Panel Grade C -D, C -C, UBC 21-2, UBC 23-3 Fnd Sill Plate Grade I DF -L Mv AB in 2X Sill 620 AB in 3X Sill 730 Split Anchorane Reduced Index # Nail Nail Length Diam Embed Cd NDSValue Value 1 10d 3 0.148 1.50 0.84 118 100 2 12d 3.25 0.148 1.75 0.99 118 116 3 16d 3.5 0.162 2.00 1.00 141 141 4 20d 4 0.192 2.50 1.00 170 170 5 30d 4.5 0.207 3.00 1.00 186 186 6 1/4" Screw 0.25 2.00 1.00 220 220 7 3/8" Screw 0.375 3.00 1.00 400 400 8 A35 450 9 A34 365 Shear Wall Design Edge Nail Alowable SW Joint Fastening SW Joint Fastening Load Fastener Cond A Cond B Fastener Cond A Cond B 6 260 2 7.1 0 8 20.8 0 4, Note 1 380 2 4.9 0 8 14.2 0 3, Note 1 490 2 3.8 0 8 11.0 0 2, Note 1 640 2 2.9 0 8 8.4 0 44, Note 1 760 4 3.6 Note 2 8 7.1 Note 2 33, Note 1 980 4 2.8 Note 2 9 4.5 Note 2 22, Note 1 1280 4 2.1 Note 2 9 3.4 Note 2 1. Use 3X framing at adjacent panel edges and stagger nailing 2. Condition B fastening is the same as for single sided shear wall with same edge nailing AB Spacing (ft) 2X Sill 3X Sill 3.17 3.73 1.09 2.56 0.84 1.98 NG 1.52 NG 1.28 NG 0.99 NG 0.76 12 VerTech Engineering Project: Doss Engineer: AT Desiqn of: Shear Walls Framina Page: Date: % t o Panel Shear Walls Resistive A35 Sill Lateral Wall Attachment Attachment Load Length Length Length Load/ft Edge Nail WallObs) U u iftl am in A 907 11.5 11.5/ 11.5 79 6" ✓ B 4264 19.25 19.25 19.25 222 611 ' C 1890 5.5 5.5 5.5 3-44 4" 7 D 6237 22.25 22.25 , 22.25 280 4" 1 2268 10.75 10.75 10.75 211 6" 2 4990 15.75 15.75 15.75 317 411/ 3 4448 20.5 20.5 20.5 217 611/ 4 1904 13.5 13.5 13.5 141 6" VerTech Engineering Project: Doss Engineer: A3 - Design of: Shear Walls Stability Page: Date: ► ► 02 Overturning Overall Resistive Gravily OT OT Righting Net Length Length Load Height Moment Moment, M/D Wall (ft) LlI( b/ft) (ft) (ft -Ib) (ft -Ib) (lb) 13 Noe oj4, oN 2 -ZX (32gSA-) 12 175 9070 11571.881 -117 I also 13 Noe oj4, oN 2 -ZX (32gSA-) i4 - Design of: Shear Walls Stability Segment Segment OT Ri Ming Net Length Height MMT MMT M/D Wall (ft) (ft) (ft -Ib) (ft -Ib) nhl A 0 0 0 0 B 9.25 10 20489 17113 550 C 2.5 10 8591 1250 2986 D 3.25 10 9110 2377 2145 1 0 0 0 0 2 0 0 0 0 3 0 0 0 0 4 0 0 0 0 PROJECT DOSS ENGINEER A j- VERTECH ENGINEERING DESIGN OF G rav % - v ( bcovv--% 5 PAGE 5 DATE I) o2 131 two or VA d c- 1_ Co' -i� - b Cal r 00 Co E I 15coCD I 0 lb - 4n PS L Z2 - V, GQCQ -ei Doov 4Adr l..r= 56 -rcb = 1(,o M = Co -110 16 F.T= 1n1S xlo(" jb-in2 P s i eS -al "cai-e'r I -r--.'6 2C _'... IV\ roe Co `2 JPA -1 b (,o'- 0" �A r L • %Tl-\ wq 16- .. _:.. E, Z= 103.x10' Ibin .2 0 OV7-" 2 PROJECT DOSS ENGINEER VERTECH ENGINEERING PAGE ' ( DATE 0 DESIGN OF ypical� �✓ _ ':2 cr24 lb 10 ka k6-ir2- i" a y Beam Sizer Design Program VerTech Engineering Project: Doss Residence Date: 11/5/2002 Location: B1 Slope of roof Dead Load 6 :12 Live Load 5.25 in TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length 35 psf CD 1.00 CF CM 1.00 CV Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.95 Fbe= 5637 le= RB= 12.5 Fb'= Total Uniform Load A Req'd Mmax 0.98 Vmax 117 in^3 EI Req'd 1 Req'd ❑ Valley Beam 6 :12 Select Beam Width 5.25 in 16 psf El Round Member 35 psf PSL � 0 Horiz. Member 240 360 Fb' 2767 psi 16 ft Fv' 290 psi 16 ft 16 ft Height Required 12.1 in 1.00 A Req'd 35 in^2 0.98 S Req'd 117 in^3 1.00 1 Req'd 780 in^4 1.00 Controlling Design Deflection 1.00 29.4 2897 846 plf 27079 ft -Ib 6770 Ib ❑ Shear at d from face? 1560 "1016 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Doss Residence Location: B2 Slope of roof Dead Load 6 :12 Live Load 3.5 in TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length 35 psf CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 0.98 Fbe= 8618 le= RB= 10.1 Fb•= Total Uniform Load A Req'd Mmax 1.00 Vmax 29 in^3 EI Req'd 1 Req'd Date: 11/5/2002 N ❑ Valley Beam 6 :12 Select Beam Width 3.5 in 16 psf ❑ Round Member 35 psf PSL I J - ED Horiz. Member 240 360 Fb' 2831 psi 8 ft Fv' 290 psi 16 ft 8 ft Height Required 7.0 in 1.00 A Req'd 18 in^2 1.00 S Req'd 29 in^3 1.00 1 Req'd 97 in^4 1.00 Controlling Design Bending . 1.00 14.8 2900 846 pif 6770 ft -Ib 3385 Ib ❑ Shear at d from face? 195 '10^6 #-in^2 N 10) Beam Sizer Design Program VerTech Engineering Project: Doss Residence Location: B3 Date: 11/5/2002 ❑ Valley Beam Slope of roof 6 :12 Select Beam Width 3.5 in Dead Load 16 psf PsiElRound Member Live Load 35 psf - 0 Horiz. Member TULL Defl. Criteria (L) 240 360 Fb' 2883 psi Length of Beam 8 ft Fv' 290 psi Width tributary to beam: 20 ft Unbraced Length 2 ft Height Required 7.8 in Co 1.00 CF 1.00 A Req'd 22 in^2 CM 1.00 Cv 1.00 S Req'd 35 in^3 Ct 1.00 Cfu 1.00 1 Req'd 122 in^4 Cf 1.00 Cr 1.00 Controlling Design Bending CH 1.00 Cc 1.00 CL 0.99 Fbe= 27935 le= 4.1 RB= 5.6 Fb'= 2900 Total Uniform Load 1058 plf Mmax 8462 ft -Ib Vmax 4231 Ib ❑ Shear at d from face? EI Req'd 244 "10^6 #-in^2 Beam Sizer Design Program VerTech Engineering Project: Doss Residence Date: 11/5/2002 Location: B4 Slope of roof Dead Load 6 :12 Live Load 5.5 in TULL Defl. Criteria (U) Length of Beam ❑ Round Member Width tributary to beam: Unbraced Length Horiz. Member CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 41262 RB= 3.7 Total Uniform Load 65 in^3 Mmax 1 Req'd Vmax 1.00 EI Req'd Bending me ❑ Valley Beam 6 :12 Select Beam Width 5.5 in 16 psf ❑ Round Member 35 psf DF -L #2 v Horiz. Member 240 360 Fb' 874 psi 6 ft Fv' 85 psi 20 ft 2 ft Height Required 8.4 in 1.00 A Req'd 43 in^2 1.00 S Req'd 65 in^3 1.00 1 Req'd 79 in^4 1.00 Controlling Design Bending 1.00 le= 4.1 Fb*= 875 1058 plf 4760 ft -Ib 2429 Ib 0 Shear at d from face? 103 *10^6 #-in^2 me Beam Sizer Design Program VerTech Engineering Project: Doss Residence Date: 11/5/2002 Location: B5 Slope of roof Dead Load 6 :12 Live Load 5.5 in TULL Defl. Criteria (L) Length of Beam Width tributary to beam: Unbraced Length 35 psf CD 1.00 CF CM 1.00 Cv Ct 1.00 Cfu Cf 1.00 Cr CH 1.00 Cc CL 1.00 Fbe= 49519 le= RB= 3.4 Fb'= Total Uniform Load A Req'd Mmax 1.00 Vmax 45 in^3 EI Req'd 1 Req'd zi ❑ Valley Beam 6 :12 Select Beam Width 5.5 in 16 psf El Round Member 35 psf DF -L #2 I I I I [�] Horiz. Member 240 360 Fb' 874 psi 5 ft Fv' 85 psi 20 ft 2 ft Height Required 7.0 in 1.00 A Req'd 36 in^2 1.00 S Req'd 45 in^3 1.00 1 Req'd 46 in^4 1.00 Controlling Design Bending 1.00 4.1 875 1058 plf 3306 ft -Ib 2024 Ib ❑� Shear at d from face? 59 "1016 #-in^2 zi 1-22- Beam 2 Beam Sizer Design Program VerTech Engineering Project: Doss Residence Date: 11/5/2002 Location: B6 ❑ Valley Beam Slope of roof 6 :12 Select Beam Width 3.5 in Dead Load 16 psf ❑ Round Member Live Load 35 psf DF -L #2 Dimensional ❑ Horiz. Member TULL Defl. Criteria (U) 240 360 Fb' 1167 psi Length of Beam 4 ft Fv' 95 psi Width tributary to beam: 20 ft Unbraced Length 2 ft Height Required 6.8 in CD 1.00 CF 1.30 A Req'd 24 in^2 CM 1.00 Cv 1.00 S Req'd 22 in^3 Ct 1.00 Cfu 1.00 1 Req'd 19 in^4 Cf 1.00 Cr 1.00 Controlling Design Shear CH 1.00 Cc 1.00 CL 1.00 Fbe= 25429 le= 4.1 RB= 5.2 Fb"= 1170 Total Uniform Load 1058 pif Mmax 2116 ft -lb Vmax 1514 Ib Shear at d from face? El Req'd 30 `10^6 #-in^2 Timber Column Design Values Per NDS 3.7 VerTech Engineering 4X DF-L(N) #1 Fc E d 1000 1600000 3.5 Stability Reduction le (ft) Cp Fc' (psi) 5 0.83 829 6 0.73 733 7 0.63 625 8 0.52 523 9 0.44 436 10 0.37 366 11 0.31 310 12 0.26 265 13 0.23 228 14 0.20 199 15 0.17 174 16 0.15 154 17 0.14 137 18 0.12 123 19 0.11 110 20 0.10 100 21 0.09 91 22 0.08 83 23 0.08 76 24 0.07 70 25 0.06 64 26 0.06 60 27 0.06 55 28 0.05 52 29 0.05 48 30 0.04 45 KCE c 0.3 0.8 Column Capacity Obsl 4X4 4X6 4X8 4X10 4X12 10156 15960 21763 27567 33370 8975 14104 19232 24361 29490 7656 12031 16406 20781 25156 6409 10072 13734 17396 21059 5347 8402 11458 14513 17569 4484 7047 9609 12171 14734 3794 5961 8129 10297 12465 3241 5092 6944 8796 10648 2795 4392 5988 7585 9182 2432 3821 5211 6600 7990 2133 3352 4571 5790 7009 1885. 2963 4040 5117 6195 1678 2636 3595 4553 5512 1502 2360 3218 4077 4935 1352 2125 2897 3670 4443 1223 1922 2622 3321 4020 1112 1748 2383 3018 3654 1015 1595 2175 2755 3335 930 1462 1993 2525 3057 856 1344 1833 2322 2811 789 1241 1692 2143 2594 731 1148 1566 1983 2401 678 1066 1453 1841 2228 631 992 1352 1713 2074 589 925 1262 1598 1935 551 865 1180 1494 1809 2`� Timber Column Design Values Per NDS 3.7 VerTech Engineering 6X6 DF-L(N) #1 Fc E d KCE C 1000 1600000 5.5 0.3 0.8 Stability Reduction le (ft) Cp Fc' (psi) 5 0.94 943 6 0.91 912 7 0.87 872 8 0.82 821 9 0.76 761 10 0.69 694 11 0.63 625 12 0.56 559 13 0.50 498 14 0.44 444 15 0.40 396 16 0.35 355 17 0.32 319 18 0.29 288 19 0.26 261 20 0.24 237 21 0.22 217 22 0.20 199 23 0.18 182 24 0.17 168 25 0.16 156 26 0.14 144 27 0.13 134 28 0.13 125 29 0.12 117 30 0.11 109 Column Capacitv (Ibs 6X6 6X8 6X10 6X12 28511 38879 49247 59614 27586 37618 47649 57681 26373 35963 45553 55143 24841 33874 42908 51941 23015 31384 39753 48122 20989 28621 36253 43886 18906' 25781 32656 39531 16902 23048 29194 35340 15061 20538 26015 31492 13421 18302 23183 28063 11984 16342 20700 25057 10734 14637 18541 22444 9650 13159 16669 20178 8710 11877 15044 18212 7892 10762 13632 16502 7179 9789 12400 15010 6554 8937 11321 13704 6005 8188 10372 12555 5520 7527 9534 11541 5090 6940 8791 10642 4707 6418 8130 9842 4365 5952 7539 9127 4058 5534 7010 8486 3782 5158 6533 7909 3533 4818 6103 7388 3308 4511 5714 6917 24 29 Project: DOSS Engineer: n of: Foundations VerTech Engineering I Bearing: 1000 psf Concrete stem wall (Non -retaining): (fc'=2500 psi) 8" wide with (2) #4 continuous at top of wall and #4 at 18" O.C. full height. Provide #4 at 18" O.C. vertical developed by hook into footing, U.N.O. Masonry stem wall (Non -retaining): 8" solid grouted (frn = 1500 psi) with #4 at 24" O.C. each way. Continuous footings: (fc' = 2500 psi) Width Thickness Ca I Reinforcing 12 12 1000 (2) #4 cont. 15 12 1250 (2) #4 cont. 18 12 1500 (3) #4 cont. 24 12 2000 (3) #4 cont. 30 12 2500 (4) #4 cont. read Footings:(fc'=2500 psi) Reinforcing Cagy. Connnector Label Size Thickness Ea Way KIDS Simpson F1 1'-0" Sq. 12 (1) #4 1 PB F1.5 1'-6" Sq. 12 (2) #4 2.25 PB F2 2'-0" Sq. 12 (2) #4 4 PB F2.5 2'-6" Sq. 12 (3) #4 6.25 PB F3 3'-0" Sq. 12 (4) #4 9 CB F3.5 3'-6" Sq. 12 (5) #4 12.25 CB F4 4'-0" Sq. 12 (5) #4 16 CB F4.5 41-6" Sq. 12 (6) #4 20.25 CB F5 5'-0" Sq. 12 (7) #4 25 CB F5.5 5'-6" Sq. 12 (5) #5 30.25 CB F6 6'-0" Sq. 18 (8) #5 36 CB F6.5 61-6" Sq. 18 (9) #5 42.25 CB Page: Date:=t1=0-Z Note: Bottom of each footing shall be at least 12" below finished grade or as per local requirements. Project: oSS Engineer: A, -T Design of: Roof Framing Roof Loads DL= SL= 16 psf 35 psf VerTech Engineering Page: Date: -LV--Z Roof plywood: 1/2" CDX APA rated (32/16) plywood or OSB equivalent. Apply face grain perpendicular to framing, stagger panels and nail with 8d @ 6" O.C. edge and 12" O.C. field. Edge nail at gable end trusses, drag trusses, frieze blocking and all supported edges. Trusses: Spacing = 24" o.c. Loads: T.C. Live Load = 35 psf T.C. Dead Load = 8 psf B.C. Dead Load = 8 psf Total Load = 51 psf Typical Headers (uno) Use 6X8 DF#2, use (2) trimmers min. at all openings larger than 4'-0". r 3/8" PLY -8d NAILS -DOUG FIR -1/2- A.B. I. FRAMING: USE :2" NOMINAL. OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16" O.C. MAX, BLOCK ALL PANEL EDGES. 2. SHEATHING: USE APA RATED (32/16) SHEATHING U.N.O. APPLY SHEATHING AND NAILING TO BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES' 3. NAILS: USE 8d COMMON OR 8d GUN NAILS (DIA. = 0.131") EDGE NAIL AT ALL PANEL EDGES, TOP PLATE, SOLE PLATE, MUD SILL, POSTS, AND HOLD-DOWN COMP. STUDS, FIELD NAIL AT 12" O.C. 12d/16d SINKER SHANK DIA. =0.148', 20d COMMON SHANK DIA. =0.192", SDS DENOTES 'SIMPSON* SELF DRILLING SCREW STAGGER SILL FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA.) TO AVOID SPLITTING WALL. ELEMENTS. 4. USE 3X NOVINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. TYPICAL SHEAR WALL SCHEDULE NO SCALE W300 MARK EDGE SHEA-• ALLOW- ABLE SOLE PLATE 'SIMPSON' A.B. DIAM. X SPACING i 1 (1) NAILING (3) 1111NG (2) LOAD FASTENING (3) CUP SPACING WITH 7" EMBED ADD'L NOTES #/ FT 6 6" 3/8' — 260 12d 7" O.C. A35 1'-8 O.C. 2X PT SILL 3X PT SILL 1/2' DIA. 1/2' DIA, 3'-0' O.C. 3'-6" O.C. I 4 4' './8' 380 12d 4.75' A35 1/2- DIA. 1/2- DIA. O.C. 1'-2' O.C. 1'-0' O.C. 2'-6" O.C. (4) 3 3' :i/8" 490 12d 3.75' A35 1 /2" DIA. 1/2' DIA. - _ O.C. 11' OC O.C. 0'-10" O.C. 1'-10' O.C. (4) 2 2' 5/8" 640 12d 2.75' O.C. A35 N/A 1/2" DIA. (4) 8" O.C. 1'-6" O.C. 4/4 4" 2 SIDI_S '�/8" 760 20d 3.5' O.C. A35 N/A 1/2* DIA. (4) _— _- 7" O.C. 1'-3" O.C. 3/3 3' S 2 ''/8" 980 20d 2.75' A34 N/A 1/2- DIA. (4) - _— -- O.C. 4.5" O.C. 11" O.C. 2/22" 2 SIDES 3/8" 1280 20d 2' O.C. A34 3.25" O.C. N/A 1/2" DIA. 0/ 9" O.C. (4) I. FRAMING: USE :2" NOMINAL. OR WIDER DOUGLAS FIR LARCH, PT DF FNDN SILL, STUDS AT 16" O.C. MAX, BLOCK ALL PANEL EDGES. 2. SHEATHING: USE APA RATED (32/16) SHEATHING U.N.O. APPLY SHEATHING AND NAILING TO BOTH SIDES OF WALL WHERE SPECIFIED "2 SIDES' 3. NAILS: USE 8d COMMON OR 8d GUN NAILS (DIA. = 0.131") EDGE NAIL AT ALL PANEL EDGES, TOP PLATE, SOLE PLATE, MUD SILL, POSTS, AND HOLD-DOWN COMP. STUDS, FIELD NAIL AT 12" O.C. 12d/16d SINKER SHANK DIA. =0.148', 20d COMMON SHANK DIA. =0.192", SDS DENOTES 'SIMPSON* SELF DRILLING SCREW STAGGER SILL FASTENING AND PRE -DRILL PILOT HOLES (MAX 75% NAIL DIA.) TO AVOID SPLITTING WALL. ELEMENTS. 4. USE 3X NOVINAL FRAMING AT ABUTTING PANEL EDGES AND STAGGER NAILING. TYPICAL SHEAR WALL SCHEDULE NO SCALE W300 d ROOF PLY \ TRUSS BY OTHERS / TRUSS BY OTHERS E.N. 2X4 BLOCK. E.N. 3/8" PLY W/ 8d AT 6" O.C. E.N. ' 2X4 E.S. OF EA. TRUSS 12d AT 6" 6. c. 2X4 BLOCK A E.N. E.N. DT PLATE A SHEAR WALL AT PERP. TRUSS NO SCALE SHEAR PER SCHED. W617 I I+ I I+ i I* I I +I I +I I +I I 1 I + I 1+ I I 1+ I +1 +I I I +1 1 \ TRUSS BY OTHERS / TRUSS BY OTHERS E.N. 2X4 BLOCK. E.N. 3/8" PLY W/ 8d AT 6" O.C. E.N. ' 2X4 E.S. OF EA. TRUSS 12d AT 6" 6. c. 2X4 BLOCK A E.N. E.N. DT PLATE A SHEAR WALL AT PERP. TRUSS NO SCALE SHEAR PER SCHED. W617 ROOF PLY. & NAILING PER PLAN E.N., E. N. FACIA BY OTHERS PLYWOOD & NAILING PER PLAN PROVIDE 2X VERTS AT 24" O.C. AT SHEAR WALL LOCATIONS — 2X6 FLAT OUTLOOKER AT 24" O.C., NOTCH TOP CHORD TO SEAT OUTLOOKER GABLE END TRUSS BY OTHERS E.N. 2X6 BRACE AT 4'-0" W/ (4) 16d NAILS EACH END �� 2X BLOCKING AT 4'-0" O.C., T&B, (3) 12d T.N. EA. END A35 SPACING PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" -O.C. .TYP. SHEATHING WHERE OCCURS GABLE END TRUSS -ROOF . DETAIL NO SCALE W603 v ROOF TRUSSES BY OTHERS ROOF PLY. & NAIUNG PER PLAN-- E.N. SOLID BLOCKING--- FASCIA LOCKING FASCIA AND TRIM BY OTHERS) E.N. SHEAR PER PLAN EAVE DETAIL A35 SPACING PER SHEAR WALL SCHEDULE, OTHERWISE 4'-0" O.C. TYP. NO SCALE W601 ROOF LEVEL: (12) 12d 2nd FLOOR LEVEL:- (12) 12d ROOF LEVEL: (12) 12d 2nd FLOOR LEVEL: (12) 12d 4'-0" MIN. LAP AT SPLICE WALL CONTINUES I WHERE OCCURS PER PLAN I �—(5) 12d ROOF LEVEL: (12) 12d 2nd FLOOR LEVEL: (12) 12d DOUBLE TOP PLATE STUD DIRECTLY UNDER SPLICE, TYR T. PLATE CORNER AND TEE TYPICAL CHORD SPLICE DETAIL X NO SCALE W451 y 12" MAX 5" MINS h L 4'-0" MAX SEE SHEAR WALL SCHED. i 7" MIN PLATE WASHER 2X2X3/16TYP IL 2" H���FNDN PER PLAN 1 /2" 0 A.B. TYP NOTE: PROVIDE (2) BOLTS MIN PER PIECE TYP AB. SPACING NO SCALE w700 P.T. SILL January 29, 2004 VerticalTechnology Engineering M Rio LirdoA,.e #2W, ChKq CA 959x6 Ph CM)899-M6 FacCSM) 89941M RE: Dos's Residence, Contentment Lane, Forest Ranch, CA To Whom it May Concern: I have reviewed the truss calculations by Longfellow Lumber Co. dated 1/27/04 and have found that the trusses appear to be designed in accordance with the general design concept of the structural documents. The specific design shall remain the responsibility of the engineer who has sealed the calculations. lie 4 JNA). C 60387 SITE PLAN REVIEW APPLICATION Date:. 7AN 03 AP# 1956 134!;� o — 0 3 r Permit Number (if applicable) 03 - 00 y S APPLICANT INFORMATION Parcel Size: r4 c Owners Name: Owners Address: SAY Telephone No.:1S,S- Situs Address: C'v �v^��,,�-f•�-«��•i L•�/'. Proposed Use: Residential 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: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) roved Conditionally Approved r .t , ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved' By Date D 3 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: Snow Load Area: ❑ 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) Wil SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See attached) • Flood Zone: _ • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance _—_------------------------------_—__ -- R Detached Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement L C7�J D I -T 1(3� 4a L Ze)� _G:P&Q:c42 �Is� 1 Zoning: r �'I 0 a i] ly- Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Paee 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front �-D �a Side SP-- 3 0 Side Street Rear J 3 Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. CDF approval needed for encroachments into SRA setbacks. Paee 2 of 5 -1 Applicable Development Fees: Standard Fees Amount - . - k Formula ❑ 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 EW 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: Jfl 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 AR Subdivision Map/Parcel Map: --2,1q;_C� O Map Date of Recording: `� Lot: Book: Page:6 IL!�; ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property, owners responsible for road maintenance, and stop sign maintenance. Page 4 of 5 -k Na TE -5 This Gdditio.nGI map sheet is for informational purposes only and is not intended to affect record title interest. 2. Wood stove and fireplace, inserts inslolle:d in any home within this parcel map shall be EPA approved and designed to meet emmw I ssi . ons standards of the Federal Clean Air Act as am, mended. 3. Prior to Jssu,an:c:e of buildiing permits., pay school im- po-cl fees as agreed to in the conditio=nal rezone ag-ree.,m,,,ent. 4. Fencing for areas o1her Mon residenflbl areas shall be limited to a maxim -um, of 5 wire strands. The lolwer stran=d shall b;e of least 16" above the ground and the upper strand sho/1 b.e no higher than 48". 5. No ve.gelaflon or frefe removal exc-epl for those dire-ctly in, the way of drive -ways, stru,cfares, or as required to meet fire safe requireme-nts of PRC 4290, and - dead and downed vegetolioln. 6. No shake roofs or ext-eri)or shake siding. 7. All homes mxust be constructed within 150' of th=e main access rood. 8. Clear ve.ge,,tot.ion In accard'ance with -PRC 42,9,0 and within tO' of all roadways. 9. The building setback from, the side and rear property lines shall be not less than 30 feet. /0. D!eve4opme-n4 of the parcels w1,11 b=e subject to the pzym-wer-f of D:6er Heard Impact fees as ad-opled by the Board of Supiervis-ars and in effect al the time of building permit application. Q A u4om -alic fire suppression s-pvriln;kfe�r systems sh=all be installed in all residential structures in accordance with, the National Fire PratectYbn Ass-ciatian Stan1drard for the installation of sprinkler systems in one end two family dwsehflngs and mobile homes, NEPA Stanard 13D, unless a pressur- ized community wafer system, with hydrants that mmeef Fire D;ep!ar-tm,:e.n:t sp!ecifica'flons, serves th,e po;i-cel. 12. R-esidenls of th-ese parcels should try to preserve the old road through these parcels. 13. The driveway to serve parcel / shall be located within th-e southerly 50% of the parcel fronloge or ConfentimeN Lane. 14. Dom.estic wells of 8-0-0' or more in de..pth,, moy ble required to provide on ade!q..,U;ate supply of domestic wafer for a single-family residense. 15. D,e-ve:/opmne.,nI of these parcels may require payment of wafer Mader fee -s. 16.. All n-eiw s4ru,clues m:Usf mewl the "Fire Safe" regulations o -f Bulfe County and Public Resource Code 429,0. 1-7 F'/zQPISRrj, 7 -Hr. .57-o,- at G, A/. N.E. Corner of Parcel 2 FOUND of 86 PM 24 3/4" Iron Pipe, L. S. �— 3634, no ref. FOUND �� I 3/4•' Iron Pipe, L.S. I 3634 per (R) .f �M R. RI1 rM R. RN 1 /40'5'0'00*" -L= 22806 IS, F��� R320'G���tOPv 11/CCE..'3O�/ S 29.08 j o. N63 •5% lM Rl l' No Access Strip \ Deeded to the County of BUM.& per Re,c. Ser. No. P P P ` PARCEL l 2.04 Ac. (Gr.) 1.52 Ac. (Net) � C 1) 354.25 N 89° 44'07" E 0 o PARCEL 2 N 1.02 Ac. (Gr.) I //0 9 F 7 , I � C CULP 1 4 5 / / TO KOEN/G c 40 Ac. per RSN,'95-369Z�1 � I 6 R = 451 , I I.L=54. Q / 30 30.11 Of o Q � 10-P. G. 8 E./ of � /ti• \ B V I Easement to Z be reserved �• in deeds. R o 1l ^1 / zua �9 1I C F C c � � C Department C o u n t y J. Michael Crump, Director Warner C. Phillips, Assistant Director March 12, 2003 Brandon Doss 574 E. 15th Street Chico, CA 95928 of Public Works f B u t t e Re: Access to Forest Ranch Road, AP 056-3.�. _,o. ale 60=035' -'t- Dear Mr. Doss: LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 Attached for your reference is a copy of our agenda item request for the Board of Supervisors hearing on March 25, 2003. As noted in this item, if the Board of Supervisors grants approval to cross the 1 -foot strip you will still need to file a correction to the recorded Parcel Map to allow the driveway in a location other than the southerly 50% of your parcel off Contentment Lane. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell, P. E. Manager, Land Development Division SE Attachment cc: Mike Crump, Director of Public Works (File 300) w/o attachment Marion Reeves, Assistant Clerk of the Board of Supervisors w/o attachment . !/lguilding Division w/attachment Os -03 57 /.,p ° 4S Fi sm, BUTTE COUNTY CLERK OF THE BOARD USE ONLY BOARD OF SUPERVISORS MEETING DATE: AGENDA TRANSMITTAL AGE"DA ITEM' AGENDA TITLE: Brandon Doss- Request to cross 1 foot no access strip- Forest Ranch Road DEPT: Public Works DATE: 03/11/03 MEETING DATE 03/25/03 REQUESTED: REGULAR CONSENT x CONTACT: Stuart Edell PHONE: 538-7266 DEPARTMENT SUMMARY AND REQUESTED BOARD ACTION: Summary of Request: SEE ATTACHED REPORT TO THE BOARD AGENDA ITEM SUBMITTALS REQUIRE THE ORIGINAL (1) AND TWELVE (12) COPIES ATTACH EXPLANATORY MEMORANDUM AND OTHER,BACKGROUND INFORMATION AS NECESSARY Budgetary Impact: Yes _ No CAO OFFICE USE ONLY If yes, complete Budgetary Impact Worksheet on back Budget Transfer Requested: Yes —No _ Administrative Office Review If yes, complete Budget Transfer Request Worksheet on back. Administrative Office Staff Contact (Deadline is one business day prior to normal agenda deadline.) 4/5's Vote Required: Yes: _ No: Will Proposal Require an Agreement: Yes _ No _ Auditor -Controller's Number (if required): Date Received by Clerk of the Board: County Counsel's Approval: Yes _ No _ Will Proposal Require Additional Personnel: Yes _ No _ Number of Permanent: Temp Extra Help _ Previous Board Action Date: Additional Information Attached: Yes No Describe: Parcel map, letter of request, February 10, 2003 letter from Development Services Rev. 09110 pw SPECIAL INSTRUCTIONS TO CLERK Number of originals required to be returned to Department: "*Please Note*" Department is responsible for returning contract to contractor. Clerk of the Board returns completed Auditor's copy ONLY. Requested Board Action: Ordinance Required _ Resolution Required _ Minute Order Required For Information Only BUDGETARY IMPACT WORKSHEET Current Year Estimated Cost/Funding Source Estimated Cost $ Amount Budgeted (Budget Unit Number: (Fund Name: (Fund Number: $ Source of Additional Funds Requested Contingencies $ . (Fund Name: ) (Fund Number: ) Unanticipated Revenue $ (Source: (Rev.Code: Other Transfer(s) 1. Complete worksheet below 2. Deadline is one business dayrp for To normal agenda deadline Additional Requested $ Total Source of Funds $ Annualized cost $ if also planned for next year. Budget Transfer Authorized By Administrative Office Board Action Required for B -Transfer? Yes No Authorized Signature I Transfer Request: AMOUNT Date BUDGET TRANSFER REQUEST WORKSHEET LINE ITEM LINE ITEM Transfer $ (No Cents) From To Transfer $ (No Cents) From To Transfer $ (No Cents) From To Transfer $ (No Cents) From To A REPORT TO THE BOARD Summary of Request: Brandon Doss has requested permission to cross the one -foot no access strip, deeded to the County of Butte in conjunction with the recording of the Koenig Parcel Map (139 PM 63/65). This Parcel Map also has requirements that the driveway for this parcel be located within the southerly 50% of the parcel and access Contentment Lane. Changing this requirement would require approval, by the Development Review Committee (DRC), of an amended Parcel Map or Certificate of Correction to amend a map condition. Public Works has reviewed the proposed driveway locations on Forest Ranch Road and determined they would be able to conform to County Standards provided that the owner be required to remove brush on both sides of each driveway for traffic sight distance and maintain this area to insure adequate sight distance. Action Requested: Either of the following actions would be appropriate: 1) Deny the request to cross the 1 foot no -access strip on Forest Ranch Road for two new driveways, finding that the map conditions preclude direct access to Forest Ranch Road and require the driveway to the parcel to be located within the southerly 50% of the parcel and access Contentment Lane. •3 2) Approve the request to cross the 1 foot no -access strip on Forest Ranch Road for two new driveways subject to the following conditions: A) The property owner apply for and obtain approval from the Development Review Committee (DRC), for either an amended Parcel. Map or Certificate of Correction to amend a map condition, deleting the requirement in Note 13 "The driveway to serve parcel 1 shall be located within the southerly 50% of the parcel frontage on Contentment Lane. B) The property owner obtain an Encroachment Permit from Public Works for the new driveways on Forest Ranch Road, with a condition that he remove brush .on both sides of each driveway for traffic sight distance and maintain this area to insure adequate sight distance. BOARD OF SUPERVISORS `SEB 2 6 2003 oFR .' 'IFOR IA Clerk of the Board 25 County Center Drive Oroville CA, 95965 Re: APN 056-360-035; Ingress/Egress rights across a recorded 1 -foot no access strip Dear Clerk of the Board, I would like to request rights for an ingress/egress along Forest Ranch Rd. The reason for this request is due to the power line easement and the 150 ftbuilding requirements. With these requirements it only leaves me with one location to build my house. The house has to face Forest Ranch Rd due to all of the easements. That is why we are submitting this request for ingress/egress off of Forest Ranch Rd. On January, 22, 2003 I, Brandon Doss, applied for an encroachment permit On 3anuary 26, 2003 I received a call from G. Hightower stating that he could not find the location of the drive way. On that same day I went up to Forest Ranch Rd and marked the driveway, which was discussed with Mr. Hightower, with stakes and paper marked 4910, which is the address Mr. Hightower, provided me with. On January 28, 2003 I received, by mail, the encroachment permit. The permit number is 030097E signed by Robert. Sones. After receiving the -permit wt_ procee&d patting the driveways in. A week later Robert Jones left a message on my answering machine stating there was a problem with the encroachment permit. Currently the driveways are grated. The work was completed before I received the message from Robert Jones. Thank you for taking the time to look into this matter. If you have any questions please contact me at 864-2584. Sincerely, Brandon Doss cc. Mike Crump, Director of Public Works February 10, 2003 Glen Doss Construction P.O. Box 502 Forest Ranch, CA 95942 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 056-360-035 Building Permit Number: 03 -0045 -Brandon Doss 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 COMNMNTS: 1, Your Parcel Map call out a 1 -foot no access strip along Forest Ranch Rd, and states that your driveway must be in the southern 50 % of the parcel off of Contentment Lane. Please revise the plot plan to comply with all Parcel Map requirements. 2. Fire sprinklers are required in this house. Please apply for this permit. The house will not be issued without the sprinkler permit. 3. We charged you for a woodstove, is there one? If so, where? 4. All permits taken after November 1, 2002 must refer to the new editions of the codes, your plans refer to the old. Please revise this. 5. The orientation on your energy calculations is incorrect. Also, the exterior door in the master bath was not calculated in the energy calculations. If there is glass in this door, it must be included also. Please revise the calculations with the correct orientation. 6. Please include the window in the garage on the left elevation. .: STRUCTURAL COMMENTS: 1. Please provide documentation from the engineer stating that he has reviewed the truss '+ package and that it conforms to his design. r `= 2. The floor plan indicates that the T3 and T4 trusses should cantilever over the rear porch. The truss details provided bear on the porch eaves. Provide adequate porch beams to support these trusses or provide cantilevered truss details. 3. Revise the T5, T6, and T7 truss details to accommodate the 3 -foot front porch overhang as specified on the plans. 4. Provide adequate support for the interior bearing point of truss T8 or provide a revised truss detail to match the plans. 5. Please revise the truss layout sheet to show locations of trusses T10A and T1OB. 1 of 2 6. Provide detail for truss T10. It is shown'on the layout sheet but not provide in the truss package. 7. Provide drag trusses as specified on the roof plan. 8. Provide a truss to accommodate the mechanical unit in the attic. 9.. Please review all trusses and submit 2 correct truss packages. If. you wish to discuss any of these requirements, please call (53 0) 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 Linda. 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. 9 Linda Simpson Plans Examiner cc: Mike Hubley, P.E. • Philo Hunt, P.E. Plan Check Engineer 2 of 2 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 10:24AM 04 -Feb -2004 REC FEE 10.00 CONIES 2050 Kathy Gage 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date_ 2 " L/— O`( PROPERTY OWNERS: State of California ) County of 5'� ) On Se� --d0 f/ before me, 2v1 A? -/hrD il/U I personally appeared ,,q.. ,Oe! -P personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my h d and fficial s 1. ti� w RUDY A. RINDLISBACHER� Signature 0 COMM. # 1311041 Seal: NOTARY PUBLIC -CALIFORNIA +� BUTTE COUNTY 0 COMM. EXP. JULY 26, 2005'` A.P. # are a :7J' ...... .. ....... __.__.... �.�-.. Order No. 00204043-002 EXHIBIT A THE LAND REFERRED TO HEREIN IS DESCRIBED AS FOLLOWS: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: PARCEL A: PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON APRIL 25, 1996 IN BOOK 139 OF MAPS AT PAGE 63,64 AND 65. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER CONTENTMENT LANE AS SHOWN ON THE MAP REFERRED TO ABOVE. AP NO. 056-360-035 PARCEL B: AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: A PORTION OF THE SOUTHWEST ONE QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, MOUNT DIABLO MERIDIAN, AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF PARCEL 3 OF THAT CERTAIN PARCEL MAP FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 28, 1981 IN BOOK 86 OF MAPS, AT PAGE 23 AND 24 LYING IN THE SOUTHERLY RIGHT OF WAY LINE OF FOREST RANCH ROAD; THENCE FOLLOWING SAID RIGHT OF WAY SOUTH 750 41'00" EAST, 42.28 FEET TO THE TRUE POINT OF BEGINNING; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 830 13'38" AND AN ARC LENGTH OF 29.05 FEET; THENCE SOUTH 07° 32' 3 8" EAST, 6.81 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 420.00 FEET, A CENTRAL ANGLE OF 6° 52'36" AND AN ARC LENGTH OF 50.41 FEET; THENCE SOUTH 140 25' 14" WEST, 330.09 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 44° 24'55" AND AN ARC LENGTH OF 15.50 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 50.00 FEET, A CENTRAL ANGLE OF 268° 49'50" AND AN ARC LENGTH OF 234.60 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 440 24'55" AND AN ARC LENGTH OF 15.50 FEET; THENCE NORTH 140 25' 14" EAST 330.09 FEET; THENCE ALONG THE ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 480.00 FEET, A CENTRAL ANGLE OF 60 52'36" AND AN ARC LENGTH OF 57.61 FEET; THENCE NORTH 7° 32'38" EAST, 7.68 FEET; THENCE ALONG THE ARC OF A CURVE TO THE RIGHT HAVING A RADIUS OF 20.00 FEET, A CENTRAL ANGLE OF 930 59'35" AND AN ARC LENGTH OF 32.81 FEET TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CON 1'RAC'1'OR: WILLIAM F. SQUYR&S, JR. F';1:RE PRO'PECI':I:ON (530) 345-1012. ADDRESS: PO BOX 3176, CHICO, CA 95927-3176 Date: 01-14-2003 File: DOSS -1 JOB.: DOSS RESIDENCE, 1 HEAD FLOWING STATIC : t -5 -0 -0 -Psi RESIDUAL-: 4 -0 -0 -Ps -i FLOW-: 35-Gpm----- j, SPRINKLER MANUF : RELIABLE MODEL Fl/RES/CC MIN SPR FLOW :,16.0 GPM MIN SPR PRES : 16.8 Psi* NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi GPM ------------------------------------------------------------------------------- 1 12.0 3.90 17.3 16.2 2 12.0 19.1 3 12.0 19.9 4 12.0 20.5 5 12.0 22.3 6 12.0 23.6 7 2.0 SOURCE 28.9 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION 1 324 Sq. Ft. 324 Sq. Ft. .05 Gpm/Sq.Ft. .05 Gpm/Sq.Ft. 16.2 GPM 0.0 GPM 16.2 GPM 28.9 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE Copyright(1991) 47.6 Psi by 28.9 Psi Hydronics Engineering 18.7 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-916Q F. `1Uc. No. Z G16 MAXIMUM VELOCITY 8.5 F/S HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 2 CONTRAC'T'OR: WILLIAM F. SQUYRE•S, JR. FIRE PROTECTION (530) 395-1012 ADDRESS: PO BOX 3176, CHICO, CA 9592.7-3176 Date: 01-14-2003 File: DOSS -1 JOB ; DOSS RESIDENCE, 1 HEAD FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NQ. GPM FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 16.2 K= 3.90 L= 5.5 Pt 17.3 Pt 17.3 1 Q= 16.2 F=LR F= 8.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.5 D= 0.884 TL= 13.5 0.1343 Pf 1.8 Pn 16.8 -------------------------------------------------------------------------- 2 Pt 19.1 2 q= 0.0 K= 0.00 L= 2.5 Pt 19.1 Pt 19.1 2 Q= 16.2 F=B F= 3.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.5 D= 0.884 TL= 5.5 0.1343 Pf 0.7 Pn 18.7 ------------------------------------------------------------------------- 3 Pt 19.9 3 q= 0.0 K= 0.00 L= 5.5 Pt 19.9 Pt 19.9 3 Q= 16.2 F=LR F= 8.0 C= 15.0 Pe - 0.0 Pv -0.2 Vel= 5.4 D= 1.109 TL= 13.5 0.0445 Pf 0.6 Pn 19.7 ---------------------------------------------------------- 4 Pt 20.5 4 q= -0.0 K= 0.00 L= 28.0 Pt -------------- 20.5 Pt 20.5 4 Q= 16.2 F=7RB F= 12.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.4 D= 1.109 TL= 40.0 0.0445 Pf 1.8 Pn 20.3 ------7------------------------------------------------------------------ 5 Pt 22.3 5 q= 0.0 K= 0.00 L= 14.5 Pt 22.3 Pt 22.3 5 Q= 16.2 F=2LR F= 15.0 C= 150 Pe 0.0 Pv -0.2 Vel= 5.4 D= 1.109 TL= 29.5 0.0445 Pf 1.3 Pn 22.1 ------------------------------------------------------------------------- 6 Pt 23.6 6 q= 0.0 K= 0.00 L= 10.0 Pt 23.6 Pt 23.6 6 Q= 16.2 F=4RS F= 11.0 C= 150 Pe 4.3 Pv -0.2 Vel= 5.4 D= 1.109 TL= 21.0 0.0445 Pf 0.9 Pn 23.4 ------------------------------------------------------------------------- 7 Pt 28.9 ------------------------------------------------------------------------- Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- 7 Q= 16.2 <<< SOURCE >>> Pt 28.9 E=>45-Elb L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + 70 + 60 + 50 X Static X X X 40 + X Resid 1 30 + * Spr Sys 20 + 10 + * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900. 1000 1.85 FLOW -(GPM) JOB : DOSS RESIDENCE, 1 HEAD FLOWING X - Water Supply Curve * - Water Demand Curve Static 50.0 Psi Avail Press 47.6 Psi @ 16.2 Gpm Residual 40.0 Psi Req'd Press 28.9 Psi @ 16.2 Gpm HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 - SUBMITTAL. Page 1 CONTRACTOR: WILLIAM F. SQUYIZES, JR. [-']:Lil_': PRC)'.L'@:C'.L':I:ON ( 530 ) 345-1012. ADDRESS: PO BOX 3176, CHICO, CA 9592.7-3176 Date: 01-14-2003 File: DOSS -2 JOB : DOSS RESIDENCE, 2 HEADS FLOWING STATIC 50.0 Psi RESIDUAL 40.0 Psi FLOW 35 GPM SPRINKLER MANUF RELIABLE MODEL : Fl/RES/CC MIN SPR FLOW 13.0 GPM MIN SPR PRES : 11.1 Psi NODE ELEVATION K- PRESSURE DISCHARGE NO. FEET FACTOR Psi GPM -------------------------------------------------------------------------------- 1 12.0 3.90 11.4 13.1 2 12.0 3.90 12.6 13.8 3 12.0 14.5 4 12.0 16.0 5 12.0 20.6 6 12.0 24.0 7 2.0 SOURCE '30.7 SPRINKLERS FLOWING AREA PER SPRINKLER TOTAL DESIGN AREA REQUIRED DENSITY COMPUTED DENSITY TOTAL SPRINKLER FLOW TOTAL DOMESTIC FLOW TOTAL WATER.REQUIRED TOTAL SPRINKLER PRESS WATER METER LOSS VALVE FIXED LOSS SUPPLY PRESS AVAILABLE DEMAND PRESS REQUIRED PRESSURE CUSHION 2 324 Sq. Ft. 648 Sq. Ft. .04 Gpm/Sq.Ft. .04 Gpm/Sq.Ft. 27.0 GPM 0.0 GPM 27.0 -Gpm 30.7 Psi 0.0 Psi @ SOURCE 0.0 Psi @ SOURCE Copyright(1991) 43.8 Psi by 30.7 Psi Hydronics Engineering 13.1 Psi 34119 Fremont Bl, Suite 609 Fremont, Ca., 94555 (415) 487-9160 MAXIMUM VELOCITY 14.1 FIS HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS 2.1 -.SUBMITTAL. Page 2 CONTRACTOR: WILLIAM U. SQUYRES, JR. l'I:R.I_; PR0J'f:C'.l'ION (530) 345-1012 ADDRESS: PO BOX 3176, CHICO, CA 9592.7-3176 Date: 01-14-2003 File: DOSS -2 JOB : DOSS RESIDENCE, 2.HEADS FLOWING PIPE BEG FLOW K -FACTOR LENGTH C -FACTOR PRESSURE NO. Gpm FITTING TYPE FTG FR- LOSS Psi END DIAMETER TOTAL (Psi/Ft) ------------------------------------------------------------------------------ 1 q= 13.1 K= 3.90 L= 5.5 Pt 11.4 Pt 11.4 1 Q= 13.1 F=LR F= 8.0 C- 150 Pe 0.0 Pv -0.3 Vel= 6.9 D= 0.884 TL= 13.5 0.0909 Pf 1.2 Pn 11.0 2 Pt 12.6 ------------------------------------------------------------------------- 2 q= 13.8 K= 3.90 L= 2.5 Pt 12.6 Pt 12.6 2 Q= 26.9 FaB F= 3.0 C= 150 Pe 0.0 Pv -1.3 Vel= 14.1 D= 0.884 TLm 5.5 0.3439 Pf 1.9 Pn 11.2 3 Pt 14.5 ------------------------------------------------------------------------- 3 q= 0.0 K= 0.00 L= 5.5 Pt 14.5 Pt 14.5 3 Q= 26.9 F=LR F= 8.0 CF 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.109 TL= 13.5 0.1140 Pf 1.5 Pn 13.9 ----------------------------------------------------------------•--------- 4 Pt 16.0 4 q= 0.0 K= 0.00 L= 28.0 Pt 16.0 Pt 16.0 4 Q= 26.9 F=7RB Fm 12.0 C= 150 Pe 0.0 Pv -0.5 . Vel= 8.9 D= 1.109 TL= 40.0 0.1140 Pf 4.6 Pn 15.5 5 Pt 20.6 ---------------------------------------------------------=--------------- 5 q= 0.0 K= 0.00 L= 14.5 Pt 20.6 Pt 20.6 5 Q= 26.9 F=2LR F= 15.0 C= 150 Pe 0.0 Pv -0.5 Vel= 8.9 D= 1.109 TL= 29.5 0.1140 Pf 3.4 Pn 20.1 6 Pt 24.0 ------------------------------------------------------------------------- 6 q= 0.0 K= 0.00 L= 10.0 Pt 24.0 Pt 24.0 6 Q= 26.9 Fa4RS Fm 11.0 C= 150 Pe 4.3 Pv -0.5 Vel= . 8.9 D= 1.109 TL= 21.0 0.1140 Pf 2.4 Pn 23.5 ------------------------------------------------------------------------- 7 Pt 30.7 Meter = 0.0 Valve = 0.0 ------------------------------------------------------------------------- ------------------------------------------------------------------------- 7 Q= 26.9 <<< SOURCE >>> Pt 30.7 E=>45-E1b L=>90-Elb B=>TeeBch R=>TeeRun C=>CouPlg S=>SwgChk G=>GatVly HYDRONICS : FIRE SPRINKLER HYDRAULIC GRAPH PSI 100 + 90 + 80 + 70 + 60 + 50 X Static X X X 40 + X Resid 30 +* Spr Sys 20 + 10 + * Elev Loss 0++--+---+----+------+-------+--------+---------+----------+------------+ 0 200 300 400 500 600 700 800 900 1000 1.85 FLOW -(GPM) JOB : DOSS RESIDENCE, 2 HEADS FLOWING X - Water Supply Curve * - Water Demand Curve Static 50.0 Psi Avail Press 43.8 Psi @ 27.0 Gpm Residual 40.0 Psi Req'd Press 30.7 Psi @ 27,0 Gpm Caution Read Carefully! Installation Instructions — General 1. Use the Model CCP Cup and-Iushhon Cover Plate Assem- b� only with Model F11 -R. F1F-R QREC or 15YF F1/RES 18 Pendent Sprinkler. Figure 2 is typical. -2, Do not use an other cover late assemblywith Model F1FR F1FR Q EC or F1/RES 18 Sprinkler. 3, Use only the 135°F temperature rated model CCP cover 1 rplate assembly with the Model F1/RES 18 Pendent sprin- kler. Refer to Bulletin 141 and this caution sheet for techni- cal information. 4. Use the appropriate temperature rated Model CCP cover plate assembly with either the Model F1 FR or F1 FR QREC Pendent sprinkler in accordance with Bulletin 143 or 151 and Caution Sheet CA -70. 5. Install sprinklers after ceiling is in place. 6. Never apply paint and/or other coaling to sprinkler or con- cealed sprinter cover plale. 7. Do not install concealed sprinklers in ceilings which have positive pressure in the space above, and do not cover the cup vent holes. An open plenum space must be above the sprinkler cup. 8. Use a Model RC1 Wrench, (Fig. 1) to install sprinklers. Face of sprinkler fitting to ceiling dimensionis shown on Fig. 3 or Fig. 4. Ceiling hole diameter is 2'ft 9, Final adjustment of each cover can be made by hand turn- ing the cover plate in the clockwise direction until it Is tight against the ceding. 10. Never install the Model F1/RES CCP Concealed Residen- tial Sprinkler in areas where ceiling temperatures exceed 100°F. 11. When residential sprinklers are inslalled in plaslic piping systems containing glycerine, special care is required to achieve a proper thread seal. Contact the filling manufac- turer for recommended sealant and installation procedure. Installation Wrench Model RC1 Sprinkler Wrench Technical Data Fig. 1 Thread Maximum Temperature Rating Maximum Size Pressure Sprinkler Cover Ceiling Temp. %z" 175 psi 155°F I 135°F 10WF Installation Data Model Fl/RES/CCP Concealed Residential Sprinkler • Description The Model F1/RES CCP Concealed Residential Sprinkler is a UL listed residential sprinkler intended to be installed in the wet pipe sprinkler systems of one and two family dwellings and mobile I for ncs, in resuaa rlinl cx:ci rl>ancies up to four stories in hei hl or in the residerilial portions of any occupancy per NFPA 13D, 18H or13. Tho Deflector of the Model F I/RES 18 is marked "Pend.", "Res. Sprkr", "F1/IBES/18," 155"F and "K=3.9". The frame wrench boss is marked "Basco" and "F1 3.9". The push on cover plate assembly is labeled "Basco 135°F (57°C) Model CCP cover plate - - - - for use with Reliable Model F1/RES 1 3.9 K orifice, 155°F sprinkler only'. Installation Apply a Teflon"' based thread sealant to the sprinkler threads only. rhe Model RC1 Wrench is then used to engage the sprig) ler wrenching surfaces to install the sprinkler in the fitting. A 2'/8' di- ameter hole cul into the ceiling allows the sprinkler to be properly covered by the push on cover plate. Push the cover plate assem- bly by hand into the Cup. Final adjustment, if required, is made by turning the cover plate clockwise until the cover plate flange is in contact with the ceiling surface. The Model F1/RES 18 Sprinkler is only_lo be installed with 135"F rated Model CCP Concealed Cover Plate Assemblies. Use care to avoid damaging the sprinklers before, during and after installation. Replace all sprinklers which have any sign of damage. The temperature rating of residential sprinklers is stamped on the deflector. The sprinkler orifice size is determined by the "K" Factor which is marked on the sprinkler. Reliable authorized plated and painted Model F1/RES Sprinklers are distinguished by the bronze pipe cap insert. When ceiling tem- peratures are in doubt, measure with an accurate thermometer. Refer to NFPA 13, 13D, 13R and Reliable product Bulletin 141 for further installation details and for specific approval information. (1) DuPont. Registered Trademark. The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 NFPA 13,13D and 13R Nominal Maximum Minimum Required Sprinkler Discharge Single Sprinkler _ Two Or More Sprinklers Orifice Sprinkler Distance Flow Pressure Flow Ea. Pressure Ea. Size "K" Spacinq To Wall Model (In.) Factor (Ft.) (Ft.) (gpm) (psi) (gpm) (psi) 12 x 12 6 11 8.0 10.5 7.2 14 x 14 7 12 9.5 10.5 7.2 Fl/RES/CCP Concealed 38 3.9 16x 16 IRZZ�.l 8 x _18 — -- 8 9 15 ., - 16 _ .._ 14.8 16.8 12 13 9.5 "___1 1.1> 20 x-20— -- — --10 ---— 18 _ 21.3 -_ - 14 -- 12.9 The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 In Basic Principles of Solvent Cementing The solvent cemerited connection I-) in thermoplastic pipe and fittings is the L--ISt vital link in ----I plastic PiPc installation, It can me;:.in the SUCC(*.SS ()I. failure Of the systen-i as a whole. Accoi.dingly, it requires . Ll'i(I sar-rie professionalC-11*Q ..ilid I-11.Lei)601 I U IM. are (liver -I to OthCI- C(A'111)01'10'lls ()I' Lhe FIYS'-C'*"- There are inal"ty solvel fl. ceinel Itirly WC1 ll-IiCILe.S published coverin(I sLcl) hy SLCI) pi0(.-(,1dL.IIeS 01-IJUSt l')OW to intake SOIVCI-ll: LUI I lei-ILCCI joints. However: we feel CINIL if the basic principles involved are explained, known and understood, ;:I better understancling VVOLJId 1.)(7., gained, as to what CCCIII-li(ILICS 10 st.fiL palliCt-llar applications, ternpei-Mt IIC conditions, rind variaLiul-IS in size and fits of pipe -:11-ld fittings. Be aware at all LillIcs of good safety practices. Solvent CClijel-Its for pipe;mid fiLLij-IgS are flainniable, so there should be no smoking 1-101- (Ahel- sources of hezit of, flame in W01-kill(I of st()"acic areas. Be sure to Wol,l< only in ;i well vel-)Lil,7)L(-(1 space and avoid unnecessary skin contact vViLI-1 all solvents. More detailed safety information is available from Harvel or IFS (WOM-01 1) C01-POI-aliOl'). 5, Tb.xpnsiistentlmake gd pints,.;.the folldvviiig. sh61b-1d:,-, Linderstood.'. -hej6i6ing -surfaces�rhust'be softened "ifluic �,-p Villand made set -n Z siLlfficie'rit:cement mu"st.be'appIied`t&'FHI the..gap-petween pipe and itting. ` -;--i 3'�Ass6mbly of Pipexlr*Lfiaings. must be surfaces ,, made wl-,ii1e.the sLJ,R, s are..stil.1-Yye.,. .,and fluid strength ciMfb.ps,as.the cement,!�. dries. In the.Light part of thejoint,the .-surfaces will tend to'.f6se together., in the loose part the cement will bond, ..'both surfaces. -These areas must be softened and penetrated V E2 wl 1rt ONE S'l 1-1" (cI nei )ill q pi odes, pent:1.1711.1011 and ScNler dr lel cu, bC ;1(:I.Ilcvcd,l)y the. (,Clilcl It ILSCIf (read ONI---- S'II:P cr!IjIeIIjiI*Ig IMICCCILI(C'S carefully; ,(,let to ijj5I;Ijj;Iti0n ijis(rl-100115). For ccitaill Sizes, (JIlder cel twirl coll(jiliol Is, it 111,71y, be desirable to Ilse Il le IWO STEP process Which utilizes a I-)Iilticl* to eliSUI-C XIe(jUaW softer it q. For example, wherl wal kirly in cold weather With large diameter pipe, more time and -Id(Ii(IOn;jI .ipplical.ions may be e(p tired. Cement coatings of sufficient thickness 3W i f rviare than Sufficient cement to'fill . tile IOUSC P,111 Of 11142joint must be, -1pplied. 13esIdes filling the gap, ;I00(it.l.-Ar'. demerit lei It loyers will penctral.c the surfaces and also 11211111il I wrl: 1.111111 theJollit Is :.I.s5CII I filed. flicive LI -IIS Yourself. Apply of I the top surface of a piCc(l. (.)f pipe two separate layors:,Of . - Cel Ilel It. First (low Oil a heavy IclYel*.-' or cement, then alongside,it a' ' thin" I)rushed out layer. 'rest the layers. : every 15 seconds or so by.a'gentlei. lap With your finger. Yc)u.wlll;nOtei I ty that the thin layer becomeSjacky;`, and then dries quickly jprobably:,'I, wilfin 15 seconds) The heavy)lyer:, will remain wet much longer,�N.,oyy, check for penetration a few. �n"' lbqte�' after applying these layers -''Scrape wild .1 knife. The thin layer, will I ;IV(! ;icl)icvc(l IiLI1(1 or no peiiettalion. The heavy one, I-TIPCI) moic penetiation. Surfaces musl[.D.e assembled .while they are wet a,nd,,scift 11 it j(,: cci I if:nt ectatIngs on 11 le OPQ ;it u I liLti, 195 are wet and fluirl WI let I ;Is';(-jIIhIy lakes place, 11-11-Y will tclid to fl(.)W lu(ICLI-ler and become I-IfIC loym. Ahu,-'if the Cement 15 Wet OW .%lil beneath them will still be sofl, ;Intl these softened surfaces in the I igi it hart of the. Joint will tend to (I isc together. Surfaces 1:101 ICIP0 Surrices / ('t• As thesolventAssipites, the cemet'a layer and -tl * ic softened surfaces will harden with a correspol iding'Increase in joint sit cngth.Agood joint will take the I-CCILlired ' workTig. pressure long l3cibic toeJoInt ls'fully dry and firlol strength is Ob6Ined:*In the tight (fused) part of,the.jolnt, strength will (.I(:vL[op I nore quickly that-, In tyre 10ONCr (bonoecl). pprt of the JOIJIL. Inforrylat,106:about the developin ent . of Bond strength of solvent cemented joints Is available. The QUALITY Lute VSR-SF (P)POTTM VANE TYPE WATERFLOW FOR SMALL PIPE SWITCH WITH RETARD Potter Electric Signal Company Potter Electric Signal & Mfg. LTD 2081 Craig Rd.,/P.O. Box 28480 1967 Leslie Street St. Louis, Mo. 63146 Don Mills, Ontario, Canada M3B21M3 (314)878-4321 / (800)325-3936 (416)441-1833 STK. NO. 1113000 U.S. PAT. NO. 3921989, CANADIAN PAT. NO. 1009680 OTHER PATENTS PENDING. The Model VSR-SF is a vane type waterflow switch for use on wet sprinkler systems that use 1 ", 1 1/4", or 1 1/2" pipe size. The unit may also be used as a sectional waterflow detector on large systems. The unit contains two single pole double throw snap action switches and an adjustable pneumatic retard. The switches are actuated when a flow of 10 gallons per minute or more occurs downstream of the device. The flow condi- tion must exist for a period of time necessary to overcome the selected retard period. INSTALLATION: These devices may be mounted in a horizontal or vertical pipe. On horizontal pipe they should be installed on the top side of the pipe where they will be ac- cessible. The units should not be Installed within 6" of a valve, drain or fitting which changes the direction of the waterflow. Theunit has a 1" NPTbushing forthreading into a non corrosive "TEE". See figure 2 for proper "TEE" size, type and installation. UL & ULC LISTED Service Pressure: Up to 250 PSI Minimum Flow Rale for Alarm: 10 GPM Maximum Surge: 18 FPS Enclosure: Cast Aluminum, red enamal finish. Cover field In place with tamper resistant screws. Contact Ratings: Two sets of S.P.D.T. (Form C) 10 Amp. @ 125/250 V. AC 2 Amp. @ 0-30V. DC Conduit Entrances: Two openings for 1/2" conduit. Usage: Listed Plastic, Copper and Schedule 40 Iron Pipe. Fits pipe sizes - 1", 1 'A", 8 1 1/2" Nolo: 8 paddles are furnished with each unit, one for oach pipe sizo of threaded or sweat TEE, one for CPVC, and one for polybutylene. Envlronmontai Llrrnitatlons: 40" F/120" F 4.5" C/49" C Caution: This device Is not Intended for applications In explosive environments. Service Use: Automatic Sprinkler NFPA-13 One or Two Family Dwelling NFPA-13D Residential Occupancy up to 4 Stories NFPA-13R Central Station NFPA-71 Local NFPA-72A Auxiliary NFPA-72B Remote Station NFPA-72C Proprietary NFPA-72D Optional: Cover Tamper Switch , order Slk. No. 0090018 Kit for Outdoor Use: Order Sit(. No. 1940036 Screw Ilse device into the "TEE" lilting as shown in Fig. 2. Care must be taken to properly orient the device for the direction of waterflow. The vane must not rub the inside of the "TEE" or bind in any way. The stem should move freely when operated by hand. The device can also be used in copper or plastic pipe installations with the proper adapters so that the specified "TEE" fitting may be installed on the pipe run. TESTING: Check the operation of the unit by opening the "Inspection Test Valve" at the end of the sprinkler line or the drain and test connection, it an Inspectors Test Valve is not provided. 11 there are no provisions for testing the operation of the flow detection device on the system, application of the VSR-SF is not recommended or advisable CAUTION: There are 8 paddles furnished with each unit. These paddles have raised lettering that shows the pipe size and type of "TEE" that they are to be used with. The proper paddle MU51 be used. The screw that holds the paddle must be securely tightened. PRINTED IN USA REV D BULLETIN 002 PAGE 1 OF 2 4 Service Use: Fire Alarm General Signaling Buiglar Alarm Environment: Indoor or outdoor use (See Note 1) -400 to 150°F (-40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires 6" BELL SHOWN Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power con- sumption and high decibel ratings. The unit mounts on a standard 4" (101 mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications'. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK NO. CURRENTAT (MAX -)(3m) TYPICAL dB 10 FT. (2) MINIMUM d8 AT 10 FT. (3m) (1) 6(150) 12VDC PBD126 1706012 .12A 85, 76 8 (200) 12VDC 'PBD128 1708012 .12A 90 76 10 (250) 12VDC' PBDI910 1 1710012 .12A 92 76 6 (150) 24VDC PBD246 1706024 .06A 67 76 8 (200) 24VDC PBD248 1708024 .06A 91 79 10 (250) 24VDC PBD2410 1710024 .06A 94 79 6 (150) 24VAC PBA246 1806024 .17A 91 76 8(200) 24VAC PBA240 1808024 .17A 94 76 10 (250) 24VAC POA2410 1010024 .17A 94 76 6 (150) 120VAC PBA1206 1806120 .05A 92 82 8 (200) 120VAC PBA1208 1808120 .05A 99 82 10 (250) 120VAC PBA12010 1810120 .05A 99 85 Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -300 to 150°F (-34' to 660C). 2. Typical dB ratings are calculated.from measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Signal Company • 2081 Craig Road, St. Louis, MID, 63146-4161 • Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED IN USA MKT. #8850001 - REV P PAGE 1 OF 2 MFG. #5400776 - 3/99 36 TUN INCORPORATED CORONA. CA • (BOB) 737-5588 : FIG. 23 HANGER FOR C. P. V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE Size Range - 3/4" thru 2" C.P.V.C. pipe. Material- Carbon Steel with galvanized finish G-90 govt. spec Functton - The Fig. 23 and Fig. 24 are intended to perform as a hanger/restrainer to support only C.P.V.C. piping used in automatic fire sprinkler systems. Fig. 23 and Fig. 24 can be installed on the top or on the bottom of a beam. Tlie Fig. 23 can also be installed on the side of a beam. The Fig. 23 and Fig. 24 can also function as a restrainer to prevent the upward movement of the sprinkler head during activation. Approvals - Underwriters' Laboratories listed to support fire sprinkler piping. Meets and exceeds the requirements of N.F.P.A. 13, 13R, and 13D. Features - The Fig. 23 and Fig. 24 incorporate features which protect the pipe and ease installation. The flared edge design FIG. 24 HANGER FOR C.P.V.C. PLASTIC PIPE DOUBLE FASTENER STRAP TYPE - SIDE MOUNT 41—B--0--I>W-I [4--, -, A protects the C.P.V.C. pipe from any rough surface. The Fig. 23 design incorporates snap retainers allowing easier and faster installation. The Fig. 23 and Fig. 24 are easily attached to the building struc- ture using the two hex head self threading screws' furnished with the product. It is recommended that rechargeable electric drills fitted with a hex socket attachment be used as installation tools. No impact tools (such as a harnmer) or impact fasteners (such as drive screws or nails) are allowed. Damage has been known to result frorn installations using impact type tools. No pre drilling of a pilot hole in wood is required. Order By - Figure number and C.I'.V.C. pipe size. Patents Pending '-Hardened hex head self threading screw is furnished with the product and is the minimum fastener size acceptable. C.P.V.C. PIPE SIZE A FIG. 23 FIG. 24 13 FIG. 23 FIG. 24 C FIG. 23 FIG. 24 MAX. HANGER FASTENER APPROX. SPACING HEX HEAD WEIGHT (FT.) SIZE PER 100 3/4 3-1/8 2.5/16 1-916 1-5/32 1-3116 1-3/16 5-1/2 5/16 9 2r.'5x/.8 '„-11/164.1 5%^1`6 r13/t1X3'/ 1; x 1-1/4 MER ,,Or_N4"7-,9, 4-3/16 3 i'3,-tel'%4L-7%321�8a'1° 2-3/32 1-1/2 1-3/16 1-3/16 6 1/2 5/16 11 1.,.. ro, t .:4 �7/° 3 1 ' .1,:3/16 W ' a7r�1�!(. ..., g5/,y1- >. 2 4-7 8 3 11/16 2-7/16_1-27/32 1-3/16 1-3/16___ 8 5/16 15 REVISED 3/94 WA t V -r���Ifrtc. TUV (viii irl O/D VrAt-vii:_ rn C<3 m Y)A) �c7Ctis� �Ovic �i NOTES 1. This additional map sheet is for Informational purposes only and is not intended ` to affect record title Interest. 2. wooe .I—a and /irep/ace inserts installed in any home within this parte/ mop \ / RANCH ` ` / / Chea/ be EPA approved and designed to mea/ emm/ss/ons standards of the Federal / Clean Air Act as ommended. ROq 3. Prior to issuance of building permits, pay school impact fees as agreed to in �.� 228 the conditional rezone agreement. / �V /3i05 20.ec�- 4. Fencing /or areas other than residential areas shall be limited to o maximum o/ / Bva� s.rp— "0. J.9 / 5 rice strands. The lower strand shall be of leas/ /6 -above /he ground and the 58 BB c/ / ` 2�/9 upper strand shall be no higher than 48'. /\ 3 .. / 29 d3 N � 5. No vegetal/on or tree removal except for /hose directly in the way of driveways. structures, or as required to meet fire safe requirements of PRC 4290, and dead and downed vegetation. o' y IooNs.pnr Fr.. h / 6. No :hake roofs or exterior shake siding. S.'back Lin• PARCEL / / / 0All homes must be constructed within /50' of the main access road. l / 8. Clear vegetation in accordance with PRC 4290 and within 10' of all roadways. V) / � q 9. The building setback from the side cnd rear properly lines shall be not less than 30 /eel. —— � p 5 ry (p• (V 10. Development of the parcels will be subject to the payment of Deer Herd Impact fees as adopted by /he Bourd of Supervisors and in effect of the time of building permit application. 11Z I V 11. Automatic lire suppression sprinkler systems shall be installed In all residential structures In ��— 385.26 —� / accordance with the National Fire Protection Assciation Standard for the installation of sprinkler 354.25 j 31.01 I systems in one and two family dwellings and mob//e homes, NFPA Slonord /3D, unless c pressur- ized community water system, with hydrants that meet Fire Department specifications, serves /20 3p. the parcel. �o N y 12. Residents of these parcels should try to preserve the o/d road through these parte/s. SCALE 1" = 60' o PARCEL 2 a N -A l3. The,drivewoy to serve parcel/ shall be located within the southerly 50% o/ the parcel 1 ii frontage on Contentment Lone. �if 353.75 ' / \ 14. Domeshc wells of 800• or more in depth, may be required /o provide an adequate supply of �z2.T4 - 31 y domestic water /or a single family residense. t_ / / i I 15. Development o/ these parcels may require payment of wale/ tender lees. .121 �y m a LEGEND_ 16- A11 new slruclues must meet the' 'File So/o' regulations of Butte County and Public • - �l C - // N V / Resource Code 4290. - - PARCEL 3 C ; `06 /5.50 ® = Existing Will 17 P2°Psr, ry OWr.rerzs H2C .AES PerJS /3GE Flirt ,'tel q/NTs:.NH.v CE OF pep/°�p°°b SroP SIGN. Proposed Well Site I ADDITIONAL INFORMATION SHEET 50.00/ BOUNDARY LINE MODIFICATION AND o - �- - ...... � _ _ -- - -_ - — -- - --- ---- --- — — - - -• - - - .. _. _ _ .... _ CEL. /-/'. .-.....-. _.—. ._.....:_. AP 4&b4— - __--PAR -M /D , -VERNON KOENI G N PARCEL 4 PARCEL 2 AND .a POR. OF PARCEL 3 GF 86 P.M. 24, IN THE S. W. 114 OF SECTION 32, NOTE: 1, a�• T. 24 N., R. 3 E., M.D.M. tos.p/l�vr..� ` BUTTE COUNTY, CALIFORNIA SNbock L/n. SIERRA WEST SURVEYING 5437 BLACK OLIVE DR., (916)877-6253 PARADISE, CALIFORNIA 95969 e94e SHEET 3 OF 3 1 a0^9' C-7) ((P, rVI3 /— RANCH %� FORE] RCAF 05 20.6 299. S Ia ce b -SITE roo•sp/e F... � PARCEL I a � 4 � r v � Q 385.2635425 L01 "1 2 45 NOTES 1. This additional map sheet is for Informational purposes only and is not intended to affect record title interest. '2. Wood ;l..re and fireplace inserts installed in any home within this parcel mop. shall be EPA approved and designed /o meet emm/sslons standards of the Federal Clean Air Act as ammended. J. Prior 10 Issuance of building permits, pay school impact fees as agreed to in the conditional rezone agreement, 4. Fencing for areas other than residential areas shall be limited to a maximum of ` 5 wire slrondi. The lower strand shall be of least 16' above the ground and the . 4_ -upper strand shall be no higher than 48" - 5. No vegetation or free removal except for those directly In the way of driveways. structures, or as required to meet fire safe requirements of PRC 4290, and dead and downed vegetation, 6. No shake roofs or exterior shake siding. 7. All homes must be constructed within 150' of the main access road. B. Clear vegetation In accordance with PRC 4290 and within /0' of all roadways. 9. The building setback from the side cnd rear properly lines shall be not less than 30 reef. 10. Development of the parcels will be subject /o /he payment of Deer Herd Impact fees as adopted by the Board of Supervisors and In effect of the time of building permit appllcallon. IL Automatic fire suppression sprinkler systems shall be Installed In all residential structures In accordance with the National Fir*. Protection Assciallon Standard for the, installation of sprinkler systems In one and two family dwellings and mobile homes, NFPA Stanard 13D, unless a pressor- Ized community wafer system, with hydrants /hat meet Fire Department specifications, serves the parceL 12. Res/dents of !hese parcels should try /o preserve the old road through these parcels. 13. The driveway to serve parcel l shall be located within the southerly SOY. of the parcel frontage on Contentment Lane. 14. DomesNe`wells of BOO' or more in depth, may be required to provide an adequate supply of domestic wafer for a single family residense. t 15. Development of these parcels may require payment of water lender fees. LEGEND 16., All new struclues must meet the Flee Safe' regulations of Butte County and Public Resource Code 4290. S -Existing Well �� 17. P2 epC2 TYbWNE2S 92Cs RESPeNS/QL6 FOrt MA/NrC.AJ1gA/GE OF SII TNG SVOP SIGN. 0 Proposed Well Site J SCALE i" = 60' ADDITIONAL INFORMATION SHEET BOUNDARY LINE MODIFICATION AND PARCEL MAP FOR VERNON KOENIG PARCEL 2 ANDA POR. OF PARCEL 3 OF 86 P.M. 24, IN THE S. W. 114 OF SECTION 32, T. 24 N., R. 3 E., M.D.M. BUTTE COUNTY, . CALIFORNIA SIERRA 'WEST SURVEYING 5437 BLACK OLIVE DR., (9/6)877-6253 PARADISE, CALIFORNIA 95969 SHEET 3 OF 3 a BASIS OF BEARING The South Line of Parcels 2 and sa 3 shown as S 88. 25' 21" E on 86 P.M. 24 f SITE N.E. corner of Ptrrcel2 FOUND of e6PM24 J6J4, ao'nI. ' Fes.31"':: P/pe. LS/ J6J1 par fR1 � l pe 40'50 00"!, f0R/� ' R 520 0'r73 41 O'Zc 'jj /o P ue 05 731 / 1 2 p o � §.0 9 rNe•eessSMp 7 O ti 5� a.iod to ar comfy ofBdloprlPoe,SwrNa CULP TO / t KOENIG 40 Aa 6 R = 450.00 r• P 45 e 6.52 36" PARCEL7. I ` I I / L = 54.01 204 Ac. (GrJ h L52 Aa ONef/ l� /I 30• 30 �� Cafe Q b � \ • 1� WAC, a E/ �/ { E..rf As be rever"d 354.25 rdeeft 3LOI h N 89.44' OT E 385.26 ro. �/ CONTENTMENT LANE DATA � �l�/ • (V (D'R = 20.00 0= 83%338- L = 29.05 S 75. 4r 00' E 20.66 N PARCEL 2 as m N L 02 Ac. (GrJ a s / Q R= 230.00 a=6.46122' L. 27.19 0.93 Aa (Net! I N7.3238 -E, 6.81 _ 4 / 1 I / 32274 - 1 3L I' / Q5 S 7.32' 38- W. 2263 • � N 89.44' 07- E 353.75 / , ' 420.00 6=6.5236- L = 50.41 aR. -4- w- ` a / Q7 S 75.4r 00' E 62.594 (R) i • ICo L/I Aa k (GrJ O` '�� -- LOS Ac. (Net) 4��m'x�\ 1, - P ' O \ KOEN/G I -P ___PTO -Pa_ �e4 C \\\ P CULP NorEr No .42 Ac. ' EdsRny is Wo/ed Par RSM 9'L3i9 Easaeent per Ie37 per R.SX 91-33130 en/ /88.13 OX 533 R.SX 91-13612 S BB• 25.21-E LK R R( R;, RJ, 241 f329f �, �- SJB.07GL1 lJ9.00LBL FOWD \ BASIS of BEARING O 680. o/ W R! I J/4'Mee Pipe. LS. I5• Woler1Ane Easeme-1 C�yOTE f� 3634 per Wto be reserree in dreds. Feud 3/4'11on Pfpe. LS. trouRo 342.14 fY1 3634 per (R1 314- Iron Pipe. R.c.E J4L0! (R! 6948 1600J per (R RG 24) 4% 6111Y O = Sell/2-Rebar. L.S. 5078 LOCATION MAP N.T.S. A = So Standard Co. of Suite S-11 Center/lne Monument • = Found Monumenenl as Noted • Calculated Point only (M1 = Measured (R1 = Record Data per 86 P.M, 24 IRU = Record Data per "79 P.M. 64 (R2) = Record Daloper 79 P.M. 46 (R3) = Record Do/oper 77 P.M. 63 (R4) = Record Date per 65 P.M. 63 P.U.E. = Public Utility Easement P-= Existing P. G. 8 E. Easement per 2095 O.R. 21 7mmn7mmr = No Access Strip SCALE I"= 60' NOTES EASEMENTS OF RECORD: Easements of retard not shown on this map. /it outside the boundaries of this subdivision. 2542 O.R. l00 2542 O.R. 105 CONTENTMENTLANE A 60' non-exclusive easement for Lvgross and ogress and for Public 'Utilities. lobe reserved in deeds and shat portion lying within the - BOUNDARY -LINE MODIFICATION- _ boundaries of this parcel mop to AND be offered for dedication to the PARCEL MAP County of Butte. FOR VERNON KOENI G PARCEL 2 AND A POR. OF PARCEL 3 OF 96 P.M. 24, IN THE S. W. 114 OF SECTION 32, T. 24 N., R. 3 E M.D.M. BUTTE COUNTY, CALIFORNIA ' . i SIERRA � : . 'WEST .. SURVEYING 5437 ,SLACK OLIVE DR., (9/61 877-6253 PARADISE, CALIFORNIA 95969 SHEET 1 OF 3 �lJ PARCEL /0 3 Le'5W a / L03 AG Mr.) 1 m 'G. 59'06'02' L . sL39 I r- 268.69 50.00 3 8.69 N 89.44' OT E bvetl 31ei \ W b / G 2 a PARCEL 4 i • ICo L/I Aa k (GrJ O` '�� -- LOS Ac. (Net) 4��m'x�\ 1, - P ' O \ KOEN/G I -P ___PTO -Pa_ �e4 C \\\ P CULP NorEr No .42 Ac. ' EdsRny is Wo/ed Par RSM 9'L3i9 Easaeent per Ie37 per R.SX 91-33130 en/ /88.13 OX 533 R.SX 91-13612 S BB• 25.21-E LK R R( R;, RJ, 241 f329f �, �- SJB.07GL1 lJ9.00LBL FOWD \ BASIS of BEARING O 680. o/ W R! I J/4'Mee Pipe. LS. I5• Woler1Ane Easeme-1 C�yOTE f� 3634 per Wto be reserree in dreds. Feud 3/4'11on Pfpe. LS. trouRo 342.14 fY1 3634 per (R1 314- Iron Pipe. R.c.E J4L0! (R! 6948 1600J per (R RG 24) 4% 6111Y O = Sell/2-Rebar. L.S. 5078 LOCATION MAP N.T.S. A = So Standard Co. of Suite S-11 Center/lne Monument • = Found Monumenenl as Noted • Calculated Point only (M1 = Measured (R1 = Record Data per 86 P.M, 24 IRU = Record Data per "79 P.M. 64 (R2) = Record Daloper 79 P.M. 46 (R3) = Record Do/oper 77 P.M. 63 (R4) = Record Date per 65 P.M. 63 P.U.E. = Public Utility Easement P-= Existing P. G. 8 E. Easement per 2095 O.R. 21 7mmn7mmr = No Access Strip SCALE I"= 60' NOTES EASEMENTS OF RECORD: Easements of retard not shown on this map. /it outside the boundaries of this subdivision. 2542 O.R. l00 2542 O.R. 105 CONTENTMENTLANE A 60' non-exclusive easement for Lvgross and ogress and for Public 'Utilities. lobe reserved in deeds and shat portion lying within the - BOUNDARY -LINE MODIFICATION- _ boundaries of this parcel mop to AND be offered for dedication to the PARCEL MAP County of Butte. FOR VERNON KOENI G PARCEL 2 AND A POR. OF PARCEL 3 OF 96 P.M. 24, IN THE S. W. 114 OF SECTION 32, T. 24 N., R. 3 E M.D.M. BUTTE COUNTY, CALIFORNIA ' . i SIERRA � : . 'WEST .. SURVEYING 5437 ,SLACK OLIVE DR., (9/61 877-6253 PARADISE, CALIFORNIA 95969 SHEET 1 OF 3 zz_ z m 6948 OWNER'S STA TEM Wer Vernon Keenly and [erotic KeenfQ_ husband and wife as owners of the land a$ shown on the annexed mop, and Bank of Amerlea NT B SA_ a National Bonkine Assodallon.' as beneflefory Ander Deed or has/ ncwred f+brsery Z 1993 under Butte County Recorder's Sericl Number 95-3738 and pas trustee under Deed a` Trust recorded — under Butte County Recorder's Serial Number I do hereby state that we aro the only persons whose consent is' necessary to pass dear title to said land and we consent to rhe preparation and recordation of said mop as shown within the border lines. Vernon Koanig Bank of A"rfca NT -8 SA, o National Banking Association rello Koenig ' br. Sig�ROGe P;# Primed Name A�srsTiowvzr drie. �rt:ti(?G,JI� Title STATE OF CALIFORNIA COUNTY OF SAN BERNARDINO On aT A.•,e it , 199 , before me V. Afr f/tt. personally appeared 44:4/�s.2,#6?{d. fC/GY/9. Personally known to me for proved to me on the Dosis or satisfactory evidence) to be Me person(s) whose nomets)�!Jft _subscribed to the within instrument and acknow/ed ed to . me that,, ,2f executed the same in -.*{Lk outhorized copocityfies) and that by � signaturefs) on the instrument the person(s) or Me entily upon behalf of which the person(s) acted, executed the instramatiL Nolorr. •� E Signature puny . 161/is,✓ Printed Name My Commission Expires . „ tnitk! V. ul"- STATE OF CALIFORNIA a lonszn m COUNTY OF ORANGE: CR IOMZ ,19-9 b personally appeared 7L fes' ��,. personally known to me for proved to me on the basis' of satisfactory evidence) to be 1M. person(s) whose name(s).li_sybecrOod to the within instrument and acknowledged to me thaULP located the same In,ift)--outhorizel capicity(ies) and that by—A!$--- signolarels) on the lnstrtunont the person(s) or the #"),lily upon, behalf of which the person(s) acted, eseca/ed a hnaframenI. Notary: Signature County f }Nttb1✓Y .T_ 2 eacv�Z2! �' /t ll9 7 t�q�9 zZ Printed NameMy Commission Expires " a STA TE QF CALIFORNIA COUNTY O TTE ! On , beforeme, the undersigned,a Notary Public, in and for said State and County, persono1 Bored proven to me on the basis of satlsfocto vidence to be the person who executed the within instrument oson b 1 01 therein named art konwledged to me that such corporation executed the within instrument pursuant to ifs by- s or o resolution of its board of directors. WITNESS my bond and official seal. u STATE—OFCALIFORNIA it On -be efore me, the undersigned, a Notary Public, in and to - said Stole anal Counlr personol/yored proven tome on the basis of solisfactory • once to be the person who executed the within instrument as on be o1 therein named on owledged to me that such corporation executed the within instrument pursuant fo its by -lo r o resolulio^ board of directors. WITNESS my hand and official seal. 'T Jill III SURVEYOR'S STATEMENT The annexed map was prepared by lne or under my direction and.is based upon a field surveyin conformance with the requirements of the Subdivision Map Act o.•ri loco: ordinance of the request of Zlz-e-= a2r_-_, "'d _ on((_TlGf9S I hereby state that ruts parcel map substantially to the pproved or conditionally approved tentative map if any. I hereby. stole "hat the survey is true and complete as shown, the monuments shown exist and. are of the character end occupy the positions indicated and are sufficient to enable the survey to be retraced. c r Robert Borgslen L.S. 5078 E'a' 1 •r/ Registration Expires 6-30-99 COUNTY SURVEYOR'S STATEMENT I have examined this mop and it is substantially the somi os it appeared on the tentative mop and any approved alteration thereof. All of the provisions of the Subdivision Mop Act and local ordinances applicable at the time of approval of the tentative map have been compiled with and I am satisfied that this mop is technically correct The 60* Road Easement Contentment Labe, offered for dedication is not accepted at this time. Dated j4P/R11- 24, /996 RECORDER'S CERTIFICATE —A&a� ea& Stuart Edell R.C.E. ?3132 Deputy Suite County F urveyor Registration Expires - 3-31-99 Filed this -761k day of APRIL rlc9 fQ of 3;yi -LM, in Book /39 of Parcel Mops, at Pages b3� at the request of Sierra West Surveying. Fee Serial No.gb— /� Ley—� 8 Butte County Recorder By Deputy PARCEL MAP FOR VERNON KOENIG PARCEL 2 AND A POR. OF PARCEL 3 OF 86 P:M. 24, iN .THE S. W. 114 OF SECTION 32, T. 24 N., R. 3 E., . M.D.M. BUTTE COUNTY, CALIFORNIA SIERRA WEST SURVEYING 5437 BLACK OLIVE DR. (916)877 6253 PARADISE, CALIFORNIA 95969 Sheet I of 3 AP 56-3(o-20 Q � � if ti Date Scale Drawn , ll Job Sheet Of l Sheets