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047-680-011
047-680-011 00-2287, NEWSUM, PAUL A. 13863 COMICE CT. CHICO CONTR: DAILEY, DAN q,/3'01 SINGLE FAM. 443R. 047-680-011 04-308 NEWSUM, PAUL. 13863 COMICE CT, CHICO Cont: PERFECTION POOLS NEW POOL MSTROI-500 NOTES RESIDENTIAL ;- 047-680-011 00-2287 P14 ERMIT NO. NO. - NEWSUM PAUL A. '. 461 �- 13863 CONUCE CT. CI-IICO i CONTR: DAILEY, DAN SINGLE FAM. 4BR. SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REO. FIRE SPRINKLERS REO. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I f OFFICE COPY I Address -LZ i 1f r � �ii f• � - ff lel" i ELECTRIC 'r Meter By ��• ff/ . � y 1•d �-,•?_• - ,'.may •, Y� K, � 4 � 1s: •1 S rf d •kt • r SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REO. FIRE SPRINKLERS REO. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) '1-13-01 Signature Uaau� I f OFFICE COPY I Address -LZ i 1f r I I GAS"Date/—:Y Meter B / ELECTRIC Meter By JOB FINALED (Date) '1-13-01 Signature Uaau� ✓ = OK 0 = Not OK' - = NotApplicatt,!e = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footinbs; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only: License Decal 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. Footinbs; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-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 FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) t = Not Ready Date Unde oor (Plans) OK except #'s Date FRAMING (Continued) 1. Zoni -Setbacks-Easements-Flood-Slope H gars -Post Caps -Anchors -Connectors %-41g'., in; Soils-Elec. Grnd.-/ " Ftg. Depth QA510g. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. g., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth ii Ice Ties or Type A Flue -Fireplace Throat Clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 49 c Ac6ess; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls; Main; Steel-Blockouts-Wrapped Windows or Exiting Doors -Sill HL & Dimensions 6. Step4a'lls, Garage; Steel-Blockouts-Wrapped / 5 . GArage Fire Protection Framing old Dow 2s and Special Anchors �- Pr rty-Line-Firewall & Openings 7. Sla eel -Wrapped / xt. Doors One 3' -Check Garage 3rd Story, 2 Exits - -(�8 rs-Fireplace Ftg.-Steel 54. St 'rs Width -Headroom -Rise -Run -Landing -Fire Protection D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test t !-45-"Plywood on Roof Overhang -Attic Vents -Rafter Outriggers !22, OF as Pipe; Size Anchors - Yard Gas Piping; Size Test 56. Siding -Nailing Veneer (11^ater Pipe; Test -Anchors -Regulator -Service Test 57. Stu Mesh -Drip Screed -Fd. Vents-Underflr. Access ' 12. Electric Underground 8 zing Area -Glass Protection -S lights -Plastic 13. Plenums & Ducts; Clearance -Material -Support -Ins. /VGL Shear Walls; Nailing -Bolts 14. Gi ars-Sills•Anchor Bolts -Joists -Vents -Cripples ( 60. Brace Interior/Exterior W anels Access & Ventilation - 61. Insulation -Walls -Ceilings 16. Insulation 62. Infiltration -Walls -Windows Date -Uv Card B-1 Date Card B-1 Date ;?- /- 6 Or Card B;A Date Card B-1 Date P Y BING ( ermit) OK except #'s llWdter H , Ve 14ccess-Combustion Air Baffle '18!W r Pi , Test & Anchor -Nail Protection D. iTest Fittings & Anchor -Nail Protection Pan; Test, First Floor -Tub Access N -fest T b & Shower, Second Floor -Tub Access 22. Pipe; Sixe & Anchors Date J. - %, 0 1 Card B-1 LL"/ Date Card B-1 Date Card B Date Card B-1 Date fZECTRICAL (Permit) OK except #'s 21' Fi re Transformer Clearance -Ins. Protection ZAXIeGe4ecebtacles Spacing -Lights & Switches at Doors 5. iz axes & No. of Conductors Stapled ex Installed Close to Edge of Studs & C.J. 2 . EcI'¢6Cuound made up w/Meth Fasteners -Bond Gas & Water App'(iance Circuits in Kitchen & Conductor Size GFI 2�-4uub eed Wire Size / X ga.X1 AI-A.C. Wire Size / / ga Cu or Al ange Circle / (J ga 0,or I -Oven Circ. / / ga Cu or Al Insulated -Neutral I] No 31. S ice -Riser Conductors & Ground Main Disconnect 3 . EgVip. Clearances Panels -Motors -Meth. Equip. 321-16ot (Closet Light -Shower Light -Spa Light make Detector Date -� ( Card B-1 ^j C�/ Date Card B-1 Date Card B-1 /v Date Card B-1 Date MECFJANICAL (Permit) OK except #'s 35. Z is Insulation & Support 36-16,'PKan, Exhaust above insulation 3 . Cond sate Drain & Overflow, Size & Grade 38 a -Vent Access -Comb. Air -Return Air Vent 115 outlet 39 ttic Access & Platform if Furnace in Attic Date,+- ` r7 Card B-1 .z Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s S'ts Proper Materials & Anchors 4Walls Studs -Nailing Spacing & Braces -Plates -Sound Baring W_aIIs over Girders & Floor Nailing Pfaff Stop in Walls (rat proof) 44. Fir Stops, Furred Ceilings -Stairs -Chasers -Tubs 4 -4 -leaders & Beams -Size & Bearing Date Card B-]�_ Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s A -1;? -Steps -Door & Sidelight Protection -Landings Sr a Detector Furnace Vents -clearance -Comb, Air -Connector - In arage; Above Floor -Ducts -Mach. Protection 7. G.F.I. & Bath Fixtures Access -Spa Ele,p. Trim & Subpanel, Breaker Sizes &labels ft-16taiLp4 Rails ireplace or Stove, Clearance -Hearth 7 lec. utlets at Wood Panel, Int. & Ext. 7 ixt. Appliance; Ground -Air Gap -Cooking Clearance _ 71-191 .Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure 75. A.P.-Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. i arage; Above Floor -Meeh. Protection Plb., Elec. ech. Equip. Listed for Location ceptacles in Garag (1 .F.1.)-Romex Protection Y'T- Insulation-Foa n Attic 80. & Deck Construction -Post Caps B rawl Hole Door Drainage & Wogd-Earth Clearance Looked under Fldor ❑ Yes 82. Following Instld./Drive s U No/Walks ZjAs ❑ No/Planters 61 es 0 No J 'A Oi83. St o Brown -Finish T u A.C_AJ"nit Disconnect, Electrical -Plumbing 8 ents'Above Roof, Plbg-Appliance-FireplAce-Clearance to Openings 8; -"Ext! EIec:Trim,F.L4ieEeptac nderg round en ' ion Throughout House lass Protection 9 Cozdtions from Previous Inspections a Test -Meters Tagged, Gas -Electric 9Z14ater Oewer Connected -C/O to Grade -HD Approval 93. E gy Compliance Certificate -Other Certificates ddress Posted i Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final r �.V CLIMATE PRO®FIBER GLASS BLOWING WOOL .'' Your home has been professionally insulated to provide a guaranteed thermal resistance. HoMEowAER's NAME 41'1C U Yy\ STATE Gly ZIP RECORD OF INSTALLATION BLOWING WOOL I NEW CONSTRUCTION IF RETROFIT: ❑ RETROFIT , DEPTH OF PREVIOUS /` INSULATION NUMBER OF BAGS USED INCHES � `� 'k'L AREA INSULATED /U.l ESTIMATED R -VALUE OF so. r. PREVIOUS INSULATION IN. �5l �F THICKNESS OF INSULATION TYPE(S) OF PREVIOUS ' INCHES INSULATION IN ATTIC _/�(jIN R -VALUE OF INSULATION 3/ `� FLOORS '19 IN. BATTS AND ROLLS MINIMUM THICKNESS BAGS PER 1000 SO. FT. RNALUE THICKNESS AREA INSULATED CEILINGS / IN. �� % 'Z r' Z i SQ. FT. sq. ft. of installed IN. �5l �F net area should not WALLS_ IN. _ SQ. FT. FLOORS '19 IN. not be less than: SQ. FT. SQ. FT. 15W J,) IN. 142 sq. ft. IN. . SQ. FT. > I CLIMATE PRO, BAG WEIGHT - 25 LB. NOMINAL �I Y� y� T ;r a R -VALUE MINIMUM THICKNESS BAGS PER 1000 SO. FT. MAXIMUM NET COVERAGE MINIMUM WEIGHT PER SO. FT. To obtain an Installed The number of bags Contents of The weight per insulation insulation per 1000 sq. ft. of this bag should sq. ft. of installed resistance should not net area should not not cover insulation should (R) of be less than: be less than: more than: not be less than: 11 �' 5% in. 7.0 142 sq. ft. 0.1761bs. 19 8% in. 12.5 79.9 sq. ft. 0.313 lbs. 22 10 in. 14.6 68.4 sq. ft. 0.365 lbs. 26 11% in. 17.2 58.0 sq. ft. 0.431 lbs. 30 13 in. 20.0 50.0 sq. ft. 0.500 lbs. 38 161/4 in. 26.3 38.0 sq. ft. 0.6591bs. 44 18% in. 30.5 32.8 sq. ft. 0.7631bs. 50 2014 in. 35.5 28.2 sq. ft. 0.8861bs. 60 23% in. 43.0 23.2 sq. ft. 1.0761bs. INSULATION CONTRACTOR SIGNATURE — Y� DATE — /-0/ COM PAI ' L-A J IJ( for \ ADDRESaI VG' �Q1r T� PHONT _/ �tJb� I y �> HOME BUILDER SIGNATURE DATE ` COMPANY ADDRESS PHONE �i Johns Manville BIC -194 7/97 • 0 1997Johns Man ille Corporation Johns Manville Corporation, P.O. Box 5108, Denver, CO 80217-5108, Internet: http://www.im.com. For more information call 1.800-654-3103. MR ENGINEERED WOOD SYSTEMS Certificate, of Conformance Certifi 054065 THIS IS TO CERTIFY that the glued laminated: timber. products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products– Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP=' Computer Program For.Determining Design Stresses AITC 11.7-93 – Manufacturing – Standard Specifications For Structural Glued Laminated Timber Of Softwood Species . R IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated -timber members Were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the.in-plant QA program with adequate "sampling to verify' conformance to industry standards for lumber grade and glueline bond quality. ` ' - • ` 6_'196 X I o?/) 0 o W 0 00 •., pRP 0 Rql i�U4 !CM M yam ,H `N G, by T 4L I A&,'— - Thomas G. Williamson Executive Vice President �sL ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 191h Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 APAIUVW40 Certificate of Conformance Certificate 054065 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products – Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 – Manufacturing – Standard Specifications For Structural Glued Laminated Timber Of Softwood Species+ IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling'to verify conformance to industry standards for lumber grade and glueline bond quality. z SEAL • 3 by —, Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 CIVU11Vr-r-nCU YYVVU Oro 1amo ml1 Certificate of Conformance- Certificate 054065 THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Softwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate sampling to verify conformance to industry standards for lumber grade and glueline bond quality. 7%�2 d %z, `ORP O Rql� `p NA10 / S = R, SEAL } r 3 � r � 16o: ff. ti' ��SIf ;N by 4S - Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma, WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 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 MCws LIM OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ""/) 1111)>l///7/'f /11'/1111111- / EGD 7" !��ii/C" Date 0 ` � _ C 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 in —T OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. �✓GSI/G1 SIL �F i� _K . S 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 06-1714 7 OWNER �� PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should b brrected. Please notice this office when correction of work is completed. If you have 9,py questions pertaining to this matter, or need additional explanation, please contact this of ' e immediately. S 7,4_2'>! 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 00 - ,�a �. OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1 REV 10/92 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7'County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541,3�1 0• (Rev.12/96) APPLICATION AND PERMIT �� � B ASSESSOR PARCEL NUMBER 04.7-680-011 ZONING BUILDING PERMIT OWNER PAUI:A. NEWSUM 530 TELEPHONE 899-9836 SO. FT. OCC. BUILDING VALUATION 9491 R 134,51400 OWNERS MAILING ADDRESS 18 DAHLIA WAY SHICO CA 95926 - 947 11 17 046 On CONTRACTOR'S NAME DAN DAILEY 530-1519-7000 I TELEPHONE DONTRA1 D�15� TILING TNDECHER CHICO CA 95926 CONSTRUCTION LENDER BUTTE COMMUNITY BANK KEN TROMBLEY Fireplace LENDER'AvUG WEST EAST AVE SUITE E Total Valuation $ ARCHITECT OR ENGINEER NORTH STAR ENG LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 846 00 ARCHITECT OR ENGINEERS MAILING ADDRESS 20 DECLARATION DRIVE CHICO CA 95973 Plan Checking Fee $ BUILDING ADDRESS LOT X11 AUTUMN PARK SUBDIVISION Energy Plan Checking Fee $ $23-00 13863 COMICS CT. CMICO CA PERMIT FEE $ 1438.90 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 13 7.00 91.00 USEOFSTRUCTURE SF OX Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: SINGLE FAM. 4/bdr Gas piping system 1 - 5 outlets 15.00 5 00 Building sewer 15.00 Mobile Home I S I G 1W 920.00 PERMIT FEE $ iqr, nn ELECTRICAL PERMIT I Fling Feel 20.00 Main Service 20.A OR LESS 23.0023 01) LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POSINGLE License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, 0 do the work, and the structure is not intended or offered for sale. 6Y1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O I 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. O 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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. a ACC. BLDS. so: 3.5¢FT. ND" NR°�DTMULTI.OUTLET 97.50 8 OUTLET CIR.WER APPARATUS EX. OCCU OUTLET OR FIXTURESBAL @':50 FIXED OR Ex. Occu . oUr rs PM.) El 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S1 3.30 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 85.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation qLone 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 worker ' ompensation rovisions of section 3700 of the Labor Code, I shall fort it comply wit se provisions. o�.7 X Date / � Aa 0 Si a ure of Applica 0 -Owner ❑ Contractor ❑ Agen An OSHA permit is quired for excavations over 5'0" deep and demolition or construction of structures over stories in height. Mobile Home Installation Fee I $ Energy Inspection Fee $ 46.00 OCC R3 CONST. TYPE VN TOTAL FEE $ 1919.20 HAZ. . FEES P OD F P EL E This permit is hereby issued under the of the Butte County Code and/or Resolutions indi d ab for hirh fees have PERMIT EXPIRES ON /Q applicable provisions to do work been paid. Date A 'P/0 I tyelej Receipt No. 302957 1919.20 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLICANTf COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION N, 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541^ ,PERMIT No. Rev. 12/96) APPLICATION AND PERMIT /_10��12Z ASSESSOR PARCEL NUn / / _ ^, U, �( ZoNiNa BUILDINGPERMIT XhNNHR PAu� .1. NEw-5 TELEPHONE SO. FT. O BUILDING VALUATION OWNERS MAILING ADDRESS�q' � ,/LJ J2 / H G 96-226, .C/ ®i CONTRACTOR'S NAME DAN DAIzCY TELEPHONE ^ ' CONTRACTORSNO ADDRESS L / 0" CONSTRUCTION LENOEA ' N N LENDER'S MN ADDRESSFre %��P5alZZF E lace Total Valuation s ARCHITECT OR ENGINEER �R�ct�Eu�u ��ENO. NO �/6E.�//V 9 FilingFee $ 20.00 Permit Fee $ ARCHITECT OR ENOINEERS MARLING ADDRESS 20 DECZAZ4 7-,1QAJ 1PA'JV1_=_L ! d 1r14 9 Plan Checkin Fee $ BUILDING ADDRESS ,LO Energy Plan Checking Fee L N 3 5 PERMIT FEE lDT S BONSIONSNAME ur Av PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF [?'-Duplex ❑ Mobilehome ❑ 'Other SPECS Each Trap a .90 7.00 _ Solar or heat pump water heater 23.00 Water piping 15.00 ( S Each gas water heater or vent 15.00 TYPE OF WORK New O Addition ❑ Remodel O Utilities O Installation Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 2 Mobile Home . ISI GI W (P20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOV OR LES Main Service 2ooA OR LESSS 23.00 -2j ^ j (Z, t L ^� „ -n CJ � Q �c _7 5 Receipt No. WHITE •O.D.S.-8.0. CANARY -ASSESSOR PINK -INSPECTOR GOLDEN 800 -APPLICANT Main Service 200A TO 1000A 46,00 NEW CONST. OWEt11NG OCCUP. 3.5¢so. 1 hr1 OR AO DNS. ( 8 ACC. BLDS. FT. I NEW CO MULTI -OUTLET NON-RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET 010. OUTLET OR FIXTURES ®I EX. OCCU B200 0 y0 Ex. Occup. oLITLEFOrs .E�s, .) E.. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE f o MECHANICAL PERMIT Fling Fee 20.OQ Heating s P L Cooling H 6.50 Hoodd Ventilation .SZ' 3 PERMIT FEI_ $ Mobile Home Installation Fee $ Energy Inspection Fee S occ TIPTAL FEE $ coND-- HAZ. n i O A l�_ COF PARCEL I PO HO ISSUE Z— This permit is hereby issued under the ap a provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON tvafa COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT No. (Rev.12/95) APPLICATION AND PERMIT - l ASSESSOR PARCEL Nu / [ Zo►/' BUILDINGPERMIT OWNER PAuG NEws t r TELEPHONE 44q SO. FT. O BUILDING VALUATION 1 OWNERS MAUNO ADOREaa /A DAHLIA WAX, CdJcn, r2A 96_1�126 01-F-47 CONTRACTORS NAW DAIV ,D /L EYN TELONE ^ ' V COWRACTORS NO ADDRESS L / U)I AJ CONSTRUCTION LENDER /V Fireplace LENDER•s MAI ADOREaa ;aI E ARCNITECT OR NO/NEER LICENSE NO. NOAl6E,t'/N (RxHEL1Fu) 15.3 Total Valuation S15 Filing Fee S 20.00 Permit Fee S O ARCWTECT OR ENOWEERS MAUNO ADDRESS '2,0 Gi0 / d Plan Checking Fee $ L euaowoADORESS Energy Plan Checking Fee $ 3 $ /X3& Co !CE CT 14D PERMIT FEE $ (J LOT S UTpNs PARCEL MAY PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 v USEOFSTRUCTURE SF Gr -Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 1 23.00 Water piping 15.00 ( S Eachas water heater or vent 1S.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation Other ❑ Describe Work: Gas piping system 1 - S outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W §20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 OOOV OR LESS Main Service so.OR LESS 23.00 3 ^ 1 IMobile Gt—T^� � � �� cc //,,�� � �f 6 ` -/ r RaceiptNo. WHITE-O.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT Main Service 200A TO IOWA 46.00 NEW CONST. OWEUJNO OCCUP. 3.5¢sFTo: I�T OR ADONS. (, i ACC. S. NEW CONST.MULTFOUTLET NON-RESIO. §7.50 POWER APPARATUS 8 SINGLE OUTLET C.P OUTLET OR FIXTURES 200 1.00 EX. OCCU SAL .50 EX. OCCU • OFOf OE. 5.00 Temporary Service 23.00 Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE :(163,301 MECHANICAL PERMIT Fling Fee 20.00 Heating �– Cooling Hood 8.50 ventilation PERMIT FEt: S Mobile Home Installation Fee $ Energy Inspection Fee 8 °" CO's' T. , TOTAL FEE $ HA2. O. FEES IMP 00 COF PARCEL PD NO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (y, to) NorthStar ENGINEERING Civil Engineers - Planners s Surveyors FAX TRANSMITTAL SHEET DATE: \0— (S -&v JOB # SEND TO: Name Company Phone # FAX # MESSAGE: FROM: Name -_-x - - ►-� Company NORTHSTAR ENGINEERING Phone # (530) 893-1600 FAX # (530) 893-2113 E-mail NUMBER OF PAGES: Cover sheet plus 2— sheets _20 DECLARATION DRIVE_ CHIC_ 0, CALIFORNIA 95973 $30-893.1600 FAX -893.2113 Toa Zb0'ON 00TTdd0VTZ8Z9 <- 9NIa33NI9N3 2JUISHIaON SO:ST 00/ZT/0T - `. � �-�` N ."� �^ �-'Xi�' ;jv{�'if4"ids:i+'".+,..'ii4.r�nKi+��`�rr.:�_-r,.`�-7-•'+� ., CO .NTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION {�. 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 4j 15 LU S ASSESSOR PARCELER: a W 7— o V Proposed Building Use: � Building Inspector: Date: (V — 49 ( - C--' 6.) At time of permit applicatio , I as advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- OPZElot plans, 3/4 sets, signed by the preparer of plans. ------ omplete plans, 3/4 sets, signed,by the preparer of plans. plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. truss details and layout in duplicate (required prior to plan review) No faxes! --------- Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- El 8. Hazardous Material Form. ------------------------------------- El 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ ❑ Fees of $ ------------------------------------------------------------------------------------- pact fees as shown on the attached schedule. -------------------------1----------------=----------- -------- . p -p ahfomia Department of Forestry plan approval/fees. - ,sea Y-- er ---6-16 ---o ------ -�j . Flood elevation certificate. -------------- ---------------------------------------------------------------------- tation and plot plan approva iC 0 Health Department. -------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 1 . Plot plan and business license approval from the City of Biggs. ---------------------------------------------- V117. Planning approval for (A) Use: (B) Parking: -------------------------- 8. Contact Land Development about Improvements, ❑ Drainage, IVLegal Parcel. ----------------------- Encroachment Permit for driveway (construction approval prior to occupancy). --------------------------- f 020. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- �Letter0'signatr e authorization. -------------------------------------------------------------------------------- copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 779 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. -------------- ❑30. Other: ------ Zyou issue the Permit process as follows ❑ Mail to owner, ❑Mail to contractor. ephone 3 & and hold for pickup at© 11 eliv ith inspector. 154�7' /O//�7C0 p %7� Applicant: CG� I� Date: � I���/(/ Copy of Haz-Mat form sent ❑ Health 13 ent, ❑ Fire Department, ❑ Air Pollution ate: eP ep By. Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Bu' Divi •on counter, by Date: - Plans reviewed by: Date: Plans approved by: Date: G Sets of plans on hold in 0 Plan Cabinet, 0 A.P. folder. Note transfer by: Date: 0 ��v�1SvM T) VIE:cvfMTT o �= 0 i3 C 23 Zn G I MZ-�s PWA-U`*r-S- I s -2- To v p�o,,!T. 5eAm f�S fPECIFt�D Ili C�-CS• W& -z �cL Re V\J5�M 'ttE� S . YA I . Engineer or Architect shall identify on the plans when special inspection is required per Section 1701 of the Uniform Building Code, list the type of special inspection required and any special requirements for testing. 2. Plan check engineer will attach the "Special Inspection Note" form to the plans indicating which items will require special inspection. r t 1 1 i 3. Plan check engineer will notify applicant and list on the data sheet that approval of the special inspecior`is_ required prior to issuance of the building permit.. , 4. A preconstruction conference may be required by the Plan Check Engineer to review special inspection requirements and procedures. 5. The special inspector shall be employed by the owner, architect or engineer of record, but not �y the contractor. 6. Prior to our approval of a special inspector, a resume and'other information may be requested to verify the qualifications and certification of the special inspector. 7. Special inspectors shall submit reports to the Building Division stating that all items requiring special inspection and testing were fulfilled. Final report is to be submitted and approved prior to final inspection of building. WaXIM-WN&TOXNALLINSUCIM_ In addition to the inspections required by the Uniform Building Code Section 108, a Special Inspection is required in this building in accordance with the Uniform Building Code Section 1701. t Duties and Responsibilities of the Special Inspector: 1. The special inspector shall observe the work assigned for conformance with the approved design drawings and specifications. 2. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Building Division called inspections cannot be delegated to him, so inspections must also be,made by Butte County. 5. Any change in special inspection firms made after permit issuance shall be approved by the Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special inspection is required for the following items: f Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). [ ]Structural Masonry [ 1l-iigh Strength Bolting [ ] Welding [ Bolts installed in Concrete [ ]Other: December 1996 4.0 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 /Y PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ A. P. #0) 4 ?Z9 DATE - RECEIPT # DATE REC -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ WevisPlan Checking Fee ....... $ ed CHOOL DISTRICT FEES C 0 (paid at District Office) 17` � 0!? SHERIFF FEES (paid at Building Division) _ I Residential ........ x $360.00 = $ O Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. ommercial (sq.ft.) .. x =$ Sq.Ft. Amt. ' . RECREATION DISTRICT FEES (paid at District Office) �_0 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) 200.00 (paid at Building Division) 9. A 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 ch ed uring the plan checking process. APPLICANT DATE Pursuant to Government Code Sectiy66020, 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) !e'er .. COUNTY OF BUTTE 4 DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538=7541 SCHEDULE OF FEES DUE OWNER V S UAll A.P. # 0 �f 4 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 14 I C U n 17— 0 (paid at District Office) / M ,3, SHERIFF FEES'(paid at Building Division) _ O Residential ........ x $360.00 = $ O Units � • � ` 0 ,��� Commercial (sq.ft.)... x $0.03 = $ 1 Sq.Ft. � =+ i 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) al/ 6. THERMALITO DRAINAGE DISTRICT FEES /1 1 $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK `� Q ' $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)'� V 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 uring the plan checking process. {DATE APPLICANT ,� f v il Pursuant to Government Code Secti 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) k NorthStar O ENGINEERING Civil Engineers , Planners - Surveyors I have reviewed the truss submittal for the Andy Newsum residence located in Chico as provided by Longfellow Lumber Company. The purpose of my review was to insure that the Truss Designer used the proper gravity and lateral loading where required based on my analysis in the design of the trusses. Based on my review of the truss calculations, the Truss Designer has used the proper gravity and lateral loads and truss spans for the design of the trusses. We did not verify the structural design of the individual trusses. The Truss Designer and Manufacturer shall bear the entire responsibility for designing and constructing the truss per plan. Signed, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893-2113 AC.lVf� N, ENCROACHMENT PERMIT 'COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE, OROVILLE, CALIFORNIA 95965 FAX: (530) 538-2140 APPLICATION [/WE, the undersigned, hereby apply to the County of Butte for an encroachment peg" to do the following work under or over the county. roads and highways, all in accordance with Countyces and general laws. (All information except signature must be typed or legibly printed.) 117 MAILINGADDRESS:i 014 e'f l e-,0 4 a4 2-5-22>6 PHONE: .S.�D - 899 - 9me6 DATE: SEPrc-/yBE.�? iCS, 2OQ� LOCATION OF WORK TO BE DONE:_ L i�/Tr'H/,S .�be-DiVk51Q 1- - 4P- - �8 5' 7- 3 9!0 3 Co.7i /c -C r- ovi' t TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): �Rrt.4 AQ C ,A/,-- / iV l �A/r�,T77-7- — J'�Al"Ar o,Z 6fZM-7Z 3. Underground Conduit: 4. Other: PERMIT GRANTED'.' In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. O AII work shall conform to accompanying Date Issued: GO Surety: Yes ❑ No d� Expiration Date: 4'-�.S Detail ❑ Plans ❑-- Special Conditions Q. Mike Crump Director of Public Wor By UNTY EFORE E DONE 38-7681 F DISTRICT -3 [/WE, the undersigned, hereby apply to the County of Butte for an encroachment peg" to do the following work under or over the county. roads and highways, all in accordance with Countyces and general laws. (All information except signature must be typed or legibly printed.) 117 MAILINGADDRESS:i 014 e'f l e-,0 4 a4 2-5-22>6 PHONE: .S.�D - 899 - 9me6 DATE: SEPrc-/yBE.�? iCS, 2OQ� LOCATION OF WORK TO BE DONE:_ L i�/Tr'H/,S .�be-DiVk51Q 1- - 4P- - �8 5' 7- 3 9!0 3 Co.7i /c -C r- ovi' t TYPE OF WORK TO BE DONE 1. Curb: ❑ Gutter: ❑ Sidewalk: ❑ (PLEASE CHECK) 2. Driveway (List Type): �Rrt.4 AQ C ,A/,-- / iV l �A/r�,T77-7- — J'�Al"Ar o,Z 6fZM-7Z 3. Underground Conduit: 4. Other: PERMIT GRANTED'.' In compliance with your above request, and subject to all terms, conditions (including those printed on the back of this form) and special conditions written below, permission is hereby granted. O AII work shall conform to accompanying Date Issued: GO Surety: Yes ❑ No d� Expiration Date: 4'-�.S Detail ❑ Plans ❑-- Special Conditions Q. Mike Crump Director of Public Wor By GENERAL CONDITIONS 1. It is understood and agreed that the County has prior right to the use of its rights of way. It is further understood and agreed by the Permittee that the doing of any work under this permit shall constitute an accept- ance of all the provisions contained herein and failure on the Permittee's part to comply with any provision will be cause for revocation of this permit. Except as otherwise provided for public agencies and franchise holders, this permit is revocable at any time. This permit is to be on job at all times while the work is being done. 2. All work shall be done subject to the supervision of and to the satisfaction of the Public Works Department of the County of Butte. The Permittee shall, at all times, during the progress of the work, keep the County Highway in as neat and clean a condition as is possible and upon completion of the work granted herein, shall leave the County Highway in a thoroughly neat, clean, and usable condition. 3. The Permittee agrees by- the acceptance of this permit to properly maintain any encroachment placed by the Permittee on any part of the County Highway and io immediately repair any injury to any portion of the highway, which occurs as a result of the encroachment, until such time as the Permittee may be relieved of the responsi- bility of such encroachment by the County Department of Public Works. 4. It is further agreed by the Permittee that whenever construction, reconstruction, or maintenance work upon the highway may require, the installation provided for herein shall, upon request of the County Department of Public Works, be immediately moved by and at the sole expense of the Permittee. 5. No material used for fill or backfill in the construction of the encroachment shall be borrowed or taken from within the county right of way. 6. . At least one lane of any public road, under the jurisdiction of the Board of Supervisors. of Bulte Countyi and r ether public roads junctioning or intersecting therewith, shall be kept open for travel by the.general public at all times. No public road under the jurisdiction of the Board stall:,:be , closed to travel by the general public without special permission, in writing, of the Board of Supervisors. 4 7. The Permittee, by the acceptance of this permit,shall assume full responsibility for all liability for personal injury -or damage to property which may arise out of the work herein permitted or which may arise ouC•of the failure on the part of the Permittee to do the work provided for under this permit. In the event any claim of such liability is made against the�.County, .of. Butte or any:deparfinent,-.official,, oir employee thereof, the Permittee shall defend, indemnify, and hold them and each of there harmless for. such claim. 8. All excavations shall be backfilled•and compacted immediately after work therein has been completed. ' Trenches shall not be left open farther than 300 feet in advance of pipe laying operations or 200 feet to•the rear thereof, unless otherwise permitted by the Engineer. Unless otherwise permitted under the Special Conditions, backfill shall be placed and mechanically com- pacted in such a manner that the relative compaction throughout the entire fill within the County road right of way shall conform to the percentage of compaction as stated below. Permittee shall notify foreman 24 hours before backfilling and/or paving. a. The relative compaction from the bottom of excavation to a plane five feet (51 below finish surface grades shall be no less than ninety percent (90%) as determined by Test Method No. Calif. 216-0 of the Materials and Research Department, State d Catifornia',.Transportatioh. Department, Division of Highways, or other approv- ed test method. b. The relative compaction from a plane five feet (5') below the finish surface grade to said finish surface grade shall be no less than ninety-five percent (955b) as determined by the above testing method. Permit- tee shall bear all costs and responsibility for compaction tests. C. Material for use as trench backfill in any existing or proposed roadway section shall be sand, shall be placed in 8" lifts, and be compacted to a relative compaction of not less than 95%. Material for use as backfill in roadside gutter excavations shall be the native material and be compacted to a relative compaction of not less than 9055, Any pavement cutting shall be scored, or saw cut before trenching. Minimum depth of cover over all underground facilities shall be 30 inches, except drainage culverts. All installations, parallel with roadway, shall be placed as close to the right-of-way line.as possible. No portion of the backfill(s) shall be compacted by ponding or jetting. All pavements, curbs, gutters, sidewalks, borrow. ditches, pipes, headwalls, road signs, trees, •sfhrubbery, and/or other permanent road facilities impaired by or as a result of construction operations at the construction site(s), or at other ground(s) occupied by materials and/or equipment, shall be re§toyed immediately upon back- filling of the excavation to the original grades and cross sections, and to a condition as good as, or better than, existed prior t,, the construction. All surfacing materials of roadways and driveway approaches cut or damaged by or as a result of construc- tion operations, shall be replaced within ONE WEEK following the backfilling of excavation, weather permitting, with compacted layers of surfacing materials at least as thick as the existing, and no less than two inches (2") of asphalt concrete over eight inches (8") of aggregate base, according to current California State Specifi- cations. 9. Whenever necessary to secure permission from abutting property owners, such authority must be secured by the Permittee prior to starting work. 10. The future safety and convenience of the traveling public shall be given every consideration in.the location and type of construction. Permittee shall cause to be placed, erected, and maintained all warning signals, lights, barricades, signs, and other devices or measures essential to safeguard travel by the general public over and at the site of work authorized herein. 11. If the construction work covered by this permit is to be done by a private contractor hired by the applicant, applicant shall notify contractor as to the special conditions and requirements contained herein. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Newsum Date..09/20/00 15:13:28 Project Address........ ******* --------------------- Chico, California *v5.10* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS.5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7047 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Newsum ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2491 sf Single Family Detached New Front Facing 135 deg (SE) 1 1 Raised Floor 17.2 % of floor area 0.52 Btu/hr-sf-F 0.66 9.5 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type ------------ Type ------- R -value -------- R -value R -value U -value ---------------------- Location/Comments ------------------------ Wall Wood R-17.8 R-0 R-17.8 0.065 Roof Wood R-11 R-27 R-38 0.025 Attic Floor Wood R-19 R-0 -R-19 0.037 FENESTRATION ------------ Over- Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- Window Front (SE) ----- 32.0 ------ ------ 0.510 -------=------- 0.650 Standard -------------- Standard ----- None Window Front (SE) 12.0 0.510 0.670 Standard Standard None Window Front (SE) 20.0 0.510 0.650 Standard Standard None Window Front (SE) 10.0 0.510 0.670 Standard Standard None Window Front (SE) 5.0 0.510 0.670 Standard Standard None Door Front (SE) 20.0 0.600 0.730 Standard Standard None Window Front (SE) 5.0 0.510 0.670 Standard Standard None Window Front (SE) 20.0 0.510 0.650 Standard Standard None Window Front (SE) 10.0 0.510 0.670 Standard Standard None Window Front (SE) 20.0 0.510 0.650 Standard Standard None Window Front (SE) 10.0 0.510 0.670 Standard Standard None CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Newsum Date..09/20/00 15:13:28 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7047 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Newsum ------------------------------------------------------------------------------- FENESTRATION REMARKS Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins -------------------- Window Left (SW) ----- ------ 6.0 0.510 ------ 0.650 --------------- Standard -------------- Standard ----- None Window Left (SW) 16.0 0.510 0.650 Standard Standard None Window Left (SW) 15.0 0.510 0.650 Standard Standard None Window Back (NW) 16.0 0.510 0.650 Standard Standard None Window Back (NW) 8.0 0.510 0.650 Standard Standard None Window Back (NW) 24.0 0.510 0.670 Standard Standard None Window Back (NW) 8.0 0.510 0.650 Standard Standard None Window Back (NW) 80.0 0.510 0.650 Standard Standard None Window Back (NW) 15.0 0.510 0.650 Standard Standard None Window Back (NW) 15.0 0.510 0.650 Standard Standard None Window Back (NW) 15.0 0.510 0.650 Standard Standard None Window Back (N) 4.5 0.510 0.650 Standard Standard None Window Back (N) 8.0 0.510 0.650 Standard Standard None Window Right (NE) 15.0 0.510 0.650 Standard Standard None Door Right (NE) 20.0 0.600 0.730 Standard Standard None HVAC SYSTEMS Minimum ------------ Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type ---------------- Furnace ------------ 0.920 AFUE ------------ Attic ---------------- R-4.2 --------- No No ------- Setback ACSplit 12.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ Storage ----------- Gas ------------------- Standard ------ 2 -------- ------ 0.61 40 ---------- R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Newsum Date..09/20/00 15:13:28 --------------------------------------------------------------------=---------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7047 Wth-CTZ11S92 Program -FORM CF -1R User#-MP2089 User-Northstar Engineering Run-Newsum ------------------------------------------------------------------------------- COMPLIANCE STATEMENT --------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Jim Peterson Company. Northstar Engineering Address. 20 Declaration Dr. CHICO, CALIFORNIA Phone... (530) 893-1600 License DOCUMENTATION AUTHOR Name.... Jim Peterson -Company. Northstar Engineering Address. 20 Declaration Drive Chico, CA 95973 Phone... 530-893-1600 n- c Signed. 9Q_4'�v-C'0 Signed.. V 4_e) date) ( a ENFORCEMENT AGENCY Name.... Title... Agency.., Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Newsum Date..09/20/00 15:13:28 Project Address........ ******* --------------------- Chico, California *v5.10* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7047 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Newsum ------------------------------------------------------------------------------- Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. v 150(b): Loose fill insulation manufacturers labeled R -Value. ✓ *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.30, water vapor transmission rate no greater than 2.0 perm/inch._ 118: Insulation specified or installed meets CEC quality ✓ standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Newsum Date..09/20/00 15:13:28 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7047 Wth-CTZ11S92, Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Newsum ------------------------------------------------------------------------------- a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. ✓ SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACOA. ✓ 150(i): Setback thermostat on all applicable heating and/or cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Newsum Date..09/20/00 15:13:28 --------------------------------------=--------------=------------------------- ------------------------------------------------------------------------------- MICROPASS v5.10 File -7047 Wth-CTZ11S92 Program -FORM MF -1R User#-MP2089 User-Northstar Engineering Run-Newsum ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on'a readily accessible lighting control panel at an entrance to the kitchen. 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved.r COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Newsum Date..09/20/00 15:13:28 Project Address........ ******* --------------------- Chico, California *v5.10* Documentation Author... Jim Peterson ******* Building Permit # Northstar Engineering 20 Declaration Drive Plan Check / Date Chico, CA 95973 530-893-1600 Field Check/ Date Climate Zone........... 11 --------------------- Compliance Method...... MICROPASS v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7047 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User--Northstar Engineering Run-Newsum i ------------------------------------------------------------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = _ (kBtu/sf-yr) ----------------------- Design Design Margin = - Space Heating.......... ---------- 18.54 ---------- 12.97 ---------- _ 5.57 = - Space Cooling.......... 15.88 19.76 -3.88 = = Water Heating.......... - 11.42 12.34 -0.92 = = Total -------- 45.84 -------- 45.07 -------- - 0.77 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2491 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 135 deg (SE) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... FullYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... 81ab-On-Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised Floor 1 23664 cf 0 sf 17.2 0 of floor area 0.52 Btu/hr-sf-F 0.66 9.5 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Newsum Date..09/20/00 15:13:28 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File -7047 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Newsum ------------------------------------------------------------------------------- Zone Type -------------- HOUSE Residence Surface HOUSE 1 Wall 2 Wall 3 Wall 4 Wall 5 Wall 6 Wall 7 Wall 8 Wall 9 Roof 10 Floor Orientation HOUSE 90 BUILDING ZONE INFORMATION Window Floor (SE) ------------------------- # of Window Front (SE) Vent Vent Air Area Volume Dwell Cond- Front Thermostat Height Area Leakage (sf) ----- (cf) ------- Units ----- itioned ------- Type (ft) ----------- ----- (sf) Credit -------- --------- 2491 23664 1.00 Yes (SE) Setback 2.0 Standard No Front (SE) OPAQUE SURFACES Window Front Area U- --------------- Insul Act (SE) Solar Form 3 Location/ (sf) ------ value ----- R-val ----- Azm Tilt --- ---- (SW) Gains ----- Reference ------------ Comments ---------------- 503 0.065 17.8 135 90 Yes W.19.2X6.16 Back 494 0.065 17.8 225 90 Yes W.19.2X6.16 Back 278 0.065 17.8 315 90 Yes W.19.2X6.16 25 0.065 17.8 295 90 Yes W.19.2X6.16 25 0.065 17.8 315 90 Yes W.19.2X6.16 25 0.065 17.8 335 90 Yes W.19.2X6.16 186 0.065 17.8 0 90 Yes W.19.2X6.16 496 0.065 17.8 45 90 Yes W.19.2X6.16 2491 0.025 38 n/a 0 Yes R.38.2X4.24 Attic 2491 0.037 19 n/a 0 Yes FC.19.2X8.16 HOUSE 90 Standard/0.76 1 Window Front (SE) 2 Window Front (SE) 3 Window Front (SE) 4 Window Front (SE) 5 Window Front (SE) 6 Door Front (SE) 7 Window Front (SE) 8 Window Front (SE) 9 Window Front (SE) 10 Window Front (SE) 11 Window Front (SE) 12 Window Left (SW) 13 Window Left (SW) 14 Window Left (SW) 15 Window Back (NW) 16 Window Back (NW) 17 Window Back (NW) 18 Window Back (NW) FENESTRATION SURFACES --------------------- Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ----- ----- ----- --- ---- -------------- -------------- 32.0 0.510 0.650 135 90 Standard/0.76 Standard/0.68 12.0 0.510 0.670 135 90 Standard/0.76 Standard/0.68 20.0 0.510 0.650 135 90 Standard/0.76 Standard/0.68 10.0 0.510 0.670 135 90 Standard/0.76 Standard/0.68 5.0 0.510 0.670 135 90 Standard/0.76 Standard/0.68 20.0 0.600 0.730 135 90 Standard/0.76 Standard/0.68 5.0 0.510 0.670 135 90 Standard/0.76 Standard/0.68 20.0 0.510 0.650 135 90 Standard/0.76 Standard/0.68 10.0 0.510 0.670 135 90 Standard/0.76 Standard/0.68 20.0 0.510 0.650 135 90 Standard/0.76 Standard/0.68 10.0 0.510 0.670 135 90 Standard/0.76 Standard/0.68 6.0 0.510 0.650 225 90 Standard/0.76 Standard/0.68 16.0 0.510 0.650 225 90 Standard/0.76 Standard/0.68 15.0 0.510 0.650 225 90 Standard/0.76 Standard/0.68 16.0 0.510 0.650 315 90 Standard/0.76 Standard/0.68 8.0 0.510 0.650 315 90 Standard/0.76 Standard/0.68 24.0 0.510 0.670 315 90 Standard/0.76 Standard/0.68 8.0 0.510 0.650 315 90 Standard/0.76 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------------------- Project Title.......... Newsum Date..09/20/00 15:13:28 ------------------------------------------------------------------------------- MICROPASS v5.10 File -7047 Wth-CTZ11S92 Program -FORM C -2R User#-MP2089 User-Northstar Engineering Run-Newsum ------------------------------------------------------------------------------- FENESTRATION SURFACES HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Area U- Efficiency Location Act Leakage' Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- 19 Window Back (NW) ----- 80.0 ----- 0.510 ----- 0.650 --- 315 ---- 90 -------------- Standard/0.76 -------------- Standard/0.68 20 Window Back (NW) 15.0 0.510 0.650 295 90 Standard/0.76 8tandard/0.68 21 Window Back (NW) 15.0 0.510 0.650 315 90 Standard/0.76 Standard/0.68 22 Window Back (NW) 15.0 0.510 0.650 335 90 Standard/0.76 Standard/0.68 23 Window Back (N) 4.5 0.510 0.650 0 90 8tandard/0.76 Standard/0.68 24 Window Back (N) 8.0 0.510 0.650 0 90 Standard/0.76 Standard/0.68 25 Window Right (NE) 15.0 0.510 0.650 45 90 Standard/0.76 Standard/0.68 26 Door Right (NE) 20.0 0.600 0.730 45 90 Standard/0.76 Standard/0.68 HVAC SYSTEMS REMARKS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage' Manual D Eff HOUSE Furnace 0.920 AFUE, Attic R-4.2 No No 0.737 ACSplit 12.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank Type ------------ Heater Type Distribution Type System ----------- ------------------- ------ Factor (gal) R -value 1 Storage Gas Standard 2 -------- 0.61 ------ 40 ---------- R- n/a REMARKS INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DMSION, OROVILLE FROM: G . Q e -l cI fir. , ENVIR. HEALTH, CHICO DATE: ?-3)—C> % RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: OWNER NAME: i )f w5 U WA SEPTIC: � WELL: AP#: d � ii ADDRESS/LOCATION: Z -o T11 �M.l 0-44E Comments: ouawwAstelwmhold _/, /� _0 / W I- '�-/ 3 &a4 0 j 01/18/01 09:50 NORTHSTAR ENGINEERING 4 530 538 7683 Jan -17-01 02:23P Butte Co Public Worts 530 538 7683 To: ANt>Y r"( January 17, 2001 Department of Development Services Building Inspection Division 7 County Center Drive Oroville, CA 95965 Re: Building Permit Number 00-2287 13863 Cornice Court Chico, CA 95926 Attn: Philo Hunt, PE Dear Philo; NO. 529 t7017 P.02 4-7 --49 >> In a telephone conversation with Longfellow Lumber Co. inc., on January 5. 2001. trusses extending out over the front portion of the hoose (covered porch over bedrooms 3 and 4, the entry and study/living room) are cantilevered. Cantilevered trusses will translate no load into the 6x6 posts. The 6x6 posts will be eliminated. Fiberglass Reinforced Polymer (FRP) columns are to be installed at 6x6 locations Because there is no load at the columns, the 6x 10 beams shown spanning between the proposed 6x6 columns are not necessary. A 4x6 will be utilized to span between the columns and to support stucco architectural work. !n order to eliminate uplift on the columns from the trusses, the columns will be anchored to the proposed concrete porch through the use of appropriate brackets. See attached photocopy of building plans identifying elimination of 6x6 posts and the replacement of 6x10 beams with 4x6. Also attached, are copies of the truss diagrams and . calculations indicating no load at the ends of the cantilevered trusses. Should you have any questions or need additional information please contact me at (530) 538-7169 (daytime phone number) Sincerely, Paul A. Newsum, PE Cc: • Jeff Richcheu P.E., Northstar Engineering 0:1PROlf:Cl'SWiscellanaius`.Personal+Comict COP,Irch rev.d.x J. 11 Y -1 y; i � IIII �'I II"III'IIII I'II"III �III'I AND WHEN RECORDED MAIL. TO: BUTTE COUNTY BUn DING DIVISION Recorded 1 REC FEE 10.00 7COUNTY CENTER DRIVE Official Records 1 CONFORM .00 OROVILLE, CA 95%5 County OfBUTTE I CANDACE J. GRUBBS I Recorder I ROSEMARY DICKSON I 02:35PM1stant 22 -Sep -2000 I PagelI 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 buildin property described herein is adjacent to land or included within an area zoned for cultural s o The 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: 5z --s .41 -/ill CND e5X H/,6/ T ( 4 Date 9� � .? cop PROP OWNERS: Ps4ui- A - AY6-w5 uiy T4HH1 H. AIE1,05U1-1 State of California County of 8 U r7,F_ On S F-PrEM 8E2 Z Z1 ZOO 0 before me. personally appeared_- PAUL A • A1640 VM personally known to me ( 'deaes:) to be the penon(o whose name is/s*e subscribed to the within instrument and acknowledged to me that bel*ettbCy executed the same in his/ rh*r authorized capacity, and that by his/b r/t%iifr signatureJ4 on the instrument, the person or the entity upon behalf of which the penonoo acted, executed the instrument. WITNESS my hand and official seal Signature��j / ���,% Seal; IANNE BEISER Commisd W # 1241742 Notary PWK: - Carrforria A.P. #04'7 -1690 D//-000 Butte County IMV Comm. Est7ies Nov 13,2M3 DESCRIPTION t7- /`,%,gl % 1�4 n ORDER NO. BU -180398 TB THE LAND REFERRED TO HEREIN IS SITUATED IN THE STATE OF CALIFORNIA, =JWrY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 11, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK SUBDIVISION PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. RESERVING THEREFROM AN EMERGENCY ACCESS EASEMENT AS SHOWN ON SAID MAP. THIS DEED IS MADE AND ACCEPTED UPON THE COVENANTS, CONDITIONS AND RESTRICTIONS AS SET FORTH IN THAT CERTAIN DECLARATION OF RESTRICTIONS RECORDED SEPTEMBER 20, 1999, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 99-40035, BUTTE COUNTY, CALIFORNIA; ALL OF WHICH ARE INCORPORATED HEREIN BY REFERENCE THERETO WITH THE SAME FORCE AND EFFECT AS THOUGH FULLY SET FORTH HEREIN AT LENGTH AND GRANTEES BY ACCEPTANCE OF THIS DEED APPROVE, ADOPT, RATIFY AND AGREE TO THE TERMS OF SAID DECLARATION. AP#: 047-680-011-000 PARCEL II: A 30 FOOT WIDE EMERGENCY ACCESS EASEMENT OVER LOTS 1, 11, 12, 17 AND THE REMAINING LAND AS SHOWN ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK SUBDIVISION PHASE 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL III• A 20 FOOT WIDE WATER LINE EASEMENT OVER LOT 21, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "AUTUMN PARK SUBDIVISION PHASE 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 12, 1999, IN BOOK 147 OF MAPS, AT PAGE(S) 99, 100, 101 AND 102. DATE AUG 2 9 2000 - This is +o certify * if beanng the purple seal of this of lice, this is , t,4je copy of ,he document filed Frith t;�e Can13�itc ����, ;`•T' , ..,� s-ccr's :e dace :►. BEI U 'erl,-Recora3r .. 9e0Nt1F IFI --i .. r J r .•• r..rr rrp. ... rr.[rti :�.r irNd: »yTA �. ... 1. r . "' -�. • �. ._ r .. . BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ��CCJ Building Department No. A.P. Number Jurisdiction: City County jjlp//�"'�� Property Owner 1�� 16f 11M Property Location/Address Subdivision �1/�%,ijp%%% Lot No. Residential Development © .................................................................................................................. Sq. Footage 9/3 .. No of Living Mobile Home Additiord 'Supplemental to (Group R) Units Installation Conversion Permit # i *(No foundation inspection): Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) l / Building D partme Rep ntatrve Date moor dans revlewea oy acnool ulsinct rersonnep District Identification No. Q I too School District certifies that P(1- LL. (Applicant) (Street Address), (Phone Number) 6u0, 0 � (f 5qo' 62 (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing C�T9 square feet. School District Representative Paid by Check # Remarks: by payment of $ �4 IO�� • 5:� AB 2926 S FULL MITIGATION $ /(l^/W' 00 Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 110/98)dmm NORTHSTAR ENGINEERING ,`k,Q` c�c�' '�l, G•, 20 Declaration Drive Chico, CA 95973 ;' 9 (530) 893-1600 3 o t FAX (530) 893-2113 7 . STRUCTURAL CALCULATIONS PROJECT_ ANDY $ rAWHI wEweum JOB NO.7O�j'7 LOCATION G H j L o, G A DATE '7 CODES: Uniform Building Code, 1997 Edition AISC, Manual of Steel Construction, 9th Edition AITC, Timber Construction Manual MATERIALS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi, Mortar: f'c = 1800 psi, Type "S" Grout: f'c = 2500 psi @ 28 days Steel Reinforcing: A-615 Grade 40 for 704 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM,A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing: ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Mood Connectors: Simpson_ Strong-Tie or equal. Mood: Struct Lt Framing, Joists & Planks: D. F. 1F2 Beams & Stringers, Posts & Timbers: D.F. rl Plywood: A.P.A. Rated Sheathing, Grade CD,UBC Std 25-9 OR OSB of e—,-,al or greater allowable stress Glue-Lam Timber: P!iS_/AITC A190.1-1992 Siranle Spans: 2417-V4 Combination Cantilevers: 247--V8 Combination LOADS: Roof Live Load: �(o psf Floor Live Load: c psf Seismic Zone Wind Speed: -76 mph Exposure: (3 Method 2 used unless otherwise noted. Allowable Soil Bearina 2002 p 3 f spa ARE SPECIAi: INSPECTIONS REQUIRED .?No F 'T- GENERAL: Any structural or non-structural items that are not specifically addressed in the-o11o,1ring calculations and or details are designed by others and are not the responsibility of Northjtar F^zine-_ina. Veri"ica-ion of the soil condition= at the proje:.t site t0 "'r. the expansion index_ or be:--.:---a apaci tv _s b_, ot�ZZB, Page 1 of 2 ARTM z APPR /0/7 oo7 BY: JMR 7/28/00 JOB NO: PG. 2 OF NorthStar ENGINEERING PARTIAL LATERAL DESIGN FOR SINGLE FAMILY RESIDENCE BASED ON THE 1997 UNIFORM BUILDING CODE. 20 DECLARATION DRIVE CHICO, CA 95973 530-893-1600 FAX 530-893-2113 GRAVITY LOADS: ROOF: COMPOSITION SHINGLES 3.0 PSF 1/2" OSB OR PLYWOOD 1.5 PSF FRAMING 3.0 PSF R-30 INSULATION (OPTIONAL) 2.0 PSF 5/8' GYPSUM WALLBOARD 3.2 PSF MISCELLANEOUS 1.3 PSF DEAD LOAD 14.0 PSF ' LIVE LOAD 16.0 PSF ' TOTAL LOAD 30.0 PSF LATERAL LOADS: SEISMIC: 2.5 *.36 * W = 0.200 W FOR LIGHT FRAMED 4.5 SHEARWALLS WHERE R = 4.5' FOR WOOD STRUCTURAL PANELS SOIL PROFILE = Sd FOR STIFF SOIL PROFILE Ca =.36 PER UBC TABLE 16 - Q r-max=(V/4)*10/(Iw*V)=10/(4*Iw)=2.5/7'= 0.31 p = 2 - 20 / (r -max * (Ab)"0.5) = 2 - 20 / (r -max * 4000^ 0.99 P = 1.00 E = p * VW 0.200 W (PER UBC EQ. 30.1) NET FORCE = 0.200 W / 1.4 = 0.143 W WIND: EXPOSURE = B METHOD 2 WIND SPEED = 75 MPH Cq 1.3 DESIGN qs 14.5 PSF PRESSURE Ce 0-15' = 0.62 Cq*qs*Ce = 0.0117 KSF 15'- 20' = 0.67 = 0.0126 KSF 20'- 25' = 0.72 = 0.0136 KSF 25'- 30' = 0.76 = 0.0143 KSF 30'- 40' = 0.84 = 0.0158 KSF General Notes: 1. The engineer is responsible for the structural items as noted in the following calculations. Should any changes be made to the design as detailed in these calculations without written approval from the engineer then the engineer assumes no responsibility for the entire structure or portions thereof. 2. All water proofing and flashing (roofs, foundations, retaining walls, decks, garage floors, etc.) is the responsibility of the contractor or owner. 3. These calculations are based on a completed structure. Should an unfinished structure be subject to loads then the engineer shall be contacted for an interim design or if not, will assume no responsibility. 4. Building sites are assumed to be drained and free of clay or expansive soil. Any other conditions must be brought to the attention of the engineer. 5. These calculations assume stable, undisturbed soils, and level stepped footings. Any other conditions encountered must be brought to the attention of the engineer. 6. All footings shall bear on undisturbed soil with a footing depth below frost line (per local requirements). BY: DATE: JOB NO: 7 OA -7 PAGE ?j OF WrthStar ENGINEERING Civil Engineers • Planners* Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 916-893-1600 FAX 916-893-2113 I 03 i _i _ By: MEM NOrthStar Date: 7/28/00 Job No. 7047 ENGINEERING Page of PARTIAL LATERAL DESIGN Yvc'ES N LDT- cv)'-�t R-`( LINES: C D ,3,4,5, & 6 COMPLY WITH U.B.C. SECTION 2320, THEREFORE NO ANALYSIS REQUIRED SHEAR WALL LINE 1: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 L Lsw1 I, L2 L1= 2 F L2 = 21 FT L3 = 0 FT L4 = 0 FT L5 = 0 FT L6 = 0 FT Lsw2 L L3 TOTAL LENGTH OF WALL (L) = L5w1 = Lsw2 = Lsw3 = Lsw4 = Lsw5 = SHORTEST LENGTH OF SHEAR WALL = 7 FT&#./ 0 FT 0 FT 0 FT 0 FT 30 FT 7 FT 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 1.95 K L5 LLsw5 LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 2.47 K O LATERAL FORCE THAT GOVERNS = 2.47 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 635 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 66 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 0 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint "' DLwint) W = 13.642 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 211 FT^2 WIND PRESSURE (P) = 0.0117 KSF By: MEM NOrthttar 20 DECLARATION DRIVE Date: 7/28/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7047 530-893-1600 Page 5 of FAX 530-893-2113 SHEAR WALL LINE 1: (CONTINUED) LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.353 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.17 K DOWNWARD FORCE RESISTING UPLIFT (Fdwn) 2 /,3 * (3'* Lsw1'/ 2 * DL + Lsw / 2 * Hwa II * Dlwext) Fdwn = 0.43 K NET UPLIFT FORCE = Fuplift - Fdwn = 2.74 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1=(V/L)*L1 = 0.16 K DSF2=v*Lsw1-(V/L)*(Ll +Lsw1)= 1.73 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L)'* (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v . (Lsw1 + Lsw2 + Lsw3) - (V / L) * (Lt + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) • (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4:* Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = ' 0.00 K MAX. DRAG STRUT FORCE = 1.73 K MIN. DRAG STRUT FORCE _ . 0.00 K USE: 'HEAR WALL NO. 2 IHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B ASTC28 STRAP AT ALL TOP PLATE SPLICES!/ " By: MEM Date: 7/28/00 Job No. 7047 Page 6, of SHEAR WALL LINE 2: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. NorthStar ENGINEERING L1 LLsw1 L L2 LLsw2 L L3 L-sw3 L L4 L1 = 2.5 FT Lsw1 = 8 FT® L2 = 15.5 FT Lsw2 = 0 FT L3 = 0 FT Lsw3 = 0 .FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT W = 14.95 K TOTAL LENGTH OF WALL (L) = 26 FT 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 INDICATES SHEAR WALL PANEL SECTION, TYP. SHORTEST LENGTH OF SHEAR WALL = 8 FT LATERAL SEISMIC FORCE ON WALL (VS) = K * W = 2.14 K L5 LLsw5 L L6 LATERAL, WIND FORCE ON WALL (Vw) = AREAw * P = 3.88 K o LATERAL FORCE THAT GOVERNS V = 3.88 K WIND GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) = 677 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 51 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 40 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAS * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 14.95 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 332 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.486 KLF -771 UPLIFT FORCE (Fuplift) = v * Hwall = 4.37 K By: MEM Date: 7/28/00 Job No. 7047 Page % of SHEAR WALL LINE 2: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (2'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.46 K NET UPLIFT FORCE = Fu lift - Fdwn = 3.91 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = , , - 0.37 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 2.32 K DSF3 = v * Lsw1 - (V / L) * (L1 + Lsw1 + 1-2) = 0.00 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.00 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lswt + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF 10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 2.32 K MIN. DRAG STRUT FORCE = 0.00 K USE: Ae SHEAR WALL NO. 3 t PHD5 HOLDOWN ON 2- 2X WITH SSTB24 A.B. MSTC28 STRAP AT ALL TOP PLATE SPLICES By: MEM NorthStar 20 DECLARATION DRIVE Date: 7/28/00 CHICO, CALIFORNIA 95973 Job No. 7047 ENGINEERING 530-893-1600 Page 8 of FAX 530-893-2113 SHEAR WALL LINE A: INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. L1 � Lsw1 L L2 ,Lsw2 L L3 (,Lsw3 �, L4 �, Lswk L5 LLsw5 L L6 L L1 = 2 FT Lsw1 = 2.67 FT L2 = 11.67 FT Lsw2 = 2.67 FT 601 L3 = 16.76 FT Lsw3 = 2.67 FT,�' L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT WIND PRESSURE (P) = 0.0117 KSF TOTAL LENGTH OF WALL (L) _ 38.44 FT SHORTEST LENGTH OF SHEAR WALL = 2.67 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 3.40 K S LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.67 K LATERAL FORCE THAT GOVERNS (V)= 3.40 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 1333 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 53 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 29 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIG. WEIGHT OF SHEAR WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint " DLwint) W= 23.783 K TRIBUTARY.WALL AREA FOR WIND (AREAw) = 143 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.425 KLF UPLIFT FORCE (Fuplift) = v * Hwall = 3.82 K By: MEM NOrthStar 20 DECLARATION DRIVE Date: 7/28/00 ENGINEERING CHICO, CALIFORNIA 95973 Job No. 7047 530-893-1600 Page 61 of FAX 530-893-2113 SHEAR WALL LINE A: (CONTINUED) DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (3'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.17 K NET UPLIFT FORCE = Fu lift - Fdwn = 3.66 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = I . ' 0.18 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 0.72 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + 1-2) _ -0.31 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.59 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) _ -0.90 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (lswt + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + LsW3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 0.72 K MIN. DRAG STRUT FORCE _ -0.90 K USE: l SHEAR WALL NO. 3" PHD5 HOLDOWN ON 2- 2X WITH SSTB24'A.18 LSTA24 STRAP AT ALL TOP PLATE SPLICES By: MEM Date: 7/28/00 Job No. 7047 Page 10 of SHEAR WALL LINE B: INDICATES LENGTH OF DIAPHRAGM WITHOUT SHEAR PANEL, TYP. L1 L Lsw1 I, L2 NOrthStar 20 DECLARATION DRIVE ENGINEERING CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 �INDICATES SHEAR WALL / .I. PANEL SECTION, TYP. L3 LLsw3 L L4 L LswC L5 LLsw5 L L6 TOTAL LENGTH OF WALL ,(L) _ 62 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K *W = 2.55 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.67 K LATERAL FORCE THAT GOVERNS V = 2.55 K SEISMIC GOVERNS WHERE 18 L1 = 2 FT Lsw1 = FTf L2 = 28 FT Lsw2 = 4 FT L3 = 20 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 0.0117 KSF TOTAL LENGTH OF WALL ,(L) _ 62 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K *W = 2.55 K LATERAL WIND FORCE ON WALL (Vw) = AREAw * P = 1.67 K LATERAL FORCE THAT GOVERNS V = 2.55 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAs) = 805 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 73 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 29 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR.WALL (W) = AREAs * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W = 17.831 K .TRIBUTARY WALL AREA FOR WIND (AREAw) = 143 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) Q. IV= 0.212 KLF771-0 UPLIFT FORCE (Fuplift) = v *, Hwall = 1.91 K By: MEM. NOrthStar Date: 0 ENGINEERING Job No.o. 704 7047 . Page 11 of SHEAR WALL LINE B: (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3'* (3'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.25 K NET UPLIFT FORCE = Fuplift - Fdwn = 1.66 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = 0.08 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 1.29 K DSF3=v*Lsw1-(V/L)*(LI +Lsw1 +L2)= 0.14 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2) = 0.82 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K _ DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lswt + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE = 1.29 K MIN. DRAG STRUT FORCE = 0.00 K USE: ;HEAR WALL NO. 1 )HD2 HOLDOWN ON 2- 2X WITH SSTB20 XB. .STA24 STRAP AT ALL TOP PLATE SPLICES, By: MEM NorthStar 20 DECLARATION DRIVE Date: 7/28/00 CHICO, CALIFORNIA 95973 Job No. 7047 ENGINEERING 530-893-1600 Page 12 of FAX 530-893-2113 SHEAR WALL LINE F: INDICATES LENGTH OF DIAPHRAGM INDICATES SHEAR WALL WITHOUT SHEAR PANEL, TYP. PANEL SECTION, TYP. L1 j Lsw1 L L2 Lsw2 � L3 USw3 L L4 L Lsw4, L5 Lsw5 L L6 TOTAL LENGTH OF WALL (L) = 62 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 3.01 K 1.01 LATERAL WIND FORCE ON WALL (Vw) = AREAw " P = 2.55 K LATERAL FORCE THAT GOVERNS V = 3.01 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = L1 = 7 FT Lsw1 = 8 FT de L2 = 29 FT Lsw2 = 4 FT L3 = 14 FT Lsw3 = 0 FT L4 = 0 FT Lsw4 = 0 FT L5 = 0 FT Lsw5 = 0 FT L6 = 0 FT 0.0117 KSF TOTAL LENGTH OF WALL (L) = 62 FT SHORTEST LENGTH OF SHEAR WALL = 4 FT LATERAL SEISMIC FORCE ON WALL (Vs) = K * W = 3.01 K 1.01 LATERAL WIND FORCE ON WALL (Vw) = AREAw " P = 2.55 K LATERAL FORCE THAT GOVERNS V = 3.01 K SEISMIC GOVERNS WHERE CONSTANT FOR SEISMIC CALCULATIONS (K) = 0.143 TRIBUTARY AREA OF DIAPHRAGM FOR SEISMIC (AREAS) = 1277 FT^2 DEAD LOAD OF DIAPHRAGM (DL) = 0.014 KSF LENGTH OF TRIBUTARY WALLS EXTERIOR (Lwext) = 26 FT LENGTH OF TRIBUTARY WALLS INTERIOR (Lwint) = 29 FT HEIGHT OF TRIBUTARY WALLS (Hwall) = 9 FT DEAD LOAD OF WALLS EXTERIOR (Dlwint) = 0.016 KSF DEAD LOAD OF WALLS INTERIOR (Dlwext) = 0.01 KSF TRIB. WEIGHT OF SHEAR WALL (W) = AREAS * DL + (Hwall / 2) * (Lwext * Dlwext + Lwint * DLwint) W= 21.055 K TRIBUTARY WALL AREA FOR WIND (AREAw) = 218 FT^2 WIND PRESSURE (P) = 0.0117 KSF LATERAL FORCE PER UNIT LENGTH (v) = V / (Lsw1 +Lsw2 + Lsw3 + Lsw4 + Lsw5) IV= 0.251 KLF " UPLIFT FORCE (Fuplift) = v * Hwall = 2.26 K By: MEM Date: 7/28/00 Job No. 7047 Page V3 of SHEAR WALL LINE F: NorthStar ENGINEERING (CONTINUED) 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DOWNWARD FORCE RESISTING UPLIFT (Fdwn) = 2 / 3 * (3'* Lsw1 / 2 * DL + Lsw / 2 * Hwall * Dlwext) Fdwn = 0.25 K NET UPLIFT FORCE = Fu lift - Fdwn = 2.01 K HOLDOWN REQUIRED DRAG STRUT FORCE DSF1 = (V / L) * L1 = , , 0.34 K DSF2 = v * Lsw1 - (V / L) * (L1 + Lsw1) = 1.28 K DSF3 = v * Lsw1 - (V/ L) * (L1 + Lsw1 + 1-2) _ -0.13 K DSF4 = v * (Lsw1 + Lsw2) - (V / L) * (1-1 + Lsw1 + L2 + Lsw2) = 0.68 K DSF5 = v * (Lsw1 + Lsw2) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + 1-3) = 0.00 K DSF6 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3) = 0.00 K DSF7 = v * (Lsw1 + Lsw2 + Lsw3) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4) = 0.00 K DSF8 = v * (Lsw1 + Lsw2 + LSw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4) DSF8 = 0.00 K DSF9 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5) DSF9 = 0.00 K DSF10 = v * (Lsw1 + Lsw2 + Lsw3 + Lsw4 + Lsw5) - (V / L) * (L1 + Lsw1 + L2 + Lsw2 + L3 + Lsw3 + L4 + Lsw4 + L5 + Lsw5) DSF10 = 0.00 K MAX. DRAG STRUT FORCE 1.28 K MIN. DRAG STRUT FORCE = 0.13 K USE: SHEAR WALL NO. 1 PHD2 HOLDOWN ON 2- 2X WITH SSTB20 A.B LSTA24 STRAP AT ALL TOP PLATE SPLICES 3y:, �j rl IZ )ATE: % I D O 08 NO: 7047 'AGE 1A OF NorthlStar ENGINEERING Civil Engineers• Planners- Surveyors 20 DECLARATION! DRIVE CHICO, CALIFORNIA 9597d-- 530-893-1600 FAX 530.893-2113 SHEAR WALL.SCHEDULE SHEAR WALL!� 0 Q3 Q 0 0 ALLOWABLE LOAD/FOOT 260 380 490 550 640 760 980 1,2,3,8 3/8" 3/8" 3/8" 3/8" 3/8" 3/8"CDX 3/8"CDX PLYWOOD CDX CDX CDX STPUCT I CDX 2 SIDES 2 SIDES EDGE NAILINGS 8d a 6" 8d j8 4i3 8d ie 3i3 8d is 3i3 8d 2i3 8d 15 4" 3 8d03.3 FIELD NAILING 5 ad 0 12" ad 0 12" 8d 9 12" 8d 00 12" 8d 0 12" 8d 0 12" 8d 0 12" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X SILL NAILING 6 16d 0 4" 16d 3" l6d A 3" 6d 0 4" Io 16d se 3" Io !6d te 3"I0 Ibd 0 3"I0 TO FLOOR CLIP, BLOCK.? L550 L550 L590 1-590 L590 L590 LS90 TO PLATE 0 22" is 14" . 10 16" 81611 is 12" is 12" '6611 5/8" 0 5/8" 0 5/8"0 5/8" 0 I 5/8" 0 5/8" 4 5/8" o ANCHOR BOLT 48 o.c. 18 oz. 14 C.C. 12 O.C. 2811oz. 24 oz. 18 oz. SPACING 9 1/2" 0 1/2"0 1/2" 0 1/2" 0 I 1/2110 1/2" 0 1/2" 0 36" 0--. 13" o.c. 10" o.c. 9" o.c. IS" O.C. 15" oz. 11" oz. I. OVER DOUGLAS FIP STUDS o 16" O.C., HEM-FIQ TOP PLATES ARE OKAY 2. ALL PANEL EDGES BACKED WITH 2 -_INCH NOMINAL OR WIDER FRAMING U O.N. 3. ALLL'VEPTICAL STUDS RECEIVING EDGE NAILING FROM. ABUTTING PANELS SHALL BE A5 SHOWN IN NOTE 194 4. APPLIED OVER 3 -INCH NOMINAL OP WIDER FPAMING WITH NAILS 5TAGGERED 5. NAILS SHALL BE 8d HOT DIPPED GALVANIZED OP 8d COMMONS 6. DOUGLAS FIR 51LL5 PEQUIPED, STAGGER ALL SILL NAILS AT WOOD FLOORS 7. 51MP50N MANUFACTUPED CLIPS AT 24" O.C. FOR ENTIPE BALANCE OF WALL LINE. "BLOCK" MAY BE TPUSS CHORD OR RAFTER PER DETAIL. 8. OSB WITH ALLOWABLE STPE55 AND THICKNESS EQUIVALENT TO SPECIFIED PLYWOOD MAY BE SUBSTITUTED FOP 3/8" CDX WHERE OCCU2S. 05B SHALL BE RATED FOP EXTERIOR USE. 9. ANCHOR BOLTS SHALL HAVE A MINIMUM 2" X 2" X 3/16" THICK PLATE 10. REQUIRES 2 POW5 STAGGERED d PREDRILLED By: Jrl {� DATE: % I Op JOB N0: '-2047 PAGE k j OF NorthStar ENGINEERING Civil Engineers •Planners•Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 DESIGN VALUES FOR ANCHOR BOLTS AND SILL NAILS SHEAR WALL ALLOWABLE LOAD/FOOT 200 380 490 550 o 40 700 980 SILL NAIL 1 l0d (@ 4" lod (@ 3" 10d C@ 3" 2 ROWS 2 ROWS 2 ROWS 2 ROWS lod Ca 4" lod ra) 3" lod (@ 311 hod (@ 3" NAIL CAPACITY 300 490 490 732 980 980 980 2 5/8 0 5/8,-0 3 5/811 0 3 5/8"0 3 5/8 0 5/8" 0 5/8„ 0 AN ANCHOR BOLT 1 48 IS114 I2 28 24 IS 5PACING 1/2" 0 1/2" 0 3I/2" 0 3 i/2" 0 3 I/2" 0 I/2" 0 I/2" 0 30" 1311 1011 91' 18'1 1511 ll" SILL THICKNESS 2X 2X 2X 2X 3X 3X 3X 1/2" 0 ANCHOR BOLT CAPACITY 275 380 495 550 o47 770 1,058 5/8" 0 ANCHOR BOLT CAPACITY 297 390 509 594 65! 7160 1,012 NOTES: I. NAILS PEP ICBO REPORT NO. NER-272 CAPACITY OF lod SINKER = 94=1.30 = 122 / NAIL 2. DESIGN CAPACITY OF BOLTS PER TABLE 8.2E OF THE '97 NDS. CAPACITY OF 1/2" 0 ANCHOR BOLT IN 2X SILL = 1.33 0204 = 825 $ / BOLT CAPACITY OF 1/2" 0 ANCHOR BOLT IN 3X SILL = 1.33 * 730 = 970 1 / BOLT CAPACITY OF 5/811 0 ANCHOR BOLT IN 2X SILL = 1.33 * 890 = 1184 u / BOLT CAPACITY OF 5/8" 0 ANCHOR BOLT IN 3X SILL = 1.33 * 1140 = 1510 u / BOLT 3. REDUCE ANCHOR BOLT CAPACITY IN NOTE 2 BY 50% FOR 2X SILL PLATE WHEN ALLOWABLE SHEAR PEP FOOT 15 > THAN 350 PLF < 600 PLF. BRACED WALL SCHEDULE FA E 1 TYPE DESCRIPTION AA 1/2" GYPSUM WALLBOARD on studs spaced C 24" o.c. maximum. Drywall screws ,a- 7" o.c. to all studs, top and bottom plates, and 2x blocking. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. Capacity = 100 #/Ft. OB "THERMO-PLY' Structural grade sheathing with 16 gage galvanized staples, 1" crown x 1 1/4" leg. Crown shall be in line with framing member @ 3" o.c. edge, 6" o.c. field with blocking required C all edges. Capacity = 200 #/Ft. �C 3/8" CDX PLYWOOD on studs spaced C 24" o.c. maximum with 8d C 6" o.c. edge, 12".o.c. field. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. Capacity = 260 #/Ft. /D ALTERNATE BRACED PANEL: 3%8" CDX PLYWOOD on studs spaced C 24" o.c. maximum with 8d C 6" o.c. edge, 12" o.c. field. All vertical edges shall break on a stud. Blocking is required for all horizontal edges. install 1/2" diameter anchor bolts with 7" min. embedment C panel quarter points (2 bolts per panel). Install holdowns as shown on plans. �E 7/8" STUCCO on studs spaced C 24" o.c. maximum. Nail or staple to all studs, top and bottom plates with No. 11 gage, 11/2" long, 7/16" head. or No. 16 gage staple, 7/8" legs C 6" o.c. max. to all studs, and top and bottom plates. Unblocked. Capacity = 180 #/Ft. NOTES: 1. �C� and j�E, : Nail sill plate to wood floor (where occurs) with 4- 16d per 16". Anchor sill plate to foundation with 1/2" diameter anchor bolts embedded 7" min. C 6-0" o.c. max. spacing. Use a minimum of two bolts per piece with 1 bolt located within 12" of each end. 2. INTERIOR WALLS: & `B'..: C`; and _E_, : Anchor bolts may be replaced with Hilti X -DNI 72. Use 2 pins C 6", and 2 pins C 10" from each end with 2 pins C 18" o.c. in between. Interior footings shall be a minimum of 12" wide and 10" thick (including slab thickness) unless othenVise noted on the plans . By: MEM NorthStar 20 DECLARATION DRIVE Date: 7/28/00 CHICO, CALIFORNIA 95973 Job No. 7047 ENGINEERING 530-893-1600 Page 17 of FAX 530-893-2113 BEAM AT GARAGE - BM1 MAXIMUM SPAN LENGTH (Lspan) = 17 FT w Lspan 1, UNIFORM LOAD (w) = 896# / 2' = 448 PLF " (REFER TO TRUSS CALCULATIONS BY "LONGFELLOW LUMBER" FOR REACTIONS) DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 31/8"x161/2" 24F -V4 GLU=LAM — P w BEAM AT BEDROOMS AND STUDY - BM2. BM3 BM4 & BM5 MAXIMUM SPAN LENGTH (Lspan) = 5 FT lj CONCENTRATED LOAD (P) = 3701 LBS Lspan I UNIFORM LOAD (w) = 2294# / 2'= 1147 PLF (REFER TO TRUSS CALCULATIONS BY "LONGFELLOW LUMBER" FOR REACTIONS) DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 51 4"X71/4" MICROLLAM LVL BEAM AT MASTER BEDROOM - BM6 w MAXIMUM SPAN LENGTH (Lspan) = 9 FT�L Lspan UNIFORM LOAD (w) = 1339# / 2'= 670 PLF (REFER TO TRUSS CALCULATIONS BY "LONGFELLOW LUMBER" FOR REACTIONS) DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 6X12 DOUGLAS FIR LARCH #1 BEAM AT GREAT ROOM - BM7 MAXIMUM SPAN LENGTH (Lspan) = 12 FT/J (j Lspan UNIFORM LOAD (w) = 1151# / 2'= 576 PLF (REFER TO TRUSS CALCULATIONS BY "LONGFELLOW LUMBER" FOR REACTIONS) DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: j51/8"x12" 24F -V4 GLU-LAM 1VorthStar Engineering 20 Declaration Drive 530-893-1600 Page 16 Rev. 510001 Title: Dsgnr: MEM Description : Scope: Timber Beam & Joist Description Timber Beams BM1-BM7 Date: Job # 7047 Timber Member Information I Results Ratio = BMl BM2-BM5 BM6 BM7 Timber Section in -k 3.125x16.5 LVL:5.250x 6x12 5.125x12.0 Beam Width in 3.125 5.250 5.500 5.125 Beam Depth in 16.500 7.250 11.500 12.000 Le: Unbraced Length it 0.00 0.00 0.00 0.00 Timber Grade lbs ouglas Fir, 24F - V jss Joist - MacMiDouglas-Fir - Larchpouglas Fir, 24F - V Fb - Basic Allow psi 2,400.0 2,600.0 1,350.0 2,400.0 Fv - Basic Allow psi 165.0 285.0 85.0 165.0 Elastic Modulus ksi 1,800.0 1,800.0 1,600.0 1,800.0 Load Duration Factor Shear OK 1.000 1.000 1.000 1.000 Member Type 1,217.9 Glul-am Center LL DO Sawn Glul-am Repetitive Status 0.000 No No No No Center Span Data 0.0 0.0 Center Total DO in -0.400 Span it 17.00 5.00 9.00 12.00 Dead Load #/ft 448.00 L/Defl Ratio 670.00 576.00 Live Load #/ft 711.8 Dead Load #/ft 1,147.00 Live Load #/ft Start ft End ft 1.500 Point #1 DL lbs 3,701.00 LL lbs @ X ft 1.000 Results Ratio = 0.5707 0.5165 0.6662 0.4291 Mmax @ Center in -k 194.21 46.20 81.40 124.42 @ X = it 8.50 1.00 4.50 6.00 lb: Actual psi 1,369.6 1,004.4 671.5 1,011.5 Fb : Allowable psi 2,400.0 2,600.0 1,350.0 2,400.0 LL lbs Bending OK Bending OK Bending OK Bending OK fv : Actualpsi lbs 93.1 147.2 56.6 70.8 Fv : Allowable psi 165.0 285.0 85.0 165.0 Center DL Defl in Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 3,808.00 4,423.22 3,015.00 3,456.00 LL lbs 0.00 0.00 0.00 0.00 Max. DL+LL lbs 3,808.00 4,423.22 3,015.00 3,456.00 @ Right End DL lbs 3,808.00 998.27 3,015.00 3,456.00 LL lbs 0.00 0.00 0.00 0.00 Max. DL+LL lbs 3,808.00 998.27 3,015.00 3,456.00 Deflections Center DL Defl in -0.400 -0.043 -0.089 -0.202 L/Defl Ratio 510.2 1,386.7 1,217.9 711.8 Center LL DO in 0.000 0.000 0.000 0.000 LIDO Ratio 0.0 0.0 0.0 0.0 Center Total DO in -0.400 -0.043 -0.089 -0.202 Location it 8.500 2.180 4.500 6.000 L/Defl Ratio 510.2 1,386.7 1,217.9 711.8 By: MEM NorthStar Date: 9/18/00 ENGINEERING Job No..7047047 Page 19 of BEAM AT PORCH IN BACKYARD - BM8 MAXIMUM SPAN LENGTH (Lspan) = 21 FTd TRIBUTARY WIDTH (Wtrib) = 6 FT UNIFORM TOTAL LOAD (w) = (DL + LL) * Wtrib = 180 PLF WHERE DL = 14 PSF LL = 16 PSF DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: � 5 1/8' x12" 24F -V4 GLU-LAM 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 w Lspan w BEAM AT PORCH IN BACKYARD - BM9 & BM10 A MAXIMUM SPAN LENGTH (Lspan) = 12 FT Lspan CONCENTRATED LOAD (P) = 1679 LBS UNIFORM LOAD (w) = 701# / 2'= 351 PLF (REFER TO TRUSS CALCULATIONS BY "LONGFELLOW LUMBER" FOR REACTIONS) DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE:"x12" 24F -V4 GLU-LAM i w P BEAM AT DINING ROOM BM11 MAXIMUM SPAN LENGTH (Lspan) = 12.33 FT--� Lspan CONCENTRATED LOAD (P) = 3194 LBS UNIFORM LOAD (w) = 1982# / 2' = 991 PLF (REFER TO TRUSS CALCULATIONS BY "LONGFELLOW LUMBER" FOR REACTIONS) DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: ["51/8"x15" 24F -V4 GLU-LAM w BEAM AT CORNER OF BATHROOM - BM12 MAXIMUM SPAN LENGTH (Lspan) = 8 FT Z\ Lspan UNIFORM LOAD (w) = 411# / 2'= 206 PLF (REFER TO TRUSS CALCULATIONS BY "LONGFELLOW LUMBER" FOR REACTIONS) DESIGN ANALYSIS: (SEE COMPUTER SHEET ON PAGES THAT FOLLOW) USE: 6X12 DOUGLAS FIR LARCH #1 ; NorthStar Engineering Title : Job # 7047 20 -Declaration Drive Dsgnr: MEM Date: 530-893-1600 Description Page 2 D Scope: '-. 510MI Timber Beam & Joist Description Timber Beams BM8-BM12 Timber Member Information Results Ratio = BM8 BM11 BM12 BM9 & BM10 Timber Section in -k 5.125x12.0 5.125x15.0 6x12 5.125x12.0 Beam Width in 5.125 5.125 5.500 5.125 Beam Depth ' in 12.000 15.000 11.500 12.000 Le: Unbraced Length ft 0.00 0.00 0.00 0.00 Tlmber Grade lbs ouglas Fir, 24F - V Duglas Fir, 24F - Douglas Fir'- Larchpouglas Fir, 24F - V Fb - Basic Allow psi 2,400.0 2,400.0 1,350.0 2,400.0 Fv - Basic Allow psi 165.0 165.0 85.0 165.0 Elastic Modulus ksi 1,800.0 1,800.0 1,600.0 1,800.0 Load Duration Factor Shear OK 1.000 . 1.000 1.000 1.000 Member Type 5,639.9 • Glul-am Glul-am Sawn Glul-am Repetitive Status 0.000 No No No No Center Span Data 0.0 0.0 Center Total Defl in -0.593 Span ft 21.00 12.33 8.00 12.00 Dead Load #/ft 180.00 991.00 206.00 351.00 Live Load #/ft 713.2 Point#1 DLlbs 3,194.00 1,679.00 LL lbs @ X It 2.000 6.000 Results Ratio = 0.4034 0.8944 0.1766 0.4616 Mmax @ Center in -k 119.07 265.94 19.78 136.26 @ X = ft 10.50 5.62 4.00 6.00 lb : Actual psi 968.0 1,383.8 163.1 1,107.8 Fb : Allowable psi 2,400.0 2,400.0 1,350.0 2,400.0 LL lbs Bending OK Bending OK Bending OK Bending OK fv : Actual psi 42.0 147.6 15.0 63.6 Fv : Allowable psi 16.5.0 165.0 85.0 16.5.0 Center DL Defl in Shear OK Shear OK Shear OK Shear OK Reactions @ Left End DL lbs 1,890.00 8,785.43 824.00 2,945.50 LL lbs 0.00 0.00 0.00 0.00 Max. DL+LL lbs 1,890.00 8,785.43 824.00 2,945.50 @ Right End DL lbs 1,890.00 6,627.60 824.00 2,945.50 LL lbs 0.00 0.00 0.00 0.00 Max. DL+LL lbs 1,890.00 6,627.60 824.00 2,945.50 Deflections Center DL Defl in -0.593 -0.238 -0.017 -0.202 UDefl Ratio 425.0 622.3 5,639.9 • 713.2 Center LL Defl in 0.000 0.000 0.000 0.000 UDefl Ratio 0.0 0.0 0.0 0.0 Center Total Defl in -0.593 -0.238 -0.017 -0.202 Location ft 10.500 6.017 4.000 6.000 UDefl Ratio 425.0 622.3 5,639.9 713.2 By: MEM NOrthStar Date: 9/19/00 Job No. 7047 ENGINEERING Page 2.1 of 2 CONTINUOUS FOOTING UNDER CONCENTRATED LOADS MAXIMUM REACTION (P) = 5.8 K CHECK SOIL BEARING (q) = P / (W * L) = 1.93 K < WHERE WIDTH OF FOOTING (W) = 1 FT LENGTH OF FOOTING (L) = 3 FT USE: 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX 530-893-2113 i i 2 K OK f V-0" WIDE BY V-6" DEEP FOOTING ACCEPTABLE FOR CONCENTRATED LOADS TYPICAL FOOTING UNDER BEAM MAXIMUM REACTION (P) CHECK SOIL BEARING (q) = P / (W * L) = 1'.45 K < WHERE WIDTH OF FOOTING (W) = 2 FT LENGTH OF FOOTING (L) = 2 FT USE: 2 K OK 2 FT WIDE 2 FT LONG 1 FT THICK W/ 2- #5 EACH WAY FOOTING UNDER BM11 MAXIMUM REACTION (P).= 8.8 K CHECK SOIL BEARING (q) = P / (W * L) = 1.41 K < 2 K OK WHERE WIDTH OF FOOTING (W) = 2.5 FT LENG G L = 2.5 FT USE: 2.5 FT WIDE 2.5 FT LONG 1 FT THICK—,,,",, W/ 3- #5 EACH WAY 3'� X30' / (8 w Z ' �A VVA,� ftt pci—N s NorthStar ENGINEERING Civil Engineers • Planners • Surveyors October 9, 2000 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 Attention: Dave Wasney RE: Permit for Newsum Residence Dear Mr. Hunt, I have reviewed the lateral design for the Newsum residence. The braced walls shown on line D are okay by inspection. The plan checker shall add the 30° x 30" x 12" footing to the foundation plan at beam 11. This concludes my response at this time. If you have any questions, please contact me at 893-1600. Sincerely, Jeff Richelieu, PE NorthStar Engineering _20 DECLARATION DRIVE CHICO, CALIFORNIA 95973 530-893-1600 FAX -893.2113 Z0t7 Zb0'ON 00TTdd0VTZ829 F 9NI833NION3 zIdlSHli'ION SO:ST OO/ZT/OT NorthStar ENGINEERING Civil Engineers • Planners - Surveyors October 9, 2000 Butte County Building Department 7 County Center Drive Oroville, CA 95965 Fax: 538-2140 Attention: Dave Wasney RE: Permit for Newsum Residence Dear Mr. Hunt, I have reviewed the lateral design for the Newsum residence. The walls shown on line D are okay by inspection. The plan checker shall add the 30" x 30" x 12" footing to the foundation plan at beam 11. This concludes my response at this tune. 1f you have any questions, please contact me at 893-1600. Sincerely, Jeff Richelieu, PE NorthStar Engineering 20 DECLARATION DRIVE CHICO. CALIFORNIA 95973 530-893-1600 _ FAX -893-2113 Z00 8b0'0N 00TTdd0VTZ82S E 9NI633NI9N3 NUiSH18ON b17:0T 00/2T/0T ,.��' tr��-:..-..,�p-..•n.�:+rT...r�..�t...-�FnRn-�..,,,_.-�.r%+.-:--.-��a,.Yn*v�.,r.�-w*"��r�+�••.a�..�f^'r^h,w'1m�:^"'r.�✓+i�^.r^+s•.�"�r<'.•>::,..� BUTTE COUNTY PARRS DEVELOPMENT FSS CERTIFICATION FORM CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number s) Property Owner Project Location/Address Subdivision Lot Number(s) Residential Development: (check one) New Development _Alteration/Addition _Mobilehome(s) _Non -Residential to Residential Total Number of Dwelling Units z;.7 , Comment: Buildi_ng1J!re'pa_i9&gjbnt Representative Date Chico Area Recreation and Park District(CARD) certifies that ne99g— 9� (Applicant Name) (Phone Number) l AK3 6WA�' � iw (Street Address) (City`) (State) (Zip Code) has complied with the requirements of Butte Co. Resolution No. 90-140 by - payment for dwelling units @ $1,189 for total payment of $ g dMRepreserhat ive PAID BY CHECK NO. REMARKS: BANK NO.'�� PAID BY CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 11/90) mhla/ffi Da e Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. 10/15/00 #4216 3:44PM kYXTOTRL II169.r_'0 E.H. USE ONLY Plot Plan Attached e- �` Floor Plan Attac • a •�` `+ �� Sent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: anitation Clearance Owner Location AP# Plan App ed for: Sew a Disposal > Water Supply: Public Private Well X Clearance for Other moi` 6 drrr> /7vYrJP� Mold final for: Seo wit,! lel 71-11 A,' Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date nn ROVED � Y 7 001 ounty Envoiron. -'?-Iealth bal A #WELL (LOT 1) 4 -PROPERTY LINE EP Environmental Health SEP 1 8 2000 Chico, California GILBERT ENGINEERING 70 DECLARATION DRIVE, SUITE 101 CHICO, CA 95973 WHEN RECORDED FILE WITH THE 260 MAP LISTED BELOW :COUNTY OF BUTTE ) ) SS :STATE OF CALIFORNIA ) - 24 -Apr -2000 2ON-0014720 Has not been compared vith original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER'S USE CERTIFICATE OF CORRECTION WESLEY E. GILBERT, being duly sworn, deposes and says: That the following corrections or additions to the map of AUTUMN PARK SUBDIVISION, PHASE I, as filed in Book 147 of MAPS, at pages 99 thru 102 in the Office of Recorder are made by me in accordance with Sections 66469 and 66470 of the Subdivision Map Act: The floodplain boundaries and elevations .and Note 11 shown on Sheet 4 of 4 of the above referenced map are modified as shown on the attached Exhibit "A", Sheet 1 o 1. Dated: April 21, 2000 By: Weslqf E. Gilbert RCE No. 1689 (Expires 12/31/00) Listed below are the.present fee owners of property affected by the correction or addition. LOTS 1 thru 21 - RITCHIE CONSTRUCTION INC., A CALIFORNIA CORPORATION. COUNTY SURVEYOR'S STATEMENT This is to certify the above certificate of correction has been examined for compliance with Section 66469 of the Subdivision Map Act. 0 L e Dd Stuart Edell, Deputy County Surveyor R.C.E. 31689 Expires 03/31/03 Date: o rol o QV,Of ESSIoagi E. G11 ." Na 31689 Irv%J'r_ CM1. a� LIMITS OF AREA OF 100 -YEAR FLOOD ZONE A AS APPEARS ON THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD 4 INSURANCE RATE MAP FOR BUTTE COUNTY, CALIFORNIA MAP NUMBER 06007CO320 D. NORTH EFFECTIVE DATE APRIL 20, 2000. 100= SCALE: 1"=200' YEAR FLOOD ELEVATION IN THIS AREA IS 190.0 (NGVD). I . :...:............................::..::::::::::::::::. :^ 9l: • ..rr:v: ir::: i:i{•:::ir:r:c: rr it .:::.:::::.:::::::::::::::::::........::::: .................. . ..��::�::.�•:::•:::•:i•i:::�:(`i�:':•:i•::i•::i.'•.:....... ,..�:.�:•::::.'�� '��.......•••:::iir:c:::cr::•... .:....... {:r::�' LOT I LOT 17 LOT 12 '� +:' I .1 0 IAT 11 . Q I • � I I I LOT 2 I 1 1IAT 13 LOT 10 IAT I 18.. I I Iz 1 1 13 LOT 3 I I o I V 1VI 1 LOT 14 LOT 9 I I I LOT 19 I , I I IAT 4 �23 THE LOWEST .FINISH FLOOR ELEVATION FOR .ANY - - - - " STRUCTURE' ON "LOTS 12 AND 17 SHALL '.. BE 191.0 (NGVD). . Department of Public Works CO C o u n t y o f B u t t e C LAND DEVELOPMENT DNISION q J. Michael Crump, Director.. Storm Water Management Program O 7 County Center Drive 1 Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDEn)Preve Phase 11 Construction Storm Water Permit and Storm SS THAN 1 ACREtio Plan (SWPPP) Acknowledgement ILE Project Description: Project -Location -and/or Parcel Number: �� 7'd �' a (1 3 Corccc4- GT ��- (moo Ca By signing below, I, the project owner/owner's agent, certify thata Constructithis project on LL Storm Dat NOT DIS PermRB 1 acre or more of land and that I, therefore, do not need to apply for from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from.the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading andlor other permits or other sanctions provided by law. Signed: ` Title: C29 s a Date: fD. Zl .0' Less than ) Acre NPDES & SWPPP Compliance Certification --- 5� ,DPS GILBERT ENGINEERING 70 DECLARATION DRIVE, SUITE 101 CHICO, CA 95973 WHEN RECORDED FILE WITH THE 260 MAP LISTED BELOW :COUNTY OF BUTTE ) ) SS :STATE OF CALIFORNIA ) - 24 -Apr -2000 2®00-0014729 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER'S USE CERTIFICATE OF CORRECTION WESLEY E. GILBERT, being duly sworn, deposes and says: That the following corrections or additions to the map of AUTUMN PARK SUBDIVISION, PHASE I, as filed in Book 147 of MAPS, at pages 99 thru 102 in the Office of Recorder are made by me in accordance with Sections 66469 and 66470 of the Subdivision Map Act: The floodplain boundaries and elevations.and Note 11 shown on Sheet 4 of 4 of the above referenced map are modified as shown on the attached Exhibit "A", Sheet 1 o 1. . Dated: April 21, 2000 By: WesIX E. Gilbert RCE No. 1689 (Expires 12131/00) Listed below are the.present fee owners of property affected by the correction or addition. LOTS 1 thru 21 - RITCHIE CONSTRUCTION INC., A CALIFORNIA CORPORATION. COUNTY SURVEYOR'S STATEMENT This is to certify the above certificate of correction has been examined for compliance with Section 66469 of the Subdivision Map Act. Stuart Edell, Deputy County Surveyor R.C.E. 31689 Expires 03/31/03 Date: o 0 o QApEESSlpaq! E.CID iz Na 31689 LIMITS OF AREA OF 100=YEAR FLOOD ZONE A AS APPEARS ON THE FEDERAL -----N EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE .MAP FOR BUTTE COUNTY, CALIFORNIA MAP NUMBER 06007CO320 D, EFFECTIVE DATE APRIL 20, 2000. 100= YEAR FLOOD ELEVATION IN THIS AREA IS 190.0 (NGVD). NORTH SCALE: f=200' '. j;•,:•:`,. .- 11. THE LOWEST.FINISH FLOOR ELEVATION FOR •ANY - STRUCTURE' ON `LOTS 1, 11; 12 AND 17 SHALL BE 191.0 (NGVD). . 'DP`'`I GILBERT ENGINEERING 70 DECLARATION DRIVE, SUITE 101 CHICO, CA 95973 WHEN RECORDED FILE WITH THE MAP LISTED BELOW :COUNTY OF BUTTE ) ) SS :STATE OF CALIFORNIA ) 24 -Apr -2000 2000-0014720 Has not been compared with original BUTTE COUNTY RECORDER F 2160 SPACE ABOVE THIS LINE FOR RECORDER'S USE CERTIFICATE OF CORRECTION WESLEY E. GILBERT, being duly sworn, deposes and says: That the following corrections or additions to the map of AUTUMN PARK SUBDIVISION, PHASE I, as filed in Book 147 of MAPS, at pages 99 thru 102 in the Office of Recorder are made by me in accordance with Sections 66469 and 66470 of the Subdivision Map Act: The floodplain boundaries and elevations .and Note 11 shown on Sheet 4 of 4 of the above referenced map are modified as shown on the attached Exhibit "A", Sheet 1.of 1. . Dated: April 21, 2000 By: Wesl9f E. Gilbert RCE No. 1689 (Expires 12/31/00) Listed below are the,present fee owners of property affected by the correction or addition. LOTS 1 thru 21 — RITCHIE CONSTRUCTION. INC., A CALIFORNIA CORPORATION. COUNTY SURVEYOR'S STATEMENT This is to certify the above certificate of correction has been examined for compliance with Section 66469 of the Subdivision Map Act. Stuart Edell, Deputy County Surveyor R.C.E. 31689 Expires 03/31/03 Date:'2600 O Q�Of ESS/paq! E. Na 31688 * ErP R�.�/AD -OF CAS\E�Q LIMITS OF AREA OF 100 -YEAR FLOOD ZONE ONE A AS APPEARS ON THE FEDERAL--\ EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR BUTTE COUNTY. CALIFORNIA MAP NUMBER 06007CO3.20 D, NORTH EFFECTIVE DATE APRIL 20, 2000. 100' - SCALE: 1"=200' YEAR FLOOD ELEVATION IN THIS AREA IS 190.0 (NGVD). .............. ------ .......... .. . ... ........... . ........ ..................... ..... :4,� .......... .... f7: LOT I LOT 17 LOT 12 LOT 11 LOT 10 LOT IS LDT 13 ca Ix WT 3 VIII LOT 19 LIOT 14 IT I LOT 4 cm, i IV LOT 20 LOT 15 LOT 8 0 wl LOT 5 LOT 7 LOT 6 IAT 21 I LOT IS DTtl VE �UTTUIMN :: ......_ ... ____ _ . �r. LEVAMON FOR ANY 11. THE LOWEST.FINISH FLOOR E STRUCTURE'ON`LOTS 1. 11 12 AND 17 SHALL BE 191.0 (NGVD). EXHISIT "A', SHEET 1. OF BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.neAdds PERMIT NO. BP043081 LICENSED CONTRACTORS 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 Issued Date: 11/09/2004 APN: 047-680-011-000 the Business and Professions Code, and my license is in full force and effect.-:? License Class: G S License Number: shh6 Site Address: 13863 COMICE CT CHI Date: II Gr. �?2 Contractor. �F �� 7n nl i!D(OL S Map Index: Description: INGROUND POOL MASTER 01-500 OWNER43UILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city or county which requires a Owner: NEWSUM PAUL ANDREW &TAMARA M permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for such permit to file a REVOCABLE TRUST signed statement that he or she is licensed pursuant to the provisions of C/O NEWSUM PAUL A 8r TAMARA M the Contractor's State License Law (Chapter 9 commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or TRUSTEES she is exempt therefrom and the basis for the alleged exemption. Any 13863 COMICE CT violation of Section 7031.5 by any applicant for a permit subjects the CHICO, CA 95973-9295 applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ 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 (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who does such work himself or herself or through his or her own employees, Applicant: NEWSUM PAUL ANDREW 8r TAMARA M provided that such improvements are not intended or offered for REVOCABLE TRUST sale. If however, the building or improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). Contractor: PERFECTION POOL AND SPAS • ❑ I am Exempt under Article 3 of the Business and Professions Code Date: Owner: 172 E 20TH ST WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: CHICO, CA 95928 ❑ 1 have and will maintain a certificate of consent to self -insure for 530-895-0437 workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. License #: 566654 [►y 1 have and will maintain workers' compensation insurance, as /— required by Section 3700 the Labor Code, for the performance of the work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Architect: Carrier: Engineer: Policy #: ❑ 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 Total Square Ft: 0 S. F. become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' Valuation: $0.00 compensation provisions of Section 3700 of the Labor Code, I shall Census Code: forthwith comply with those provisions. �16 �/ -7 e� Date: Applicant: WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), in addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest, and attorney's fees. 4-13 40 4- 5 4-6-7,4a 10 • -2 1 o4 - CONSTRUCTION LENDING AGENCY This permit is hereby issued under the applicable provisions of the Butte County CodR andlor I hereby affirm that there is a construction lending agency for the Resolutions do work indicated above _for/Qwhich fees have been paid. performance of the work for which this permit is issued (Sec 3097 Civ.) � = = r f I' q - Name: B y -` _ Date: PER PIRES ON: 111q.05 IT ( Address: Date ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification in accordance with Section 19827.5 of California Health & Safety Code is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above information is correct, and that I am the owner or the duly authorized agent of the owner. I agree to comply with all county and state laws relating to building construction. I acknowledge it is unlawful to alter the substance of any official torn or document of 4Couhereby authorize representatives of Butte County to enter upon the above mentioned property for inspection purposes. Print Name:( ���`'"ry4--�7—Signature: _ llieAAA�n rRZ1 �1 •chi' Date: -� ❑ Owner IF Contractor ❑ Agent for Owner ❑ Agent for Contractor X- tom'" BUTTE COUNTY o DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTIONM OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 c OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION "PLEASE PRINT CLEARLY" CONTRACTOR Name Name Address ZOO City C� �-1 (CD State ZpctTjzb Phone c� . 04-3 -i Fax E-mail Lia #� 666Sz ss APPLICANT NAME ARCHITECTIENGINEER Name City c� k-1(C-6State, Address Zrp City Occ. State Zip Phone Page Fax E-mail Date Approved: State License Number APPLICANT NAME Name Address City c� k-1(C-6State, I 41SRA Zrp Phone Occ. E-mail APPLICANT SIGNAT R X For office use only- nlyZoning Zoning 5I Flood Zone I 41SRA I CSq No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERMIT Q'' so BP BIN # LOCATION AP# O 4 7 - 6nc, I Property Address C c��1 tem City �\.4 (Cb Cross Street WORKER'S COMPENSATION Policy Number O 2 - Carrier Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address W. Description or Scope of Work: �E%v zJ D c'- tf fJL.- Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: GS Receipt P -6�3(/7 Date: Amount: 6!�o 17. . -1 -_ Bldg SRA Sheriff SHIP I Other T_l.� SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BEACCEPTED, ALL PLANS MUST BE LEGIBLEAND /N INK ❑ 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paperl ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paperl) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. il 3. Engineered truss details and layouts in duplicate (if required). No faxesl :1 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) 7 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. 7 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fid plans, all in duplicate. 1 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). 9. Site 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 (if required). 12. Hazardous Material Form (for Commercial Buildings only). ] 13. Sanitation and site plan approval from the Environmental Health Department. remaining items needed to issue the permit Additional items may be required after Plan Check and Planning :view (May require additional plan review upon receipt of the following items.) I 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioners office (if required). 1 2. Impact Fees. 1 3. Califomia Department of Forestry plan approval (if required). 1 4. NPDES Form. 1 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). 6. Contractors license information. (Number, Name Style, Classification). 7. Workers Compensation Carrier and Policy Number. 8. Owner -Builder Verification (if required). 9. Letter of Signature authorization (if required). 10. Recorded copy of Agricultural Acknowledgment Statement. 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). you have questions or would like additional information regarding this process, contact a Permit )plication Assistant at (530)538.7541. EXPIRATION OF APPLICATION plications for which a permit has not been issued will expire one year after date of application. In order to renew action an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS funds can only be made upon written request by the person who paid the fee. The request must be made within two irs from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits jed; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan ,ck fees for work plan checked and other department costs are not refundable. - OVER FOR BUILDING PERMIT APPLICATION :RMSWILDINGF0RMS\R1deAnn1..gveNP —fc,4. __ 4_ 1 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plea Anschad Floor fto Anachad sarrt to B.D. Owner Location AP# Plan Approved for: Sewage Disposal.?-- Water Supply: Public Private Weliv- Clearance for dwelling. Other Lam Hold final for: Final clearance O.K. for: NOTE: Environ 8/96 Specialist Date 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 OWNER: f�-P,l `f V i ASSESSOR PARCEL NUMBER W (�] " G s�P G 1 l Proposed Building Use: ' V' -,5�J�Counter Technician: Date: I� 1 6z-4Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in ordeN080ply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. �❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. .0/ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs ❑ 12. Letter of intent for non-residential buildings ❑ 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. 16. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 1. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit........................................................................ ❑ 23. California Department of Forestry plan approval ❑ paid. Sent by: ............. 24. Planning approval (A) Use.D)'� (B)Parking: (C) Parcel Check: I Q ❑ 25. Contact Land Development about _ Improvements, _ Drainage ......................... :5 26. NPDES Form............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization......................................:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement ................................. ❑ 34. Manufactured home utility clearance............................................................... ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... 37. ❑ Gran Deed ❑ M . Title/Statement of Facts, ❑ Letter f,rp m Legal Own r, Che k to H.C.D. $ 38. Other: 7iYlC ��cG�l J%iOStGY! 7 � /YYIQQ Re" t M t& 39. Other" 1�� When issued Telephone - C) and hold for pickup. I have been inforned,of the above ite�tj and requirements for obtaining a building permit. Applicant: 7 Date: 1. Index peri application for the above Kerns numbered: Plan Check Letter 2. Additional items required on ac , designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, own , was advised of the above dat by ❑ phone, ❑ mail, ❑ count Date: Plans reviewed by: Date: D b Plans approved by: Date :Ili • Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division 1�. STYE PLAN REVIEW APPLICATION Date:&S-0N AP# ate%% 10 F6 --Q I Permit Number (if applicable) 0 APPLICANT INFORMATION Parcel Size: Owners Name: Owners Address: 13 r(p 3 rzi'Yl l X r cl ,!U 7 3 Telephone No.: / AA —Q V3 7 Situs Address: Proposed Use: Residential ❑ New Single Family Residential ❑ Single Family Addition ❑ Mobile Home A Residential Accessory iw ❑ 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) ❑ Approved IN Conditionally Approved ❑ Resolve Problems Prior to Approval I' Site Plan Stamped Approved' By a#Date 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) 7nOdt� SRA - (CDF to determine specific requirements) 100 -Year Flood Plain: (See a hed) o Flood Zone:f f ' X Flood Panel No.: _19& 6b 7CO 3V7 OD Index Date: '1120100 ❑ Sacramento River Reclamation District (Approval must be obtained from the ealif6rnia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ❑ Detached Building Use Form ❑ Encroachment -Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: bZ— i Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side , 1 Side Street Rear / Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 c Applicable Development • Fees: Standard Fees Amount Formula ❑ Fire ❑ School* - ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:❑ No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 sof 5 10 Subdivision Map/Parcel Map: ( WVrVrI Map Date of Recording: q Lot: / Book: / % Page: � ❑ 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 roa ❑i Page 4 of 5 \r� ❑ x Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAI,arrys\Building Permit Site Plan Reviewl.doc Page 5 of 5 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING November 8, 2004 Paul Newsum 13863 Cornice Court Chico, CA 95973 Perfection Pools 172 E. 20`x' Street Chico, CA 95928 Subject: Building Permit — 04-3081 (Pool) Dear Mr. Newsum: The Butte County Department of Development Services, Planning Division, has reviewed the submitted Building Permit, and we have found that your property is located in the North Chico Specific Plan Area (adopted in 1995). This Plan requires that erosion control plans are required for any new construction in this area. However, the area where your property is. located has very little potential for erosion. Through working with our County Engineer, we have developed a way to meet this requirement in areas that will have a relatively small amount of soil disturbance and low potential for erosion. In order to address erosion control for the construction of your pool, please write the following on your site plan, which will be required prior to permit issuance: If soil is excavated and placed in such a manner that sediment could be transported across the property boundary, install silt fencing, straw waddles or other appropriate erosion control measures until sufficient vegetation can be established or the excavated soil is removed from the property. Should you have any questions please feel free to call me, between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Since ly, Lana Adler Assistant Planner OWNER'S STATEMENT 1, EVELYN C. LIPTRAP. AN UNMARRIED WOMAN, AS OWNER OF THE LAND SHOWN ON THE ANNEXED MAP AND MID VALLEY TITLE AND ESCROW COMPANY, A CALIFORNIA CORPORATION, AS TRUSTEE UNDER THOSE CERTAIN DEEDS OF TRUST RECORDED JUNE 9. 1987 UNDER BUTTE COUNTY RECORDERS SERIAL NO.8740787, RECORDED SEPTEMBER 7. 1994 UNDER BUTTE COUNTY RECORDERS SERIAL NO. 94-37405 AND RECORDED AUGUST 12, 1998 UNDER BUTTE COUNTY RECORDER'S SERIAL 140. 8834310, DO HEREBY STATE THAT WE ARE THE ONLY PARTES WHOSE CONSENT IS NECESSARY TO PASS CLEAR TITLE TO SAID LAND AND THAT WE CONSENT TO THE PREPARATION AND RECORDATION OF THIS FINAL MAP. WE HEREBY OFFER FOR DEDICATION FOR SPECIFIC PURPOSES THE FOLLOWING: (A) A PORTION OF GARNER LANE, A PORTION OF AUTUMN PARK ORAE, COMICS COURT AND WINESAP COURT AS SHOWN ON THE ANNEXED MAP FOR PUBLIC STREET, PUBLIC SERVICE AND ALL OTHER PUBLIC PURPOSES, IN FEE SIMPLE TO THE COUNTY OF BUTTE. (8) AN EASEMENT OVER LOT "A" AS SHOWN ON THE ANNEXED MAP FOR STORM DRAINAGE PURPOSES TO THE COUNTY OF BUTTE. (C) EASEMENTS FOR PUBLIC SERVICE PURPOSES INCLUDING WATER, GAS ELECTRIC, COMMUNICATION FACILITIES AND ALL OTHER PUBLIC SERVICE PURPOSES OVER, ON AND UNDER THOSE STRIPS OF LAND SHOWN ON THE ANNEXED MAP AS P.S.E. (PUBLIC SERVICE EASEMENT). (D) AN EASEMENT OVER A 30 FOOT WIDE STRIP OF LAND ACROSS LOTS 1,11, 12, 17 AND REMAINING LANDS AS SHOWN ON THE ANNEXED MAP FOR EMERGENCY ACCESS PURPOSES FOR THE BENEFIT OF LOTS 1 THROUGH 21 AND REMAINING LANDS TO THE COUNTY OF BUTTE. (E) AN EASEMENT OVER A STRIP OF LAND ADJACENT TO GARNER LANE AND AUTUMN PARK DRIVE AS SHOWN ON THE ANNEXED MAP FOR LANDSCAPING PURPOSES TO THE COUNTY OF BUTTE. (F) WE HEREBY RELEASE AND RELINQUISH TO THE COUNTY OF BUTTE ANY AND ALL ABUTTER'S RIGHTS OF ACCESS ALONG THE GARNER LANE FRONTAGE OF LOTS 1, 2, 3.4. 5 AND a AND ALONG THE AUTUMN PARK DRIVE FRONTAGE OF LOTS 8, 7, 18 AND 21. EVELYN C. UPTRAP MID�V VALLEY TITLE AND ESCROW COMPANY, 13922 NIGKWAY 99 NORTH A CALIFORNIA CORPORATION CHICO, CA 95973 ROGER BUTTON, VICE PRESIDENT • STATE OF CALIFORNIA COUNTY OF BUTTE ON TH194 DAY OF -TENS . 1922 BEFORE ME THE UNDERSIGNED, PERSONALLY APPEARED EVELYN C. UPTRAP, PERSONALLY KNOWN TO ME(OR PROVED TO ME ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE PERSON(S) WHOSE NAME(S7 tWARE SUBSCRIBED TO THE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT HHSHEITHEY EXECUTED THE SAME IN HISMERMHEIR AUTHORIZED CAPACITYQES), AND THAT BY HISMER/MEJR SIGNATURE($) ON THE INSTRUMENT THE PERSONS) OR THE ENTRY UPON BEHALF OF WHICH THE PERSON(S) ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND NO SEAL REQUIRED SIGNATURE A y QARY T. 3 dweW - V PRINTED NAME COMMISSION EXPIRES I ( 8 O i NOTARY'S PRINGPAL PLACE OF BUSINESS _Cki2C (CdTV 6 NIY) O, iiLrT-TE ENGINEER'S STATEMENT THIS FINAL MAP WAS PREPARED BY ME OR UNDER MY DIRECTION AND IS BASED UPON A FIELD SURVEY IN CONFORMANCE WITH SUBDIVISION MAP ACT AND LOCAL ORDINANCES AT THE REQUEST OF EVELYN C. UPTRAP IN NOVEMBER, 1998. 1 HEREBY STATE THAT THE SURVEY IS TRUE AND COMPLETE AS SHOWN, THAT ALL MONUMENTS SHOWN WALL BE SET IN THEIR CORRECT POSITIONS WITHIN 90 DAYS OF THE RECORDATION OF THIS MAP AND THE MONUMENTS WALL BE SUFFICIENT TO ENABLE THE SURVEY TO BE RETRACED. QUA Y4 FSk.c A. Nrl. BRUCE A NASH R.C.E 33381 b• 19 N. REGISTRATION EXPIRES: CBF3ON2 OF CAtff* MOM SURVEYOR'S STATEMENT 1, STUART EDELL, DEPUTY COUNTY SURVEYOR FOR THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DO HEREBY STATE THAT 1 HAVE EXAMINED THE FINAL MAP OF AUTUMN PARK SUBDIVISION PHASE 1 AND FMD THAT IT IS SUBSTANTIALLY THE SAME AS IT APPEARED ON THE TENTATIVE MAP AND ANY APPROVED ALTERATIONS THEREOF, THAT ALL PROVISIONS OF THE SUBDIVISION MAP ACT OF THE STATE OF CALIFORNIA AND LOCAL ORDINANCES APPLICABLE AT THE TIME OF APPROVAL OF THE TENTATIVE MAP HAVE BEEN COMPLIED WITH, AND I AM SATISFIED THAT THE MAP IS TECHNICALLY CORRECT. DATE: OY 1994 ,n✓"'/ STUART EDELL DEPUTY COUNTY SURVEYOR RC.E 28132 REGISTRATION EXPIRES: OY31A13 STATE OF CALIFORNIA COUNTY OF BUTTE ON.TNIS Zf DAY OF , lune . . 19n,BEFORE ME, THE UNDERSIGNED, PERSONALLY APPEARED ROGER BUTTON, PERSONALLY KNOWN TO ME (OR PROVED ON THE BASIS OF SATISFACTORY EVIDENCE) TO BE THE VICE PRESIDENT OF MID VALLEY TITTLE AND ESCROWCOMPANY, A CALIFORNIA CORPORATION, WHOSE NAME(S) IS/ARE SUBSCRIBED TO THE WITHIN INSTRUMENT, AND ACKNOWA.EDGED TO ME THAT HEISHERf1EY EXECUTED THE SAME IN HISHERRHEIR AUTHORIZED - CAPACITY AND THAT BY HISHERMOFIR SIGNATURE ON THE INSTRUMENT THE ENITIY UPON BEHALF OF WHICH THE PERSON ACTED, EXECUTED THE INSTRUMENT. WITNESS MY HAND NO SEAL REQUIRED SIGNATURE 1_)LMffiM,N IWW 444 LJLNniW mAwaII PRIMED NAME COMMISSION EXPIRES IE'IZ--0 NOTARYS PRINCIPAL PLACE OF BUSINESSI(A taU�G (CRT' 6 C CLERK OF THE BOARD OF SUPERVISORS' STATEMENT I, JOHN S. BLACKLOCK, CLERK OF THE BOARD OF,SUPERVISORS QF TME COUNTY OF 8 E, S ATE OF CALIFORNIA, DO HEREBY STATE THAT ON THE 1(7m DAY OF 1999, THE BUTTE COUNTY BOARD OF SUPERVISORS OFFICIALLY P OVED THE SUBDIVISION MAP OF AUTUMN PARK SUBDIVISION PHASE 1. DEDICATIONS SHOWN AS ITEMS A. B. C. E AND F IN THE OWNER'S STATEMENT HEREON AND OFFERED FOR DEDICATION WERE ACCEPTED ON BEHALF OF THE ENTRIES NAMED. DEDICATION SHOWN AS ITEM D IN THE OWNER'S STATEMENT HEREON AND OFFERED FOR DEDICATION TO THE COUNTY OF BUTTE IS NOT ACCEPTED AT THIS TIME _ SHOULD THE COUNTY OF BUTTE DETERMINE PURSUANT TO GOVERNMENT CODE SECTION 88477.5 THAT THE PUBLIC PURPOSE FOR WHICH SAID PROPERTY WAS DEDICATED IN FEE SIMPLE NO LONGER EXISTS, THE COUNTY SHALL RECONVEY SAID PROPERTY AS SHOWN ON THIS MAP TO THE SUBDIVIDER WHOSE NAME AND ADDRESS IS SHOWN IN THE OWNERS STATEMENT ON THIS SHEET, OR TO THE SUBDIVIDER'S SUCCESSOR(S) IN INTEREST. S. BLACK-� OF THE BOARD OF UP`ERRVISORS r r D 7� 'r RECORDER'S CERTIFICATE FILED THIS/jX'�NDAY OF" GV f./989, AT 4.01 A.M.MBOOK /47 OF MAPS AT PAGES 99. /.w-rAT THE REQUEST OF EVELYN C. UPTRAP. - SERIAL NO. /911-0 0 3 4 44 7 r CANDACEJ GRUSBff COUNTY RECORDS BY: AUTUMN PARK SUBDIVISION PHASE 1 A DIVISION OF PARCEL 2. AS SHOWN ON THAT CERTAIN PARCEL MAPm RECORDED IN BOOK 42 OF PARCEL MAPS. AT PAGES 13 AND 14 LOCATED IN SECTIONS 31 AND 32, TOWNSHIP 23 NORTH, RANGE 1 EAST. MAB,B M. , BUTTE COUNTY CALIFORNIA FOR EVELYN C. UPTRAP RAR ewu nrancTCW a Imu.I MARCH, 1999 ' JOB NO. 99071 �...' SHEET 1 OF 4 A.P. 47-28-139 Soo K ' I Y7 PH4GE 97 \ F4 we REAR 4RTN PLASTIC CAP Fq I I.R 75.0980 MARKED 'LS BEST TIET2'PER R! LS 5525 PER R2 i \ R3 / Id 6.9D'(NI ]a28'(Cf 200'10'-4, all 11. j 1a32'(atytl 86Y(R3) ¢ 1 10.00' d ( �m 3/s'oPEN 1R PER R2 AND R3 1 (RZ,CI / 2 0.29'(AI DETAIL •A• DETAIL •B• no 9CALe to SCALE 168.21'tl(R1/ 4T65'IRI DCTAIL W N 09.87'19'E(112,C1 4195.FD'IR21 478463'(C) 119•! 8e*E(m) 4T94CY'(R]) M9CS2'19'C' 1TI4l1' f a•a]1TC1 DEED ORINTIN0 AVIOATION \\\ EASEMENT TO 41TY W CNICO M RECOROEA 8 SERIAL NO[A11-o02N4L1 - BASIS OF BPARIND9 THE BASIS OF BEARINGS FOR I= SURVEY IS THE NORTHERLY EWE OF PARCEL 2 AS ESTABLISHED FROM FOUND MONUMENTS AS SHONM ON THAT CERTAIN PARCEL MAP RECORDED IN BOOK 42 OF PARCEL MAPS AT PAGES 13 AND 14, TAKEN AS..... NORTH 89'37.19' EAST. Rt RECORD DATA PER MAP ENTUILE TMP GF THE P RIESING LANDS'. RECORDED IN BOOK 7 OF MAPS, AT PAGE 23. R2 RECORD DATA PER MAP RECORDED IN BOOK 42 OF PARCEL MAPS, AT PAGES 13 AND IA. R3 RECORD DATA PER RECORD OF SURVEY, BOOK 120 OF MAPS, AT PAGE 14. R4 RECORD DATA PER MAP RECORDED IN BOOK 117 OF PARCEL MAPS, AT PAGES 24 AND 2S. R3 RECORD DATA PER MAP RECORDED IN BOOK SS OF PARCEL MAPS, AT PAGE 52 (GRID DISTANCES • MULTIPLY BY 1.0000209 TO OBTAIN GROUND DISTANCES). RS RECORD DATA PER MAP RECORDED IN BOOK 63 OF PARCELS MAPS, AT PAGES 18 AND 19. PPPG��v 2`�2� Q-pV' REMAINING LANDS 2829 0'R, w1 N09.42'p'F R•wSaDFta A•6•a1'O 91x"17'!0'ElRl, C1 Y4l3H'(C) L•10798'( )C 0. 66L40'102.C1 - A •:5•84"CI (R leis )-CI L • 30.AD%2, C1 N99 -OW E (RS) 19&00' (RS) 3157.911c] $ R4 61.97(Cl z PARCEL 3 I 2 (R)) a t74L0'(RZ) 65 PM 52 M yr LR TSQQE0 RCF RN PER R5 9TR1P 1 ¢E¢ m1YET !0'4 L46'(Ct 9WEI NOOPOD'41Y(r) 13 911.) N Oo•07'16'.1R4/ 132498'(84) 1C) 11 DEED ORINTIN0 AVIOATION \\\ EASEMENT TO 41TY W CNICO M RECOROEA 8 SERIAL NO[A11-o02N4L1 - BASIS OF BPARIND9 THE BASIS OF BEARINGS FOR I= SURVEY IS THE NORTHERLY EWE OF PARCEL 2 AS ESTABLISHED FROM FOUND MONUMENTS AS SHONM ON THAT CERTAIN PARCEL MAP RECORDED IN BOOK 42 OF PARCEL MAPS AT PAGES 13 AND 14, TAKEN AS..... NORTH 89'37.19' EAST. Rt RECORD DATA PER MAP ENTUILE TMP GF THE P RIESING LANDS'. RECORDED IN BOOK 7 OF MAPS, AT PAGE 23. R2 RECORD DATA PER MAP RECORDED IN BOOK 42 OF PARCEL MAPS, AT PAGES 13 AND IA. R3 RECORD DATA PER RECORD OF SURVEY, BOOK 120 OF MAPS, AT PAGE 14. R4 RECORD DATA PER MAP RECORDED IN BOOK 117 OF PARCEL MAPS, AT PAGES 24 AND 2S. R3 RECORD DATA PER MAP RECORDED IN BOOK SS OF PARCEL MAPS, AT PAGE 52 (GRID DISTANCES • MULTIPLY BY 1.0000209 TO OBTAIN GROUND DISTANCES). RS RECORD DATA PER MAP RECORDED IN BOOK 63 OF PARCELS MAPS, AT PAGES 18 AND 19. PPPG��v 2`�2� Q-pV' REMAINING LANDS 2829 0'R, w1 N09.42'p'F R•wSaDFta A•6•a1'O 32500' � L•10798'( )C •A' - LOT q 1.49 AG 9. p leis 32400' P` 148)6 C N99 -OW E (RS) 19&00' (RS) 3157.911c] $ R4 61.97(Cl z PARCEL 3 I 2 (R)) a To emm OFO.TT�¢ 7i OR 65 PM 52 M yr LR TSQQE0 RCF RN PER R5 9TR1P 1 FO 11 I.R TA TAPE / L6 OSYS PER RY) 1.62,m) i \ \ Saoo yI IR2,Ct DETAIL •C• no SCALE SEE DETML R•302. A'• 69•R(K1' tl L. 1208' N N LOCATION MAP RO SCALE ' zj jI S8 WtE DATA - PARCEL 4 3I �` >� (D N99 -OW E (RS) 19&00' (RS) $ R4 �6 a 3 PHASE` �f I a To emm OFO.TT�¢ 7i OR • FOUND MONUMENT AS NOTED !I ;it m> N89-XW E 100.00 QRS) ¢E¢ m1YET !0'4 tl FOUND SM IRON PIPE TAGGED RCE t42W PER RS s NOOPOD'41Y(r) 13 911.) N Oo•07'16'.1R4/ 132498'(84) I0' 3b1' LR 75.8080 19 3916 ^II R 0 N 89.24' E ORS) 133.30' IRS) PM 97 von W(RR 9PKE PER RTL ACC¢PTEa 49 SOYTN W P CALCULATED POINT, NOTHING SET N 89'4000' E Qq 155.60 Q.q �il 88 r MEASURED BEARING OR DISTANCE iq� N99'24' E QRS) 165.50 CRE) PARCEL 3 :I I 3 AUTUMN PARK SUBDIVISION A &m R4 II PHASE SUBWOON BOUNDARY N OO'OWY1' W QA 192.00 (MO . O N 3.00'41' W (C) 324.22 (C) A OIMSION OF PARCEL 2 AS SHOW ON THAT CERTAIN PARCEL MAP RECORDED W BOOK 42 OF PARCEL MMS, AT PACES 13 AND 14 O7 R • 978001[1 I I A • ]O.Op' LOCATED M SECTIONS 3t AMO 32. TO9NSMP 23 NORTH. RAMOC 1 EAST, M.O.B.& M, © e • 6•oD'oo'to I I L .4ATo•no�OC L•1W.3I BUTTE COUNTY CALFORMA 0 Noo•n's9'w(c) 30.00' (c) I 1e3.adoo w) Q 1 � A DRIV 0'F c ` !r 1. PARCEL 2 �$ R4 02 s9Dm c:�jL MARDI, 1989 JOB N0. 99071 SHEET 2 OF 4 N09.4YOi[IRY,C) 4P3.69'g21 Q M89W-be, ) eYaDe'IC) u91.T1'(c) I 2 SEE DETAIL 'C 63 PM 18 m RR SPIKE L»' eAsr OF 6 CQOTFALO! OP GARNER LANA N 81.30'00'F(K51 1481.q'(P5) PER �O DEE EED M0B.40p1'!(cl KOBE([) IDERsemAl oo SR s74.t PARCEL I R4 3Y, LEGEND WtE DATA O SET MW IRON PPE TAGGED RCE 33381 (D N99 -OW E (RS) 19&00' (RS) a SET 6!9' REBAR wRH PLASTIC CAP MARKED ROE 33381 N 89-40'08' E M 195.94' QA) Fa 3/48 OPEN LR PER R4 • FOUND MONUMENT AS NOTED O N89-XW E 100.00 QRS) tl FOUND SM IRON PIPE TAGGED RCE t42W PER RS N BB'40YM' E Qd) 788.07 (MQ NOOPOD'41Y(r) 13 911.) N Oo•07'16'.1R4/ 132498'(84) I0' 3b1' LR 75.8080 19 3916 6 FOUND 314' IRON PPE TAGGED RCE 18151 PER RD 0 N 89.24' E ORS) 133.30' IRS) PM 97 von W(RR 9PKE PER RTL ACC¢PTEa 49 SOYTN W P CALCULATED POINT, NOTHING SET N 89'4000' E Qq 155.60 Q.q LImY&nSe, T. x]n., r MEASURED BEARING OR DISTANCE (D N99'24' E QRS) 165.50 CRE) 0.m R RECORD SEARING OROWANCE NB9.4O09'EM 168.44'&5.) AUTUMN PARK SUBDIVISION C CALCULATED BEARING OR DISTANCE O N OD'0r49' E (114) 102.90' IRA) PHASE SUBWOON BOUNDARY N OO'OWY1' W QA 192.00 (MO . O N 3.00'41' W (C) 324.22 (C) A OIMSION OF PARCEL 2 AS SHOW ON THAT CERTAIN PARCEL MAP RECORDED W BOOK 42 OF PARCEL MMS, AT PACES 13 AND 14 O7 N 88'4201' E (9 290.00' (C) LOCATED M SECTIONS 3t AMO 32. TO9NSMP 23 NORTH. RAMOC 1 EAST, M.O.B.& M, © Na9'3r1P E(C) 230.OY(C) BUTTE COUNTY CALFORMA 0 Noo•n's9'w(c) 30.00' (c) FOR EVELYN C. LIPTRAP 11 RAR BOLLS ANO[RSON a 8014] MARDI, 1989 JOB N0. 99071 SHEET 2 OF 4 A.P. 47-26-138 13oo k /47 Pfi-GE /on zDaad-- 5! ^y LOT 17 1.00 Ac (GROSS) 0.9]ACINET) O � Bpj LOT 18 LOO AG (GROSS) ae9 Ac (INET) @G3y ma IC P9. � a fYP $ LOT 19 $ Loo Ac(aass) - 0.87A (NET) �$ LOT 20 1.00 Ac (wo3o) 8 OA] Ac DIET) -'*106 WTER Ula EASEMENT TO BE RE6ERTE0 1M OEEOM Pal THE eE11EPR Ot l9Ta I TKJML 21 --------a--------- - -T----- 1 LOT 12 9q, 8 h LOT II , Ree°4Yora LOT I - © / I LOO Ac (GROSS) Q97 Aa lx¢T1 E Q v L00 Ac (GROSS) R 097-(R!T) LW At.IOR08s1 I n9e AC INET-)A�^�(n I $ LOT 6 ) S g I Ne9.42'OrE xe9°4YorE I LOT 3 $i woad zoaao' OPE" LR LPTTAAGGE,S 5P3F2A0 ER1Ay Rs1EqI1 4SQ sl Ac (GROSS)9. C q'P.BE. I 30 3A II q' PGE QO04C (xET) d A.TYMN. TERRP " T» I TTP -_t R 1. 18 LOT 14 -A l0T 9 LOT "Beae.ela't 9y,, A a lA0. (GRD w Ac (NET)) C LOT 13 $ « LOT 10 1 I 100 AC (0x059) 0.89 A""t" W Ree°4Yora IAO AC. (6R0SS1 0.99 Aa1NET1 2 © / I Xo0°D39 r, 3sr N LA.391 I •i Q v N09°49P42'E. 99.59' &I I $ LOT 6 ) S g I Ne9.42'OrE xe9°4YorE I j$ LOT 3 $i woad zoaao' sl Ac (GROSS)9. C q'P.BE. I 30 3A II q' PGE QO04C (xET) d T» I TTP -_t R 18 LOT 14 w$ l0T 9 $� "Beae.ela't 9y,, A loo Ac (GROSS)( C I Q2 aW Ac aET) 6 ae7 AC INET) I .A S 1$ LOT 4 bffl� I.DO Ac 1000Ss) 19°42'aE O 202 I n • I~ n90 At �� e I Ne9^4Ya•E I r_ $ I. 756e7' W LOT 15 S 8 LOT 811 -MO -E. TIE 'I z Nowre'eo'w, 69a79' 4 1.00 AC, fGR0e91 $1 8 LOD Ac (aq.TE) G (NET)o.e] ec. (NErI 0.97 (NET) LOT LOT 5 0� la LOT 16 Flp LOT 7 1 I-1.e3x(oaose) J UG AC.(MS3) IIL�QA'I LR .c (GROsp I pp It N: NT9°D_19 ! IaE OA] Aa(NET) 6 O.BS AG 1leTl ] _ �i_� N E.E 41]TS'� MTB°I^`6r eeAY\ I ' D ' PARK NBB°4Y0'•a oT000' Nes^4Ya`E(01 g0ow(c) I a I I I LANDSCAPE-SEuauT TYPI-L V AT ILL ME" 267T y B. ro LEO D SET 1.11r IRON PIPE TAGGED RCE 333Bt 0 SET 510 REBAR WITH PLASTIC CAP MARI= RCE 33381 O SET BUTTE COUNTY STANDARDS CENTERLINE MONUMENT • SET RARROAD spool • FOUND MONUMENT AS NOTED 11 CALCULATED POINT. NOTHING SET N MEASURED BEARING OR DISTANCE a RECORD BEARING OR DISTANCE e CALCULATED BEARING OR DISTANCE CSC PUBUC SERVICE EASEMENT L.E. LANDSCAPE EASEMENT. SUBDIVISION BOUNDARY ABUTTER'S RIGHTS REUNOUISHED TO BUTTE COUNTY CURVE DATA tD R- 2400 a SOWOD' Le 31.47 O2 R - 20.00 e = 4424'55• L- 15.50 O R - 50.00' a ° 74.0037 L. 61.59' (D R • 50.00 e • 60242T L- SZ77 © 'R v 820.00 a- 01'5021' L- 26.32 O R T 820.00 a- 08.3821' L-123.84' (D R • 230.00 4- 1028'47 L • 42.08' © R = 50.00 a • 73'49'9' L - 64.47 OB R. 50.00 a- 00'35'07' L - S2.ar 10 R • 5400 a- 5425-W . L- 47.50 11 R- 50.W a- 78'59'01' L• 0.9.80' 1© R - Iro,00 4- 10.2047 L- 31.09' 7J R • 880.00 e - 10.48.00 L-165.38' 14 R . SILOS 4 • 83'09'97 L- 55.16' 15 R-BSO.OS A- 102847 L-156AS' 10 R ° 850.00 a a 10'4800 L • 159.73- • 17 R = 200.07 6- 102847 L = 38.58' AUTUMN PARK SUBDIVISION PHASE 1 A OIMSIOK OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL NAP RECORDED IN BOOK 42 OF PARCEL MAPS, AT PACES 13 AND 14 LOCATED IN SECTIONS 31 AND 32. TOWNSHIP 23 NORTH, RANGE 1 EAST. M.D.B.R M. BUTTE COUNTY CALIFORNIA FOR EVELYN C. LIPTRAP 11 RAR �AP^R�Ve��.... MARCH, 1999 UOB NO. 89071 SHEET 3 OF 4 A.P. 47-28-138 /-� ooK /`f7 /"ftGE io/ ) "I LOO -J�; X09°49'42`!... 99.4Ya'e W Ree°4Yora r NBLA' I I >� Q v N09°49P42'E. 99.59' &I I $ LOT 6 ) S LOT 16 Flp LOT 7 1 I-1.e3x(oaose) J UG AC.(MS3) IIL�QA'I LR .c (GROsp I pp It N: NT9°D_19 ! IaE OA] Aa(NET) 6 O.BS AG 1leTl ] _ �i_� N E.E 41]TS'� MTB°I^`6r eeAY\ I ' D ' PARK NBB°4Y0'•a oT000' Nes^4Ya`E(01 g0ow(c) I a I I I LANDSCAPE-SEuauT TYPI-L V AT ILL ME" 267T y B. ro LEO D SET 1.11r IRON PIPE TAGGED RCE 333Bt 0 SET 510 REBAR WITH PLASTIC CAP MARI= RCE 33381 O SET BUTTE COUNTY STANDARDS CENTERLINE MONUMENT • SET RARROAD spool • FOUND MONUMENT AS NOTED 11 CALCULATED POINT. NOTHING SET N MEASURED BEARING OR DISTANCE a RECORD BEARING OR DISTANCE e CALCULATED BEARING OR DISTANCE CSC PUBUC SERVICE EASEMENT L.E. LANDSCAPE EASEMENT. SUBDIVISION BOUNDARY ABUTTER'S RIGHTS REUNOUISHED TO BUTTE COUNTY CURVE DATA tD R- 2400 a SOWOD' Le 31.47 O2 R - 20.00 e = 4424'55• L- 15.50 O R - 50.00' a ° 74.0037 L. 61.59' (D R • 50.00 e • 60242T L- SZ77 © 'R v 820.00 a- 01'5021' L- 26.32 O R T 820.00 a- 08.3821' L-123.84' (D R • 230.00 4- 1028'47 L • 42.08' © R = 50.00 a • 73'49'9' L - 64.47 OB R. 50.00 a- 00'35'07' L - S2.ar 10 R • 5400 a- 5425-W . L- 47.50 11 R- 50.W a- 78'59'01' L• 0.9.80' 1© R - Iro,00 4- 10.2047 L- 31.09' 7J R • 880.00 e - 10.48.00 L-165.38' 14 R . SILOS 4 • 83'09'97 L- 55.16' 15 R-BSO.OS A- 102847 L-156AS' 10 R ° 850.00 a a 10'4800 L • 159.73- • 17 R = 200.07 6- 102847 L = 38.58' AUTUMN PARK SUBDIVISION PHASE 1 A OIMSIOK OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL NAP RECORDED IN BOOK 42 OF PARCEL MAPS, AT PACES 13 AND 14 LOCATED IN SECTIONS 31 AND 32. TOWNSHIP 23 NORTH, RANGE 1 EAST. M.D.B.R M. BUTTE COUNTY CALIFORNIA FOR EVELYN C. LIPTRAP 11 RAR �AP^R�Ve��.... MARCH, 1999 UOB NO. 89071 SHEET 3 OF 4 A.P. 47-28-138 /-� ooK /`f7 /"ftGE io/ Ng N E .100 - YEAR FLOODPLAIN ELF CONTOUR UNE 1 NGYDO. IT, PROPOSED WELL LOCATION WITH IW'EACH — AA0104 LEACH E— FREE SET9ETBPI AC%, TYPICAL E-1IAT ' PROPOSED FIRE PIIOTECNON WE -\ LL WCATHIR IO n999e.91 e B90Hs1 UNIT OF AREA OF 100. YEAR I'.000 wITN E%19TIN0 DOMESTIC WELL AV[RAG! OFPTM9 OF 1E49 I1NN ONE FSIOT ,=AT" w1TH RKI RADIUS Af APPI[ R CN THE FEDERAL EMERGENCY LFAC7PIOD FREE SeTBACR FMNROCMENT 40EMCY FLOOp LVSBRAICE RATE MAP FOR IWTTE =, CALIFORNIA N �E[R&060)0m C, EFFECTIVE 1 p•L I=RIPTIQN/LOCATION NAR% 11" NOVD1 INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS A6 OF THE DATE 1 III&91 - / A7' 17 LOT 12 LOT 11 LOT 1 3 188.22 3/B' REeM1 URI PLASTIC CAP 10 URI w 3/8' REBAR AND PLASTIO CAP RMA 170A2 1 I I 1 E 10000.06 GHICO SPECIFIC PLAN. ALL DEVELOPMENT PIANS SHALLISE APPROVER BY THE 'LOT PLANNING DIVISION AND THE DEPARTMENT OF PUBLIC WORKS FOR 2 --LOT 13 LOT 10'"1 F \� 4. THE MAXIMUM BUILDING HEIGHT ON THESE LOTS SHALL NOT EXCEED 35 FEET. / / OC \\I / / ix' 1 B. IF, DURING ANY PHASE OF SITE DEVELOPMENT OR PROJECT CONSTRUCTION, / I FOT 3 SHALL BE IMMEDIATELY HALTED WITHIN 150 FEET OF THE FWD. THE BUTTE • COUNTY DEVELOPMENT SERVICES DEPARTMENT SHALL BE NOTIFIED, AND 1 WORK SHALL NOT BE RESUMED UNTIL THE FIND HAS BEEN EVALUATED BY A _ IM � i AND REVIEWED BY THE PLANNING DWISION. J 7. THE SHERIFFS FACILITIES IMPACT FEE SHALL BE PAID, PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE U OF THE BUTTE COUNTY CODE PRIOR LOT 19, TO THE ISSUANCE OF A BUILDING PERMIT. SAID FEE AMOUNT SHALL BE LOT 14 LOT I & THESE LOTS ARE SUBJECT TO THE COLLECTION OF FEES TO MITIGATE • LOT I / FACILITIES AS STATEDU IN THE NORTH CHICO SPECIFIC PN. THESE FEES BUDOINO SETBACI( \ ON THESE LOTS, UNE, TYTCAL / L020F--LOT REGULATIONS OF BUTTE COUNTY, PUBLIC RESOURCES CODE 4200, AND ALL 15 I BURDIN9 SETS LOT 8___' -- REGULATIONS IN EFFECT AT THE TIME OF APPLICATION FOR IMPROVEMENT 1 \\ I LOT 5 PLAIN OF KEEFER OUGH THE TH R 10. PROPERTY SHOWNSHALL ACCORDANCE sd 3e I // 5yw • 11. THE LOWEST FINISH FLOOR ELEVATION FOR ANY STRUCTURE SHALL BE 1.0 I I \I W THIS ADDITIONAL MAP SHEET UNLESS AND UNTIL THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR BUTTE COUNTY, /% LO\I� 3 SUPERCEDEO AND THE AREAS OF IMYEAR FLDOO WITHIN LOTS 8 THROUGH -LOT 16 LOT 6 MOT 7-_-� p10000.93 AUTUMN PARK SUBDIVISION I PHASE 1 ' A DIVISION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN BOOK 42 OF PARCEL NAPS AT PAGES 13 AND 14 ORIVE— PARK AUTUMN ul�IIELL M0 A TKIN Y. weLL LoaTIOn REFERENCE ELEVATION I=RIPTIQN/LOCATION NAR% 11" NOVD1 INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS A6 OF THE DATE 1 III&91 - 3/a' REBUT AND FUSTIC CAP 2 180.19 3A' REBAR AND R.ABTK CAP 3 188.22 3/B' REeM1 URI PLASTIC CAP 10 URI w 3/8' REBAR AND PLASTIO CAP RMA 170A2 0.a —E3 NORTHWEST OF CN" ALONG 3. ALL LOT DEVELOP MEHT/PREPARATKON SHALL BE SUBJECT TO THE SPECIFIC N 1 ! �MT-1"M CE'VEILLINE OF BTSTE RIG E 10000.06 GHICO SPECIFIC PLAN. ALL DEVELOPMENT PIANS SHALLISE APPROVER BY THE APPNO%I""' 4OB FEET NORM OF TME CENTS IM OF WILSON LANDING ROAD PLANNING DIVISION AND THE DEPARTMENT OF PUBLIC WORKS FOR t=�IIARC CONCRETE POST SMNPED MOVING ONSITE. MORD 939') NOT 6: 1. TH19 ADDITIONAL MAP SHEET SNOWS ADDITIONAL INFORMATION WHICH IS FOR INFORMATIONAL PURPOSES ONLY, DESCRIBING CONDITIONS A6 OF THE DATE OF APPROVAL AND IS NOT INTENDED TO AFFECT RECORD TITLE INTEREST. 2. ALL CONSTRUCTION AND DEVELOPMENT ON LOTS 1.21 SHALL COMPLY WITH ALL PROVISIONS OF APPLICABLE CODES, STANDARDS, AND REQUIREMENTS, AND OTHER UNIFORM CODES AS ADOPTED AND UPDATED FROM TIME TO TIME • BY THE COUNTY OF SURE INCLUDING SUBDIVISION, BURRING, MECHANICAL, ELECTRICAL. PLUMBING, FIRE, WATER, GRACING AND EXCAVATION. DESIGN, AND DEVELOPMENT REGULATIONS. 3. ALL LOT DEVELOP MEHT/PREPARATKON SHALL BE SUBJECT TO THE SPECIFIC N 1 ! GRADING AND EROSION CONTROL GUIDELINES INDICATED IN THE NORTH E 10000.06 GHICO SPECIFIC PLAN. ALL DEVELOPMENT PIANS SHALLISE APPROVER BY THE PLANNING DIVISION AND THE DEPARTMENT OF PUBLIC WORKS FOR COMPLIANCE WITH THE NORTH CHICO SPECIFIC PLAN PRIOR TO ANY EARTH MOVING ONSITE. 4. THE MAXIMUM BUILDING HEIGHT ON THESE LOTS SHALL NOT EXCEED 35 FEET. S. THE MAXIMUM BUILDING COVERAGE ON THESE LOTS SHALL NOT EXCEED 15% OF THE LOT AREA B. IF, DURING ANY PHASE OF SITE DEVELOPMENT OR PROJECT CONSTRUCTION, ARCHEOLOGICAL RESOURCES OR HUMAN REMAINS ARE DISCOVERED, WORK SHALL BE IMMEDIATELY HALTED WITHIN 150 FEET OF THE FWD. THE BUTTE • COUNTY DEVELOPMENT SERVICES DEPARTMENT SHALL BE NOTIFIED, AND WORK SHALL NOT BE RESUMED UNTIL THE FIND HAS BEEN EVALUATED BY A _ IM QUALIFIED PROFESSIONAL ARCHEOLOGIST AND A REPORT HAS BEEN =PREPARED AND REVIEWED BY THE PLANNING DWISION. J 7. THE SHERIFFS FACILITIES IMPACT FEE SHALL BE PAID, PURSUANT TO THE PROVISIONS OF CHAPTER 3. ARTICLE U OF THE BUTTE COUNTY CODE PRIOR TO THE ISSUANCE OF A BUILDING PERMIT. SAID FEE AMOUNT SHALL BE DETERMINED AND CALCULATED AS OF THE DATE OF APPLICATION FOR ' BUILDING PERMIT. & THESE LOTS ARE SUBJECT TO THE COLLECTION OF FEES TO MITIGATE • IMPACTS TO ROADS, TRAFFIC, FIRE RECREATION, SCHOOL AND DRAINAGE FACILITIES AS STATEDU IN THE NORTH CHICO SPECIFIC PN. THESE FEES SHALL BE COLLECTED AT THE TIME OF APPLICATION FOR BUILDING PERMITS ON THESE LOTS, 9. CONSTRUCTION, INSTALLATION OR DEVELOPMENT OF STRUCTURES OR , FACILITIES ON THE LOTS SHALL COMPLY WITH THE LATEST FIRE SAFE REGULATIONS OF BUTTE COUNTY, PUBLIC RESOURCES CODE 4200, AND ALL OTHER APPUCABLE STATE AND COUNTY CODES, ORDINANCES AND REGULATIONS IN EFFECT AT THE TIME OF APPLICATION FOR IMPROVEMENT PERMITS. W_ PLAIN OF KEEFER OUGH THE TH R 10. PROPERTY SHOWNSHALL ACCORDANCE � DEVELOP IN WITHIN BUTTE COUNTY AND FEDERAL EMERGENCY MANAGEMENT AGENCY REGULATIONS. • 11. THE LOWEST FINISH FLOOR ELEVATION FOR ANY STRUCTURE SHALL BE 1.0 FOOT ABOVE THE IWYEAR FLOODPLAIN ELEVATION SHOWN BY CONTOURS ON THIS ADDITIONAL MAP SHEET UNLESS AND UNTIL THE FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP FOR BUTTE COUNTY, CALIFORNIA, MNP NUMBER OBW7CW20 G EFFECTIVE DATE JUNE B. 1888,19 SUPERCEDEO AND THE AREAS OF IMYEAR FLDOO WITHIN LOTS 8 THROUGH 21 ARE IDENTIFIED AS AREAS OUTSIDE THE S00•YEAR FLOODPLAIN. p10000.93 AUTUMN PARK SUBDIVISION I PHASE 1 ' A DIVISION OF PARCEL 2, AS SHOWN ON THAT CERTAIN PARCEL MAP RECORDED IN BOOK 42 OF PARCEL NAPS AT PAGES 13 AND 14 LOCATED W SECTIONS 31 AND 32. TOWNSIOP 23 NORTH. RANCE I EAST, M.D.B.& M. • BUTTE COUNTY CALIFORNIA FOR EVELYN C. LIPTRAP �1 RAR RDus ANDERS« w . MARCH, 1999 JOB NO. 99071 SHEEP 4 OF 4 A.P. 47-26-138 R�)vK /may Pf1G� /OZ BACHMAN & ASSOCIATES October 30, 2004. COUNTY OF BUTTE Department of Building 7 County Center Drive Oroville, CA. 95965 0 A]- �623V Andy Newsum 13863 Comice Court CHICO, CA95973 F APN: 047-080-011 ' ATTN: Mike Viera Dear Mike: I have talk to Terry at Perfection Pools to use 344 rebars in the bond beam, And run the alternates bars to the bond beam for this pool. I have additionally directed Terry to thoroughly wet the existing soil, prior to the placement of gunite by the nozzle crew. If I can be of any help please yet me know. LVeryruly urs, C.W. BACHMAN RCE 16803 NEW ADDRESS 0 DANA POINT ROAD CHICO, CA. 95928 r ENGINEERING 0 SURVEYING PLANNING & DESIGNING 3012 The Esplanade, Chico, California 95926 Telephone:, (916) 342-4136 1 ,2 0 PERFECTION ,of o Sales, Service, Installation Lic, #566654 2, YO APPROVED Butte County Environmental Health Des /O z0-0 — re '-nvironmentai Health 0 C T 1 0 2004 E 0 10 20 30 40 50 Chico, California — —— --- GRAPHIC SCALE ORIGINAL SCALE: 1" = 30' I. Assessor's Parcel Number: ®®®- ®®� - ®0 0 Size (Acres) Owner Name /Address / Phone No. Aww�c/scJM Site Location 1396-:? CC) AA (L- «a CA Zoning General Plan Contact: Name tA-p-or EG (c,t4p e Phone 1 ; 12 M ECGLL 6x6 POST ° E COLUMN -------------------------------------- L -O o /t3"xl2" 24F -V4 GLGLIBCAP 6x6 POST EC-CLLX � COLUMN ' to �� CAP NOTES= a U' 1. ALL EXTERIOR! HEADERS SHALL BE roxl0 U.O.N. C6 o .� oCO } >I 2. INSTALL STREET ADDRE55 NUMBERS OF SUFFICIENT 51ZE AND CONTRASTING o I.L. MATERIAL TO BE READILY V151BLE FROM THE STREET. 2 v � N c�3. ALL WINDOWS SHALL BE DUAL GLAZED o N COVERED PORCH �"� 4. INSULATION SCHEDULE= o .� 0 -Q) x x _I _ �N OUc�i'� EXTERIOR WALLS R 19 BATT ' CONCRETE ECCLL CEILING m R-38 BATT 3050 S.H. (� An."'! � 3 INTERIOR WALL SOUND INSULATION IOPT.I R -II BATTCOLUMN N. OgCAPQg0 �� O 8,� 6x6 P05TINTERIOR BETWEEN FLOORS SOUND INSULATION (OPT.) N/A40405L. TEMP. 2040 SAH 4060 ATPW 2040 5H I 6x6 POST 6x6 P05--- „-5. A INSULATION CERTIFICATION FORM CF -6R 1S REQUIRED TO BE POSTED AT x 15 24F - V4 _ THE RESIDENCE PRIOR TO THE ISSUANCE OF A CERTIFICATE 6x12 D.F#I GLIB OF OCCUPANCY. > wftw w JACCU ZI SAT 3/O 4x6 ----- 6. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHER-STRIPPED. -� TUB SHOWER ��----------------------�. F/D P05T GAS O ----- ------ a 7. ALL JOINTS AND PENETRATIONS IN EXTERIOR WALLS,FLOOR, AND ------- O �-- -------------( i 12 SLDG. DOOR , ---- `� CEILINGS SHALL BE CAULKED AND SEALED y.. O 2/(0 -- ' ' ' �-- S. WATER HEATER EQUIPMENT SHALL BE CERTIFIED BY C.E.C. r r COFFERED COFFERED , Q TILE LA55 i I CEILING i 5 1/8"x12" 24F -V4 GLB 4x6 i i CEILING 9. SHOWER HEADS AND FAUCETS SHALL SE CERTIFIED BY C.E.0 t 2/6 i i i i AS POST i i i 10. ALL HVAC EQUIPMENT SHALL BE CERTIFIED BY THE C.E.C. V 0 M. BATT-{ P/D i i i i i ` GAS FIREPLACE ,�'� i ; DINING � ! II. ALL GAS APPLIANCES SHALL HAVE INTERMITTENT IGNITION DEVICE. Q 9'-O" CLC. ' ' ' { VINYL j 12. INSULATE ALL DUCTWORK IN UNCONDITIONED SPACE, R-4.2 MINIMUM ,V TILE X46TER BEl7RODM'------------------- --- ; I I 13. DUCTSSHALL BE CONSTRUCTED, INSTALLED, AND INSULATED PER U.M.C.TILE LINEN �` ' i i i r i i. �---------------------------�\ i_ ii V CARP T 14. ALL HOT WATER LINES WITHIN 5 O OF WATER HEATER (IN UNCONDITIONED � � COFFERED V ------------------------------------- SPACE) SHALL BE INSULATED WITfi R-4 INSULATION. 2/4 i i i i i i CEILING + i � � � ._ _._.0 / � H C TILE , , , , r , r f5. EXTERIOR WINDOWS AND DOORS f aTH GLAZING 5HA1_L HAI. E A PERMArJENT �, - r i r _ �. # NFRC LEVELS ATTACHED, U -VALUES OF DOORS OR WINDOWS SHALL MEET .WON EATING INC 6x12 D.F. THE TITLE 24 CALCULATIONS. 2/6 i i i i i i j Ar---- --- R /;;E� 16. TITLE 24 INSTALLATION CERTIFICATION FORM CF -6R SHALL BE POSTED /C ii I i I s ' AT THE RE5IDEINCE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF 0 H W/ ---------_____2 , , , , ��4T ROOM DW , , OCCUPANCY. THI5 15 IN ADDITION TO THE INSULATION CERTIFICATE. f___�\ i oonvrnc c1 AaL. wr- AT Al t c�r7GC31r10 nO�Al1wI/�a CY1�nacn Tn IIICATucM 17- 714 V ,ATTIC , O H/C i i W/ SEI5MIC STRAP 0%-11 A110VE FIN15H FLOOR 0 TILE O �AGCES� , HALL D t \ �' .� /i wl A IAIt1bY TOP d BTM. 5 x1 1/4" MIG,' OLLAM LVL H.0 TYP. Environmental Health GARAGE 8040 5L_ ^ ,�, _. A. . i1�. r�►fAf ..tAt f T/1 cca 1 2 7'1'1n - - a J Andy and Tamm! Newsum 13863 Cornice Court Chico, CA 899-9836 towner Pool General Specifications Size: 40' X 20' Perimeter: 115' Square Footage: 700' Depth: 3'-8' Finer: DE 48' Pentair Pump: 1 hp ultraflow Skimmer model: Sta-Rite Deck: 600' Main Drain: Double Light: 500w white Clocks: Intermatic Electrical by: Electrical bonding: Perfection Pool Cleaner: Polaris 280 Chlorinator: Rainbow Board: 6' White SR Smith Slide: no Plaster: pebble Tech J J