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056-250-044
056-250-044 - RMIT 9.7-0664. ^l/ LANE, Larry14 '` 16280 Stage Rd.., Forest'. anch 056-25-0-044 i New Single Family a JOHN AND BETHLI ZAKRZEWSKI APPLICATION FOR DETERMINATION ! 3 6S A P � e r I ' } P f. a o i ,x i v i i r +i J I RESIDENTIAL 056-250-044 PERMIT#97-0664, LANE, Larry 16280 Stage Rd., Forest Ranch 'a New Siri�gle Family ;r Id t YZV f �d 1✓ t - t' OFFICE COPY Address GAS ti Meter By Date ELECTRIC ��c) Meter By DJ--2!Ff— f r' JOB FINALED (D — Signature V=OK O = Not OKNot + '=Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg -Rfg.-Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location-Test0rap; / / Uft / /Nat. or/ /"L"ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements -Setbacks Easements t , Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line �" + POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances ' 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness 'Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 10. Exits; Insp.-Sketch- 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test0ater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 n MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK- except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg -Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability ' i� 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 LBhtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test0ater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ OK - O' = NotbK = Not Apf * = Not Re< RESIDENTIAL (Single & D T r (Plans) OK except Main; Soils-Elec. Gmd.-/ t' Ftg. Depth tg. Garage; Soils-Steel-Elec. Grnd/ t' Ftg. Depth 4. Fig. Porches & Decks; Soils -Steel-/ t' Ftg. Depth ,Btemw)Is, Main; Steel-Blockouts-Wrapped emwalls, arage; Steel-Blockouts-Wrapped D and Special Anchors 42 Steel -Wrapped 8. Piers-Eireplace Ftq.-Steel 9t'D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date w/� PLUMBING:tPermit) OK except #'s ,- • A 'j*-'Oter Pips -Tett & Anchor -Nail Protection ' je .W.V.; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Fast Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) O cept #'s 5. C. Ducts Insulation & port Vent Fan, Exhaust above insulation 3 ondensate Drain & Overflow, Size & Grade Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39._tttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date.,,FRAMING (Plans) OK except #'s S' Proper Materials & Anchors 41 W�s Studs -Nailing Spacing & Braces -Plates -Sound 42. earing Walls over Girders & Floor Nailing 43. top in Walls (rat proof) • re Stops, Furred Ceilings -Stair ubs 45. aders & Beams -Size & Bearing -^ Date 4 g. Joist-Rfr.. Ties-Pudin-roc: Truss-Shting.-Ring. fireplace Ties a Fireplace Throat clearance WAt6c Access; Size &Romex Protection -Draft Stop -Ins. Baffles —mac 50 drm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 5x Property Line Firewall & Openings Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits -55,-Plywood on Roof Overhang -Attic Vents -Rafter Outriggers . Siding -Nailing Veneer _491_ 6 Mesh -Drip Screed -Fd. Vents-Underflr. Access zing Area -Glass Protection -Skylights -Plastic 9 hear Walls; Nailing -Bolts Ile Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date ^j ` Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FI (Plans) OK except #'s 63E e s- oor & Sidelight Protection -landings moke Detector nts Clearance -Com r o In age; Above Floor-Ducts-Mech. Protection 67. Bath Fixtures & Tub Acell!ss-Spa Elec. Trim & Subpanel, Breaker Size 69. Stairs & Rails _I --- Vo Fireplace or Stove, Clearan earth 1. Elec. Outlets at ood ne Int. & Ext. 72. Kit ' . & Appliance; Gr d: Air Gap -Cooking godyance 7 lec. Outlets & Rece ticales at Kit. to 74. Ga[pge Fire Door; Swin -Landi -CI 12"A_.C_.6uct in Garaoe-Damoer PS/Wtr. Htr • ents-Clear nc Air Connector-P.R.V ara e; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for cation 78. EI . eceotacles in Garaae f 1-Romex Protea TY Insulation -Foam -Looked in Attic 88. Gyq%Lreils & Deck Construction- st RT—Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Cle ce Looked under Flo_W 0 Yes 8 ollowing_Lnstl rive es 0 NoA'Valks No/Planters 0 Yes Ko 85. VSWAbove Rdof, Plbg-Appliance-FirepWe-Clearance to Openings 8V(WSW Well, Disconnect fleefrical, Plumbing E�Jerior Elec. Trim, G..l. Receptacle -Underground A8!Venlilation Throught House 9 orrections from Previous Inspections 91, Gas Te eters Tagged, Gas-Ele 92. er & Sewer Connected to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date Card B-1 Yf Date Card B-1 Date Card B Date Card B-1 Date Card B- Date Card B-1 Comments at Final: Date `IZ Date t 7 _Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 2 . Elec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled 2� Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 2 . 2 Appliance Circuts in Kitchen & Conductor Size GFI 2 . Subfeed Wire Size /Z /ga. Cu or AI-A.C. Wire Size / /ga Cu or Al 301 Range Circ. / / ga Cu or AI -Oven Circ. / ? / ga Cu or AI nsulated Neutral .dYes 0 No Service -Riser Conductors & Ground -Main Disconect Equip. Clearances Panels-Motors-Mech. Epuip. 2lothes Closet Light -Shower Light -Spa Light 3 Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) O cept #'s 5. C. Ducts Insulation & port Vent Fan, Exhaust above insulation 3 ondensate Drain & Overflow, Size & Grade Furnance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39._tttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date.,,FRAMING (Plans) OK except #'s S' Proper Materials & Anchors 41 W�s Studs -Nailing Spacing & Braces -Plates -Sound 42. earing Walls over Girders & Floor Nailing 43. top in Walls (rat proof) • re Stops, Furred Ceilings -Stair ubs 45. aders & Beams -Size & Bearing -^ Date 4 g. Joist-Rfr.. Ties-Pudin-roc: Truss-Shting.-Ring. fireplace Ties a Fireplace Throat clearance WAt6c Access; Size &Romex Protection -Draft Stop -Ins. Baffles —mac 50 drm. Windows or Exiting Doors -Sill Hgt. & Dimensions Garage Fire Protection Framing 5x Property Line Firewall & Openings Ext. Doors -One 3 -Check Garage 3rd Story, 2 Exits -55,-Plywood on Roof Overhang -Attic Vents -Rafter Outriggers . Siding -Nailing Veneer _491_ 6 Mesh -Drip Screed -Fd. Vents-Underflr. Access zing Area -Glass Protection -Skylights -Plastic 9 hear Walls; Nailing -Bolts Ile Brace Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date ^j ` Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FI (Plans) OK except #'s 63E e s- oor & Sidelight Protection -landings moke Detector nts Clearance -Com r o In age; Above Floor-Ducts-Mech. Protection 67. Bath Fixtures & Tub Acell!ss-Spa Elec. Trim & Subpanel, Breaker Size 69. Stairs & Rails _I --- Vo Fireplace or Stove, Clearan earth 1. Elec. Outlets at ood ne Int. & Ext. 72. Kit ' . & Appliance; Gr d: Air Gap -Cooking godyance 7 lec. Outlets & Rece ticales at Kit. to 74. Ga[pge Fire Door; Swin -Landi -CI 12"A_.C_.6uct in Garaoe-Damoer PS/Wtr. Htr • ents-Clear nc Air Connector-P.R.V ara e; Above Floor-Mech. Protection Plb., Elec. & Mech. Equip. Listed for cation 78. EI . eceotacles in Garaae f 1-Romex Protea TY Insulation -Foam -Looked in Attic 88. Gyq%Lreils & Deck Construction- st RT—Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Cle ce Looked under Flo_W 0 Yes 8 ollowing_Lnstl rive es 0 NoA'Valks No/Planters 0 Yes Ko 85. VSWAbove Rdof, Plbg-Appliance-FirepWe-Clearance to Openings 8V(WSW Well, Disconnect fleefrical, Plumbing E�Jerior Elec. Trim, G..l. Receptacle -Underground A8!Venlilation Throught House 9 orrections from Previous Inspections 91, Gas Te eters Tagged, Gas-Ele 92. er & Sewer Connected to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date Card B-1 Yf Date Card B-1 Date Card B Date Card B-1 Date Card B- Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street, Chico, CA - (916) 891-27,51 ' 7 County Center Drive, Oroville, CA - (916) 538-7541 4 CORRECTION NOTICE c q7 -(nom( OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the abov address and should be corrected. Please notify this office when correction of work is com 7ted. If you have any questions pertaining to`this matter, or need additional explanation~, v Date —�2-�U Inspector REV 10/92 L C5:/ is • S� COUNTY OF BUTTE BUILDING DIVISION j DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891,-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 V . 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify 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. rn,4/0 0, S Go ,Q (" A/45 4r 7"VA SPe l/)r.,�//til IM WA 0.'/ P e 0ad -C D.} Cv,)i),,jS,1 re /,sG wt7JQ C ' A's Hist [ n_ At )7LjM— l ,�r J ` Date ! Q Inspector REV 10/9 INSULATION CERTIFICATE C y Address: 16280 STAGE ROAD City: FOREST -RANCH County: BUTTE Subdivision: Lot: Description of Installation 1. ROOF Material: Brand Name: Thickness (inches): Thermal Resistance 2. CEILING Batt or Blanket Type: Fiberglass Batts Brand Name: Western Thickness (inchess): 10" Thermal Resistance R-30 Loose Fill Type: Loose Fill FG Insulation Brand Name: Insul-Safe III Contractor/s min installed weight/ft -21 lb Minimum thickness 12.75' -inches Manufacturer's installed weight per square foot to achieve Thermal Resistance R-30 s 3. EXTERIOR WALL Frame Type A. Cavity Insulation Material: glow-ln-Blanket (BIBs) Thickness (inches): 3.5" B. Exterior Foam Sheathing Material: Thickness (inches): 4. RAISED FLOOR Material: Thickness(inches): 5. SLAB FLOOR/PERIMETER Brand Name: Insul-Safe III Thermal Resisitance R-15 BB Brand Name: Thermal Resisitance (R -Value): Brand Name: Thermal Resistance Material: Brand Name: Thickness (inches): �� Thermal Resistance: Perimeter Insulation Depth (inches): $� 6. FOUNDATION WALL Material: Brand Name: Thickness (inches): Thermal Resistance (R -Value): Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Slandards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of Compliance, where applicable. G � Tuesda , October 07, 1997 Installing Subcontractor Shasta lostilefl'o f Reddkp Chic® 1 Is®®I szz-6#33 INTER-DEPARTMENTAL MEMORANDUM BUTTE COUNTY TO: BUILDING DIVISION, OROVILLE OCT Z O 2004 FROM: DEVELOPMENT , ENVIR. HEALTH, CHICO. SERVICES DATE:1441 RELEA ENV. ALTH HOLD ON EF FOR:OWNER NAME: SEPTIf : WELL: AP#: /( �-OYADRESS/LOCATION: Comments: GL/memosheleasehold W. xuia ra�irl c-ot';at Certificate 42899 THE UNDERSIGNED -MANUFACTURER HEREBY CERTIFIES'that the structural wood products identified below and 'marked with a collective mark of American Wood. Systems- (AWS) were manufactured in accordance with the specifications indicated below. ANSI Standard A190.1-1992r•for Structural Glued- Laminated Timber D • C] Proof loaded end joints G.P. Job Name SACRAMENTO, CA Job f' ovation Customers order No. DW-23310oa05-08 57-7473 97 Mtgrs order No ' IGI�ZY�vf X2, Y Mike tr ght Technical Director Sign l lam tte Ind. Company Wa y � aughn , Oregon Address 05o5 08- 97 at IT IS HEREBY. CERTIFIED that the structural glued laminated 'timber production of the above- named. manufacture which carries a.collective mark of American Wood Systems (AWS) is subjeet, to regular audit .by. -by.Wood Systems, such audit consisting•.of•the: inspection•: with reasonable frequehdy:of the manufacturing process; with adequate, sampling to verify the .quality of glulam construdiori and the adequacy df glue bond. . Y - Thomas:�G..Nlill'iamson ' Executive 1%'ice:Festdent AMERICAN WOOD SYSTEMS -A RELATED CORPORATION OF APA - COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D SION 7 County Center Drive - Oroville, California 95965 - Telephone (916)�5354PER ITNp. (Rev.12/96) APPLICATION AND PERMI ASSESSOR PARCEL NUMBER 056-25-0-044 ZONING UILDING PERMIT OWNERARRY LLANE TEEPHONE L 342,3515 SO. FT. OCC. BUILDING VALUATION 3448 R 186192 OWNERS MAILING ADDRESS 11 CAPSHAW COURT, CHIC0 711 U 12,798 CONTRACTOR'S NAME TELEPHONE' 1059 C 13,637 CONTRACTORS MAILING ADDRESS OOttTIT LMA UNITY BANK Fireplace A 1,500 LENDER'S Apq�L{F{CygppRESS l�Illl 11 Total Valuation $ 914-127 ARCHITECT OR ENGINEER TIM CRETE LICENSE NO. C94094 Filing Fee $ 20.00 Permit Fee $ 1,042.0 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 677-10 BUILDING ADDRESS 169RO STAGE ROAD, FOREST RANCH Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1.762.30 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑XDuplex ❑ Mobilehome ❑ Other SPECIFY Each Trap'17 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15-00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ X 4 BEDROOM Describe Work: Gas piping system 1 - 5 outlets 15.00 15 oo Building sewer 15.00 15 00 Mobile Home I S I G I WF_- @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ioon OR LEss 23.0023.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law fpr the following reason: I$' I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLos. SO 3.50FT. NEWCONS9 NON -RES D? MULCTI OCU CET TS @7.50 POWGLE ER APPALETRATUS 8 SIN OUTCIR. Ex. Occup. OUTLET OR FIXTURES BAL @ I .50 Ex. Occup. ouTLEEDrs REESSID.) 5.00 Temporary Service 23.00 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 211.56 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 2 30.00 Cooling 2 40.00 Hood 6.5o 6.50 Ventilation 5 22.50 PERMIT FEE $ 119.00 Policy Number (The above sections need not be completed if the permit is for work of a valuation �of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compe sation laws of Californi and agree that if I should become subject to the wor r compensation pro Is' ns of section 3700 of the Labor Code, t shell it comply thos visions. X -� Date_ _ Xnatur ant - Owner ❑Contractor ❑Agent An OSHA pquired for excavations over 5'0" deep and demolition or construction Srm'is of structur sstories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE 2,358.36 TOTAL FEE $ HA2. D. FEES IMP X FLOOD X CDF X PARCEL X Po X HD X 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 at _ PERMIT EXPIRES ON 7 afe Receipt No. '210147/2-,291.18 2/ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPSCTOY GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTO.F DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CACIFORNIA95965 -TELEPHONE (916) 538-7541 OWNER Proposed Building Use L PERMIT APPLICATION DATA SHEET 5F "I�L A. P. No. Building Inspector G t 6 46 nrs Date Y-7-17 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ....................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation. :................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and anufacturer's installation instructions, 2 sets. ........... C 10. Fees of $ . ................ .......... . ✓✓ 11. Impact fees as shown on attached schedule. . 12. California Department of Forestry plan approva /fees f!Y.� .0 .......... 13. Flood elevation letter (100 year flood) by California ngineer. .................. �. 14. Sanitation and plot plan approval C Q (CO Health Department. ............ 15. City of Chico plumbing permit. ......................................... •>'r 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. 19. Driveway permit (construction approval required prior to occupancy). ���`J T 20. Pre -inspection for ream p on reque p required. .. to Bull ng Inspedor (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... 23. Owner -Builder Verification (Given to owner Mail to owner _)............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . ............. :........................ ... . 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ....................................... 32. Plan check list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone 3'/c -3�'ISand hold for pickup at C 1d t ev office. Deliver with inspector. Other Parcel Creation 7' 7-5 i Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pjtion Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit i sc (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: - CLek 42P,,5Zo - N 74 Contractor, designer, ownerVwas adviseO)of above required data by _ phone _ mail Counter by _ Date Contractor, desig er, owne was advised of above`r�equired data by _phone _mail nter by _Date Plans checked by Date �1,ajp?- Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works E.H. USE ONLY / - Plot Plan Attached t'S Floor Plan Attached 65 't Sent to B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance /4rn brace A,41 Sfa :� e 'ed , i ovz°Y/ .P�,6 250 _ 044 7 , Owner Location AP# Plan Approved for: Sewage Disposal i Water Supply: Public Private Welly Clearance for dwegkq. Other 9 6d,-,,, e Hold final for: 7:csy eyaA yycm G/Jy�:-o/�� fGA�f�i ,Oi✓.x.0.7 Final clearance O.K. for: NOTE: Environ enta ealth Specialist 8/96 3 z7—cz7 Date a 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 LA 2 2 9 LAIV E A.P. # PROPOSED BUILDING USE S E b DATE REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ . -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee .... $ SCHOOL DISTRICT FEES CW(eci (paid at District Office) ': �3. SHERIFF FEES (paid at Building Division) Residential ........ 1 x $360.00'= $ -3 `PlOW Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES_ $425.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) ' 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10 OTHER At time of permit applicatio , I was advis.'ed,the above fees are required to be paid prior to issuance of the building permit. Thesmay be change during the Plan checking process. ti. r APPLICANT Original -Owner Copy-Buildirl Div DATE (Rev. 12/96) OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Tlease complete and'return this, information at' your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until ' this verification is received. 1. I personally plan to provide thee &ajor labor and materials for construction of the proposed property improvement :.YES E2 . NO a . 2. I HAVE C3"" HAVE NOT ❑ signed an application for a building permit for the proposed work. 3. I have contrac d ththe foll wing er n (firm) to provide construction: NAME: c ADDRESS: CITY: CONTRACTOR'S LICENSE NO. V-706 4. I plan to provide portions of this work, but I have hired.the following person to coordinate, supervise, andOvide e m jor word: NAME: =� c .�7P X� ADDRESS: CITY: PHONE: �{� Sa-6 6 CONTRACTOR'S LICENSE NO.4'- *4z 70 6LS 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK 0( 2d a P t V -G 3�f3-�Co -7n.�� SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUMBER: CJ DATE: V 7 —27 NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER I OWNER BUILDER INFORMATION Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of propeity improvements specified. - For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for. the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have•a business license from the city or county. They are also required by law to put their license number on all permits for which they aPPly. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. I rely, Mic el C. Vi ira, C.B' .O. Ma ger, Building Inspection NOTE: This Owner -Builder Inforfnation is required by Section 19830 of the California Health and Safety Code. OVER ,'� _.. .y },zkr `y }'ti r'i ��'='�� n '.�3r h,.,a. 3�y �,Fw:��-• , .. r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION .FORM (One.form per Building) School District . C \� of 0 • Building Department No. A.P. Number � 56 d q V Jurisdiction: � City FT71 County Property Owner CA 2 g LJ L &N - Property Location/Address ST -A G f. 2dA N Subdivision Lot No. Residential Development Sq. Footage No of Living Mobile Home Addition Units Installation Commercial/Industrial Sq. Footage New Addition Building Department 33 12 . (Group R) onciuoing rxienor Roofed Areas) 7- S ,7 Date u-ioor rians revieweo Dy acnooi uisinci rersonneit District Identification No. School District certifies thatp (Applicant) (Street Address) (City) t has complied with the requirements of Resolution No representing 4_73/ square feet. School District Representative Paid by Check # Remarks: -36; (Phone Number) .(State) (Zip Code) 61ff by payment of $ �Q B 2926 S ULL MITIGATION $ Date . Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the Imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm BUTTE COUNTY SCHOOLS IMPA`KCT FEE CERTIFICATION FORM (One form per Builrhngl x?: t School District or Building Department No. A.P. Number (i,5(t/ 2�0 077 Jurisdiction: City 1z i County Property Owner Property Location/Address U290 Subdivision Lot No.. �,u'i.f9't.�D /iQt.l`tA1,d � Residential Development Sq. Footage qty No of Living Mobile Home Addition (Group R) Units Installation Commercial/Industrial s Sq. Footage New Addition (Including Exterior Roofed Areas) Building District Identification No. resentative I reviewed by School District Personnel) _CL4 School District certifies that (Street Address) (City) (State) has complied with the requirements of Resolution No. representing / ✓ (O square feet. School District Representative Paid by Check # -,-� Remarks: Date Of ( pplicant) -35/5 (Phone Number) (Zip Code) by payment of $ J�B 2926 $ ULL MITIGATION..... S ' 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 (2/97)dmm J 97-0145071 Rec Fee 42.00 1 Check 42.00 (� I Recorded I Official Records I County of I And when recorded mail to: Butte I Candace J. Grubbs I Building Division Recorder I A. #7 County Center Dnve 12 : 05pm 22—Apr-97 I PUBL XX 13 Oroville, Ca.- 95965 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, .;and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including; but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date: ' i�� o�� �% 7 PROPE OWNERS: `t State of California ) County o) _ On before me, / personally appeared_-Zersonally known to me (or proved to me u e basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signaturc(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official TRACIE J. HXMICK �. COMM. 9 102 3690 / tat , NOTARY PUBLIC -CALIFORNIA 2 SAN JOAQUIN COUNTY Signator Seal: a .. My Comm. Expires APRIL 17, 1998 A.P.# D S% X26 0— ORDER NO. BU -155301 LP DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• BEGINNING AT THE NORTH AND SOUTH MEDIAN LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.B. & M., DISTANT THEREON 604.7 FEET NORTH FROM THE SOUTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF SAID NORTHEAST QUARTER; THENCE NORTH ALONG SAID MEDIAN LINE 83.1 FEET, MORE OR LESS, TO THE NORTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 32; THENCE EAST ALONG LAST MENTIONED LINE, 490.7 FEET, MORE OR LESS, TO AN IRON PIPE AT THE INTERSECTION OF THE EASTERLY LINE OF THE HIGHWAY KNOWN AS THE HUMBOLDT ROAD AS SAME.EXISTED JULY 1, 1962; THENCE SOUTH 24 DEG. 05' WEST ALONG SAID HIGHWAY LINE 67.6 FEET TO AN IRON PIPE ON THE EASTERLY LINE OF SAID HIGHWAY AND THE SOUTHERLY BOUNDARY OF THE PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY AND WIFE BY DEED DATED OCTOBER 3, 1942, RECORDED IN BOOK 309, PAGE 358, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG THE SOUTHERLY BOUNDARY OF SAID MURRAY PARCEL TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED AS PARCEL 1-B IN THAT CERTAIN INSTRUMENT ENTITLED "FINAL ORDER IN CONDEMNATION" BETWEEN THE PEOPLE OF THE STATE OF CALIFORNIA VS. RICHARD L. HUMPHREYS DATED JULY 10, 1962 AND RECORDED JULY 10, 1962, IN BOOK 1189, PAGE 493, OFFICIAL RECORDS; THENCE SOUTHWESTERLY ALONG EASTERLY LINE OF SAID CONDEMNATION PARCEL, A DISTANCE OF 65 FEET TO THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE AND WIFE, DATED SEPTEMBER 24, 1965 RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS AND THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID POINT OF BEGINNING CONTINUING SOUTHWESTERLY ALONG EASTERLY LINE OF SAID CONDEMNATION PARCEL A DISTANCE OF 310 FEET, MORE OR LESS, TO THE SOUTH LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO RICHARD L. HUMPHREY AND WIFE, DATED MAY 6, 1958 AS PARCEL 1 AND RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE SOUTH 82 DEG. 11' EAST ALONG THE SOUTHERLY LINE OF SAID HUMPHREY PARCEL 1 A DISTANCE OF 345 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID PARCEL 1 AND THE WESTERLY LINE OF PARCEL 2 AS DESCRIBED IN SAID DEED RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE SOUTH 18 DEG. 34' WEST ALONG THE' WESTERLY LINE AFOREMENTIONED PARCEL 2, DISTANCE OF 205 FEET, MORE OR LESS, TO THE SOUTHWEST CORNER OF SAID PARCEL 2 AND THE SOUTHERLY LINE OF THE NORTH HALF OF SAID NORTHEAST QUARTER OF SECTION 32 AND BEING ALSO THE SOUTHERLY LINE OF SAID PARCEL 2; THENCE EAST ALONG THE SOUTHERLY LINE OF SAID PARCEL 2, A DISTANCE OF 685 FEET TO THE SOUTHEAST CORNER OF SAID PARCEL 2 AS DESCRIBED IN DEED RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE NORTH ALONG THE EAST LINE OF SAID PARCEL 2 AND PARALLEL WITH EAST LINE OF SAID SECTION CONTINUED ORDER NO. BU -155301 LP PARCEL I: CONTINUED 32, A DISTANCE OF 254 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE AND WIFE IN SAID DEED RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE WEST AND PARALLEL WITH THE NORTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 32 TO A POINT THAT BEARS SOUTH 31 DEG. 01' WEST, A DISTANCE OF 65 FEET FROM THE MOST SOUTHERLY CORNER OF THE PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY AND WIFE BY DEED DATED OCTOBER 3, 1942, RECORDED IN BOOK 309, PAGE 358, OFFICIAL RECORDS; THENCE NORTH 58 DEG. 59' WEST AND PARALLEL WITH THE SOUTHERLY LINE OF SAID MURRAY PARCEL TO A POINT ON THE EASTERLY LINE OF THE ABOVE MENTIONED CONDEMNATION PARCEL I -B AND THE TRUE POINT OF BEGINNING. EXCEPTING THEREFROM ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTH AND SOUTH MEDIAN LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.B. & M., DISTANT THEREON, 604.7 FEET NORTH FROM THE SOUTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF SAID NORTHEAST QUARTER; THENCE NORTH ALONG SAID MEDIAN LINE, 83.1 FEET, MORE OR LESS, TO THE NORTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 32; THENCE EAST ALONG LAST MENTIONED LINE, 490.7 FEET, MORE OR LESS, TO AN IRON PIPE AT THE INTERSECTION OF THE EASTERLY LINE OF THE HIGHWAY KNOWN AS THE HUMBOLDT ROAD, AS SAME EXISTED JULY 1, 1962; THENCE SOUTH 24 DEG. 05' WEST ALONG SAID HIGHWAY LINE, 67.6 FEET TO AN IRON PIPE ON THE EASTERLY LINE OF. SAID HIGHWAY AND THE SOUTHERLY BOUNDARY OF THE PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY AND WIFE, BY DEED DATED OCTOBER 3, 1942 AND RECORDED IN BOOK 309, PAGE 358, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG THE SOUTHERLY BOUNDARY OF SAID MURRAY PARCEL TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED AS PARCEL 1-B IN THAT CERTAIN INSTRUMENT ENTITLED, "FINAL ORDER IN CONDEMNATION", BETWEEN THE PEOPLE OF THE STATE OF CALIFORNIA VS. RICHARD L. HUMPHREYS, DATED JULY 10, 1962 AND RECORDED JULY 10, 1962, IN BOOK 1189, PAGE 493, OFFICIAL RECORDS AND THE TRUE POINT OF BEGINNING;.THENCE FROM SAID POINT OF BEGINNING, SOUTHWESTERLY ALONG THE EASTERLY LINE OF SAID CONDEMNATION PARCEL, A DISTANCE OF 65 FEET TO THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE AND WIFE, DATED SEPTEMBER 24 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59''EAST ALONG SAID POLKINGHORNE PARCEL AND PARALLEL WITH THE SOUTHERLY LINE OF SAID MURRAY PARCEL, A DISTANCE OF 305 FEET TO A POINT THAT BEARS NORTH 18 DEG. 34' EAST FROM THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO RICHARD L. HUMPHREY, ET UX, DATED MAY 6, 1958 AS PARCEL ONE, AND RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE SOUTH 18 DEG. 34' WEST, 180.0 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID PARCEL ONE AND THE WESTERLY LINE OF CONTINUED ORDER NO. BU -155301 LP PARCEL I: CONTINUED PARCEL TWO, AS DESCRIBED IN SAID DEED RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE EASTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE, ET UX, DATED JANUARY 26, 1966 AND RECORDED FEBRUARY 4, 1966, IN BOOK 1412, PAGE 497, OFFICIAL RECORDS, A DISTANCE OF 430 FEET, MORE OR LESS, TO A POINT WHICH IS 200 FEET WESTERLY OF AND PERPENDICULARLY DISTANT TO THE EASTERLY LINE OF SAID POLKINGHORNE PARCEL; THENCE NORTHERLY AND PARALLEL TO THE EASTERLY LINE OF SAID PARCEL AND THE NORTHERLY EXTENSION THEREOF, A DISTANCE OF 395 FEET, MORE OR LESS, TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF THE EXISTING COUNTY ROAD (OLD ROUTE 47), SAID POINT BEING 200 FEET WESTERLY AND AT RIGHT ANGLES TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE, ET UX, DATED SEPTEMBER 24, 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID COUNTY ROAD TO THE WESTERLY LINE OF SAID POLKINGHORNE PARCEL; THENCE SOUTH 31 DEG. 01' WEST ALONG THE WESTERLY LINE OF SAID PARCEL, A DISTANCE OF 325.0 FEET TO THE MOST SOUTHERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY, ET UX, DATED SEPTEMBER 21, 1944 AND RECORDED IN BOOK 338, PAGE 415, OFFICIAL RECORDS; THENCE NORTH 58 DEG. 59' WEST ALONG THE SOUTHERLY LINE OF SAID MURRAY PARCEL, A DISTANCE OF 475 FEET, MORE OR LESS, TO THE EASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 47 AND THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTH AND SOUTH MEDIAN LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.B. & M., DISTANT THEREON, 604.7 FEET NORTH FROM THE SOUTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF SAID NORTHEAST QUARTER; THENCE NORTH ALONG SAID MEDIAN LINE, 83.1 FEET, MORE OR LESS, TO THE NORTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 32; THENCE EAST ALONG LAST MENTIONED LINE, 490.7 FEET, MORE OR LESS, TO AN IRON PIPE AT THE INTERSECTION OF THE EASTERLY LINE OF THE HIGHWAY KNOWN AS THE HUMBOLDT ROAD, AS SAME EXISTED JULY 1, 1962; THENCE SOUTH 24 DEG. 05' WEST ALONG SAID HIGHWAY LINE, 67.7 FEET TO AN IRON PIPE ON THE EASTERLY LINE OF SAID HIGHWAY AND THE SOUTHERLY BOUNDARY OF THE PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY AND WIFE, BY DEED DATED OCTOBER 3, 1942 AND RECORDED IN BOOK 309, PAGE 358, OFFICIAL- RECORDS; FFICIALRECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG THE SOUTHERLY BOUNDARY OF SAID MURRAY PARCEL TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED AS PARCEL 1-B IN THAT CERTAIN INSTRUMENT ENTITLED, "FINAL ORDER IN CONDEMNATION", BETWEEN "THE PEOPLE OF THE STATE OF CALIFORNIA VS. RICHARD L. HUMPHREYS", DATED JULY 10, 1962 AND RECORDED JULY 10, 1962, IN BOOK 1189, PAGE 493, OFFICIAL RECORDS; THENCE SOUTHWESTERLY ALONG THE EASTERLY LINE OF SAID CONDEMNATION PARCEL, A DISTANCE OF 65 FEET TO THE MOST WESTERLY CONTINUED ORDER NO. BU -155301 LP PARCEL I: CONTINUED CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE AND WIFE, DATED SEPTEMBER 24, 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG SAID POLKINGHORNE PARCEL AND PARALLEL WITH THE SOUTHERLY LINE OF SAID MURRAY PARCEL, A DISTANCE OF 305 FEET TO A POINT THAT BEARS NORTH 18 DEG. 34' EAST FROM THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO RICHARD L. HUMPHREYS, ET UX, DATED MAY 6, 1958 AS PARCEL ONE, AND RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE SOUTH 18 DEG. 34' WEST, 180.0 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID PARCEL ONE AND THE WESTERLY LINE OF PARCEL TWO, AS DESCRIBED IN SAID DEED RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS, AND THE TRUE POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING EASTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE, ET UX, DATED JANUARY 26, 1966 AND RECORDED FEBRUARY 4, 1966, IN BOOK 1412, PAGE 497, OFFICIAL RECORDS, A DISTANCE OF 430 FEET, MORE.OR LESS, TO A POINT WHICH IS 200 FEET WESTERLY OF AND PERPENDICULARLY DISTANT TO THE EASTERLY LINE OF SAID POLKINGHORNE PARCEL A DISTANCE OF 30 FEET; THENCE WESTERLY AND PARALLEL 30 FEET FROM THE SOUTHERLY LINE OF SAID POLKINGHORNE PARCEL A DISTANCE OF 435 FEET, MORE OR LESS, TO A POINT THAT BEARS SOUTH 18 DEG. 34' WEST FROM THE POINT OF BEGINNING; THENCE NORTH 18 DEG. 34' WEST TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTH AND SOUTH MEDIAN LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.B. & M., DISTANT THEREON, 604.7 FEET NORTH FROM THE SOUTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE SAID NORTHEAST QUARTER; THENCE NORTH ALONG SAID MEDIAN LINE, 83.1 FEET, MORE OR LESS, TO THE NORTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 32; THENCE EAST ALONG LAST MENTIONED LINE, 490.7 FEET, MORE OR LESS, TO AN IRON PIPE AT THE INTERSECTION OF THE EASTERLY LINE OF THE HIGHWAY KNOWN AS THE HUMBOLDT ROAD, AS SAME EXISTED JULY 1, 1962; THENCE SOUTH 24 DEG. 05' WEST ALONG SAID HIGHWAY LINE, 67.6 FEET TO AN IRON PIPE ON THE EASTERLY LINE OF SAID HIGHWAY AND THE SOUTHERLY BOUNDARY OF THE PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY AND WIFE, BY DEED DATED OCTOBER 3, 1942 AND RECORDED IN BOOK 309, PAGE 358, OFFICIAL RECORDS THENCE SOUTH 58 DEG. 59' EAST ALONG THE SOUTHERLY BOUNDARY OF SAID MURRAY PARCEL TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED AS PARCEL 1-B IN THAT CERTAIN INSTRUMENT ENTITLED, "FINAL ORDER IN CONDEMNATION", BETWEEN THE PEOPLE OF THE STATE OF CALIFORNIA VS. RICHARD L. HUMPHREYS, DATED JULY 10, 1962 AND RECORDED JULY 10, 1962, IN BOOK 1189, PAGE 493, OFFICIAL RECORDS; THENCE SOUTHWESTERLY ALONG THE EASTERLY LINE OF SAID CONDEMNATION PARCEL, A DISTANCE OF 65 FEET TO THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. CONTINUED ORDER NO. BU -155301 LP PARCEL I: CONTINUED POLKINGHORNE AND WIFE, DATED SEPTEMBER 24, 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG SAID POLKINGHORNE PARCEL AND PARALLEL WITH THE SOUTHERLY LINE OF SAID MURRAY PARCEL, A DISTANCE OF 305 FEET TO A POINT THAT BEARS NORTH 18 DEG. 34' EAST FROM THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO RICHARD L. HUMPHREYS, ET UX, DATED MAY 6, 1958 AS PARCEL ONE, AND RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE SOUTH 18 DEG. 34' WEST, 180.0 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID PARCEL ONE AND THE WESTERLY LINE OF PARCEL TWO, AS DESCRIBED IN SAID DEED RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE EASTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE, ET UX, DATED JANUARY 26, 1966 AND RECORDED FEBRUARY 4, 1966, IN BOOK 1412, PAGE 497, OFFICIAL RECORDS, A DISTANCE OF 430 FEET, MORE OR LESS, TO A POINT WHICH IS 200.FEET WESTERLY OF AND PERPENDICULARLY DISTANT TO THE EASTERLY LINE OF SAID POLKINGHORNE PARCEL, SAID POINT BEING ALSO THE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID POINT OF BEGINNING, NORTHERLY AND PARALLEL TO THE EASTERLY LINE OF SAID PARCEL AND THE NORTHERLY EXTENSION THEREOF, A DISTANCE OF 430 FEET, MORE OR LESS, TO A POINT OF INTERSECTION WITH THE NORTHWESTERLY LINE OF SAID POLKINGHORNE PARCEL, SAID POINT BEING 200 FEET WESTERLY AND AT RIGHT ANGLES TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE, ET UX, DATED SEPTEMBER 24, 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE NORTH 31 DEG. 01' EAST ALONG THE NORTHWESTERLY LINE OF SAID POLKINGHORNE PARCEL, A DISTANCE OF 100 FEET, MORE OR LESS, TO THE NORTHWESTERLY CORNER OF SAID POLKINGHORNE PARCEL; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID PARCEL, A DISTANCE OF 170 FEET TO A POINT PERPENDICULARLY DISTANT 660 FEET WEST FROM THE EAST LINE OF SAID SECTION 32; THENCE SOUTH AND PARALLEL WITH THE EAST LINE OF SAID SECTION 32, A DISTANCE OF 660 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID POLKINGHORNE PARCEL DESCRIBED IN THE DEED RECORDED IN BOOK 1412, PAGE 497, OFFICIAL RECORDS; THENCE WEST ALONG THE SOUTH LINE OF SAID POLKINGHORNE PARCEL, A DISTANCE OF 200 FEET; THENCE NORTH AND PARALLEL WITH THE EAST LINE OF SAID POLKINGHORNE PARCEL TO THE POINT OF BEGINNING. ALSO EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTH AND SOUTH MEDIAN LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.B. & M., DISTANT THEREON 604.7 FEET NORTH FROM THE SOUTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF SAID NORTHEAST QUARTER; THENCE NORTH ALONG SAID MEDIAN LINE, 83.1 FEET, MORE OR LESS, TO THE NORTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 32; THENCE EAST ALONG LAST MENTIONED LINE, 490.7 FEET, MORE OR LESS, TO AN IRON PIPE AT THE CONTINUED ORDER NO. BU -155301 LP PARCEL I: CONTINUED INTERSECTION OF THE EASTERLY LINE OF THE HIGHWAY KNOWN AS THE HUMBOLDT ROAD, AS SAME EXISTED JULY 1, 1962; THENCE SOUTH 24 DEG. 05' WEST ALONG SAID HIGHWAY LINE, 67.6 FEET TO AN IRON PIPE ON THE EASTERLY LINE OF SAID HIGHWAY AND THE SOUTHERLY BOUNDARY OF THE PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY AND WIFE, BY DEED DATED OCTOBER 3, 1942 AND RECORDED IN BOOK 309, PAGE 358, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG THE SOUTHERLY BOUNDARY OF SAID MURRAY PARCEL TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED AS PARCEL 1-B IN THAT CERTAIN INSTRUMENT ENTITLED, "FINAL ORDER IN CONDEMNATION", BETWEEN THE PEOPLE OF THE STATE OF CALIFORNIA VS. RICHARD L. HUMPHREYS, DATED JULY 10, 1962 AND RECORDED JULY 10, 1962, IN BOOK 1189, PAGE 493, OFFICIAL RECORDS; THENCE SOUTHWESTERLY ALONG THE EASTERLY LINE OF SAID CONDEMNATION PARCEL, A DISTANCE OF 65 FEET TO THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE AND WIFE, DATED SEPTEMBER 24, 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS AND THE TRUE POINT OF BEGINNING FOR THE PARCEL OF LAND HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING, CONTINUING SOUTHWESTERLY ALONG THE EASTERLY LINE OF SAID CONDEMNATION PARCEL, A DISTANCE OF 310 FEET, MORE OR LESS, TO THE SOUTH LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO RICHARD L. HUMPHREYS AND WIFE,. DATED MAY 6, 1958 AS PARCEL 1 AND RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE SOUTH 82 DEG. 11' EAST ALONG THE SOUTHERLY LINE OF SAID HUMPHREYS PARCEL 1, A DISTANCE OF 345 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID PARCEL 1, AND THE WESTERLY LINE OF PARCEL 2, AS DESCRIBED IN SAID DEED RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS;. THENCE NORTH 18 DEG. 34' EAST, A DISTANCE OF 180 FEET, MORE OR LESS, TO A POINT ON THE NORTHERLY LINE OF SAID POLKINGHORNE PARCEL THAT BEARS SOUTH 58 DEG. 59' EAST, A DISTANCE OF 308 FEET, MORE OR LESS, FROM THE TRUE POINT OF BEGINNING; THENCE NORTH 58 DEG. 59' WEST ALONG SAID NORTHERLY LINE, A DISTANCE OF 308 FEET, MORE OR LESS, TO THE TRUE POINT OF BEGINNING. PARCEL II: AN EASEMENT FOR ROAD WAY PURPOSES OVER THE FOLLOWING DESCRIBED PARCEL OF LAND: BEGINNING AT A POINT FROM WHICH THE NORTHEAST CORNER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.B. & M., BEARS NORTH 63 DEG. - 45' 20" EAST, 1388.11 FEET, SAID POINT IS ALSO DISTANT 140.00 -FE-ET SOUTHEASTERLY MEASURED AT RIGHT ANGLES FROM THE BASE LINE OF ENGINEER'S STATION "Cl" 1+20.00 OF THE DEPARTMENT OF PUBLIC WORKS' 1955 SURVEY FROM FOREST RANCH TO LOOKOUT, ROAD III -BUT -47 B.C. (THE CALIFORNIA STATE ZONE II COORDINATES FOR SAID POINT OF BEGINNING ARE X=2,095,855.97 AND Y=813,897.38); THENCE FROM SAID POINT OF BEGINNING SOUTH 31 DEG. 07' 36" WEST 20.00 FEET; THENCE SOUTH 45 CONTINUED ORDER NO. BU -155301 LP PARCEL II: CONTINUED DEG. 09' 49" WEST 103.8 FEET; THENCE SOUTH 31 DEG. 07' 36" WEST 22.44 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 3885.00 FEET THROUGH AN ANGLE OF 02 DEG. 06' 49" AN ARC LENGTH OF 143.32 FEET (THE CHORD OF WHICH CURVE BEARS SOUTH 30 DEG. 04' 12" WEST 143.31 FEET) TO A POINT ON THE SOUTHERLY LINE OF SAID PARCEL; THENCE ALONG SAID SOUTHERLY LINE NORTH 60 DEG. 59' 13" WEST 35.00 FEET TO A POINT THAT IS DISTANT 80.00 FEET SOUTHEASTERLY MEASURED RADIALLY FROM SAID BASE LINE AND ENGINEER'S STATION "B" 938+30.00; THENCE FROM A TANGENT THAT BEARS NORTH 29 DEG. 00' 46" EAST ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 39.20 FEET, THROUGH AN ANGLE OF 02 DEG. 06' 49" AN ARC DISTANCE OF 144.61 FEET; THENCE NORTH 31 DEG. 07' 36 EAST 142.44 FEET; THENCE SOUTH 58 DEG. 52' 24" EAST 60.00 FEET TO THE POINT OF BEGINNING. PARCEL III: AN EASEMENT FOR ROAD AND UTILITY PURPOSES OVER THE EASTERLY 30 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE NORTH AND SOUTH MEDIAN LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.B. & M., DISTANT THEREON, 604.7 FEET NORTH FROM THE SOUTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF SAID NORTHEAST QUARTER; THENCE NORTH -ALONG -SAID MEDIAN LINE, 83.1 FEET, MORE OR LESS, TO THE NORTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SAID SECTION 32; THENCE EAST ALONG LAST MENTIONED LINE, 490.7 FEET, MORE OR LESS, TO AN IRON PIPE AT THE INTERSECTION OF .THE EASTERLY LINE OF THE HIGHWAY KNOWN AS THE HUMBOLDT ROAD, AS SAME EXISTED JULY 1, 1962; THENCE SOUTH 24 DEG. 05' WEST ALONG SAID HIGHWAY LINE, 67.6 FEET TO AN IRON PIPE ON THE EASTERLY LINE OF SAID HIGHWAY AND THE SOUTHERLY BOUNDARY OF THE PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY AND WIFE, BY DEED DATED OCTOBER 3, 1942 AND RECORDED IN BOOK 309, PAGE 358, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG THE SOUTHERLY BOUNDARY OF SAID MURRAY PARCEL TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED AS PARCEL 1-B IN THAT CERTAIN INSTRUMENT ENTITLED, "FINAL ORDER IN CONDEMNATION", BETWEEN THE PEOPLE OF THE STATE OF CALIFORNIA VS. RICHARD L. HUMPHREYS, DATED JULY 10, 1962 AND RECORDED JULY 10, 1962, IN BOOK 1189, PAGE 493, OFFICIAL RECORDS AND THE TRUE POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING, SOUTHWESTERLY ALONG THE EASTERLY LINE OF SAID CONDEMNATION PARCEL, A DISTANCE OF 65 FEET TO THE MOST WESTERLY- CORNER ESTERLYCORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE AND WIFE, DATED SEPTEMBER 24, 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG SAID POLKINGHORNE PARCEL AND PARALLEL WITH THE SOUTHERLY LINE OF SAID MURRAY PARCEL, A DISTANCE OF 305 FEET TO A POINT THAT BEARS NORTH 18 DEG. 34' EAST FROM THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO RICHARD L. HUMPHREY, ET UX, CONTINUED ORDER NO. BU -155301 LP PARCEL III: CONTINUED DATED MAY 6, 1958 AS PARCEL ONE, AND RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE SOUTH 18 DEG. 34' WEST, 180.0 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID PARCEL ONE AND THE WESTERLY LINE OF PARCEL TWO, AS DESCRIBED IN SAID DEED RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE EASTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE, ET UX, DATED JANUARY 26, 1966 AND RECORDED FEBRUARY 4, 1966, IN BOOK 1412, PAGE 497, OFFICIAL RECORDS, A DISTANCE OF 430 FEET, MORE OR LESS, TO A POINT WHICH IS 200 FEET WESTERLY OF AND PERPENDICULARLY DISTANT TO THE EASTERLY LINE OF SAID POLKINGHORNE PARCEL; THENCE NORTHERLY AND PARALLEL TO THE EASTERLY LINE OF SAID PARCEL AND THE NORTHERLY EXTENSION THEREOF, A DISTANCE OF 395 FEET, MORE OR LESS, TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF THE EXISTING COUNTY ROAD (OLD ROUTE 47), SAID POINT BEING 200 FEET WESTERLY AND AT RIGHT ANGLES TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE, ET UX, DATED SEPTEMBER 24, 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID COUNTY ROAD TO THE WESTERLY LINE OF SAID POLKINGHORNE PARCEL; THENCE SOUTH 31 DEG. 01' WEST ALONG THE WESTERLY LINE OF SAID PARCEL, A DISTANCE OF 325.0 FEET TO THE MOST SOUTHERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY, ET UX, DATED SEPTEMBER 21, 1944 AND RECORDED IN BOOK 338, PAGE 415, OFFICIAL RECORDS; THENCE NORTH 58 DEG. 59' WEST ALONG THE SOUTHERLY LINE OF SAID MURRAY PARCEL, A DISTANCE OF 475 FEET, MORE OR LESS, TO THE EASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 47 AND THE POINT OF BEGINNING. PARCEL IV• RIGHT OF WAY FOR ROAD AND UTILITY PURPOSES OVER THE EASTERLY 30 FEET OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE NORTH AND SOUTH MEDIAN LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.B. & M., DISTANT THEREON 604.7 FEET NORTH FROM THE SOUTH LINE OF THE SOUTH NORTHEAST QUARTER; THENCE NORTH MORE OR LESS, TO THE NORTH LINE OF THE NORTHEAST QUARTER OF SAII MENTIONED LINE, 490.7 FEET, MOI INTERSECTION OF THE EASTERLY HUMBOLDT ROAD, AS SAME EXISTED 05' WEST ALONG SAID HIGHWAY LIN EASTERLY LINE OF SAID HIGHWAY PARCEL OF LAND CONVEYED TO LAU DATED OCTOBER 3, 1942 AND RECOR RECORDS; THENCE SOUTH 58 DEG. 55 OF SAID MURRAY PARCEL TO THE EA; HALF OF THE NORTH HALF OF SAID ALONG SAID MEDIAN LINE, 83.1 FEET, OF THE SOUTH HALF OF THE NORTH HALF i SECTION 32; THENCE EAST ALONG LAST tE OR LESS, TO AN IRON PIPE AT THE LINE OF THE HIGHWAY KNOWN AS -THE JULY 1, 1962; THENCE SOUTH 24 DEG. E, 67.8 FEET TO AN IRON PIPE ON THE AND THE SOUTHERLY BOUNDARY OF THE RENCE A. MURRAY AND WIFE, BY DEED DED IN BOOK 309, PAGE 358, OFFICIAL ' EAST ALONG THE SOUTHERLY BOUNDARY 3TERLY LINE OF THAT CERTAIN PARCEL CONTINUED ORDER NO. BU -155301 LP PARCEL IV: CONTINUED OF LAND DESCRIBED- AS PARCEL 1-B IN THAT CERTAIN INSTRUMENT ENTITLED, "FINAL ORDER IN CONDEMNATION", BETWEEN THE PEOPLE OF THE STATE OF CALIFORNIA VS. RICHARD L. HUMPHREYS, DATED JULY 10, 1962 AND RECORDED JULY 10, 1962, IN BOOK 1189, PAGE 493, OFFICIAL RECORDS; THENCE SOUTHWESTERLY ALONG THE EASTERLY LINE OF SAID CONDEMNATION PARCEL, A DISTANCE OF 65 FEET TO THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE AND WIFE, DATED SEPTEMBER 24, 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG SAID POLKINGHORNE PARCEL AND PARALLEL WITH THE SOUTHERLY LINE OF SAID MURRAY PARCEL, A DISTANCE OF 305 FEET TO A POINT THAT BEARS NORTH 18 DEG. 34' EAST FROM THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO RICHARD L. HUMPHREYS, ET UX, DATED MAY 6, 1958 AS PARCEL ONE AND RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE SOUTH 18 DEG. 34' WEST 180.0 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID PARCEL ONE AND THE WESTERLY LINE OF PARCEL TWO, AS DESCRIBED IN SAID DEED RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS, AND THE TRUE POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING, EASTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF THAT CERTAIN PARCEL OF AND CONVEYED TO JACK L. POLKINGHORNE, ET UX, DATED JANUARY 26, 1966 AND RECORDED FEBRUARY 4, 1966, IN BOOK 1412, PAGE 497, OFFICIAL RECORDS, A DISTANCE OF 430 FEET, MORE OR LESS, TO A POINT WHICH IS 200 FEET WESTERLY OF AND PERPENDICULARLY DISTANT TO THE EASTERLY LINE OF SAID POLKINGHORNE PARCEL; THENCE SOUTHERLY TO AND PARALLEL TO THE EASTERLY LINE OF SAID PARCEL, A DISTANCE OF 30 FEET; THENCE WESTERLY AND PARALLEL 30 FEET FROM THE SOUTHERLY LINE OF SAID POLKINGHORNE PARCEL A DISTANCE OF 435 FEET, MORE OR LESS, TO A POINT THAT BEARS SOUTH 18 DEG. 34' WEST FROM THE POINT OF BEGINNING; THENCE NORTH 18 DEG. 34' WEST TO THE POINT OF BEGINNING. PARCEL V• AN EASEMENT 30 FEET IN WIDTH LYING EASTERLY OF AND ADJACENT TO THE EASTERLY LINE OF THE FOLLOWING DESCRIBED PARCEL: BEGINNING AT THE NORTH AND SOUTH MEDIAN LINE OF THE NORTHWEST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.B. & M., DISTANT THEREON, 604.7 FEET NORTH FROM THE SOUTH LINE OF THE SOUTH HALF OF THE NORTH HALF OF SAID NORTHEAST QUARTER; THENCE NORTH ALONG SAID MEDIAN LINE, 83.1 FEET, MORE OR LESS, TO THE NORTH LINE OF THE SOUTH HALF OF THE NORTH -ii- LF OF THE NORTHEAST QUARTER OF SAID SECTION 32; THENCE EAST ALONG LAST MENTION LINE, 490.7 FEET, MORE OR LESS, TO AN IRON PIPE AT THE INTERSECTION OF THE EASTERLY LINE OF THE HIGHWAY KNOWN AS THE HUMBOLDT ROAD, AS SAME EXISTED JULY 1, 1962; THENCE SOUTH 24 DEG. 05' WEST ALONG SAID HIGHWAY LINE, 67.6 FEET TO AN IRON PIPE ON THE EASTERLY LINE OF SAID HIGHWAY AND THE SOUTHERLY BOUNDARY OF THE PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY AND WIFE, BY DEED CONTINUED ORDER NO. BU -155301 LP PARCEL V• CONTINUED DATED OCTOBER 3, 1942 AND RECORDED IN BOOK 309, PAGE 358, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG THE SOUTHERLY BOUNDARY OF SAID MURRAY PARCEL TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND DESCRIBED AS PARCEL 1-B IN THAT CERTAIN INSTRUMENT ENTITLED, "FINAL ORDER IN CONDEMNATION", BETWEEN THE PEOPLE OF THE STATE OF CALIFORNIA VS. RICHARD L. HUMPHREYS, DATED JULY 10, 1962 AND RECORDED JULY 10, 1962, IN BOOK 1189, PAGE 493, OFFICIAL RECORDS AND THE TRUE POINT OF BEGINNING; THENCE FROM SAID POINT OF BEGINNING SOUTHWESTERLY ALONG THE EASTERLY LINE OF SAID CONDEMNATION PARCEL, A DISTANCE OF 65 FEET TO THE MOST WESTERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE AND WIFE, DATED SEPTEMBER 24, 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE SOUTH 58 DEG. 59' EAST ALONG SAID POLKINGHORNE PARCEL AND PARALLEL WITH THE SOUTHERLY LINE OF SAID MURRAY PARCEL, A DISTANCE OF 305 FEET TO A POINT THAT BEARS NORTH 18 DEG. 34' EAST FROM THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO RICHARD L. HUMPHREYS, ET UX, DATED MAY 6, 1958 AS PARCEL ONE, AND RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE SOUTH 18 DEG. 34' WEST, 180.0 FEET, MORE OR LESS, TO THE SOUTHEAST CORNER OF SAID PARCEL ONE AND THE WESTERLY LINE OF PARCEL TWO, AS DESCRIBED IN SAID DEED RECORDED IN BOOK 941, PAGE 476, OFFICIAL RECORDS; THENCE EASTERLY AND PARALLEL WITH THE SOUTHERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE, ET UX, DATED JANUARY 26, 1966 AND RECORDED FEBRUARY 4, 1966, IN BOOK 1412, PAGE 497, OFFICIAL RECORDS, A DISTANCE OF 430 FEET, MORE OR LESS, TO A POINT WHICH IS 200 FEET WESTERLY OF AND PERPENDICULARLY DISTANT TO THE EASTERLY LINE OF SAID POLKINGHORNE PARCEL; THENCE NORTHERLY AND PARALLEL TO THE EASTERLY LINE OF SAID PARCEL AND THE NORTHERLY EXTENSION THEREOF, A DISTANCE OF 395 FEET, MORE OR LESS, TO A POINT ON THE SOUTHERLY RIGHT OF WAY LINE OF THE EXISTING COUNTY ROAD (OLD ROUTE 47), SAID POINT BEING 200 FEET WESTERLY AND AT RIGHT ANGLES TO THE EASTERLY LINE OF THAT CERTAIN PARCEL OF LAND CONVEYED TO JACK L. POLKINGHORNE, ET UX, DATED SEPTEMBER 24, 1965 AND RECORDED IN BOOK 1392, PAGE 321, OFFICIAL RECORDS; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID COUNTY ROAD TO THE WESTERLY LINE OF SAID POLKINGHORNE PARCEL; THENCE SOUTH 31 DEG. 01' WEST ALONG THE WESTERLY LINE OF SAID PARCEL, A DISTANCE OF 325.0 FEET TO THE MOST SOUTHERLY CORNER OF THAT CERTAIN PARCEL OF LAND CONVEYED TO LAURENCE A. MURRAY, ET UX, DATED SEPTEMBER 21, 1944 AND RECORDED IN BOOK 338, PAGE 415, OFFICIAL RECORDS; THENCE NORTH 58 DEG. 59' WEST- ALONG THE SOUTHERLY LINE OF SAID MURRAY PARCEL, A DISTANCE OF --475 FEET, MORE OR LESS, TO THE EASTERLY RIGHT OF WAY LINE OF STATE HIGHWAY 47 AND THE POINT OF BEGINNING. CONTINUED ORDER NO. BU -155301 LP PARCEL VI: EASEMENTS FOR THE CONSTRUCTION, USE AND MAINTENANCE OF A WATER WELL AND WATER SERVICE LINE AND ANY AND ALL APPURTENANCES APPERTAINING THERETO OVER A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.B. & M., AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL A: A STRIP OF LAND 10.00 FEET IN WIDTH LYING 5.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 32; THENCE ALONG THE SOUTH LINE THEREOF NORTH 89 DEG. 47' 10" WEST, 860.26 FEET TO THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN THE GRANT DEED FROM JACK L. POLKINGHORNE, ET AL, TO JOHN ZAKRZEWSKI AND BETHLI ZAKRZEWSKI, HUSBAND AND WIFE, AS JOINT TENANTS RECORDED AUGUST 21, 1986, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 86-27592; THENCE ALONG THE EAST LINE OF SAID PARCEL NORTH 01 DEG. 11' 42" WEST, 130.37 FEET TO THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN THE GRANT DEED FROM ROBERT D. WENGER, ET AL, TO JOHN ZAKRZEWSKI AND BETHLI B. ZAKRZEWSKI RECORDED MAY 30, 1975, IN BOOK 1990, PAGE 178, OFFICIAL RECORDS; THENCE ALONG THE SOUTH LINE OF SAID WENGER TO ZAKRZEWSKI PARCEL, NORTH 89 DEG. 47' 10" WEST, 290.57 FEET TO THE TRUE POINT OF BEGINNING FOR THE CENTERLINE HEREIN DESCRIBED THEREFOR SAID TRUE POINT OF BEGINNING NORTH 140.41 FEET TO A POINT FOR CONVENIENCE HEREIN LABELED POINT "A". PARCEL B: A STRIP OF LAND 25.00 FEET IN OF THE FOLLOWING DESCRIBED DESCRIBED IN PARCEL A, HEREIN PARCEL VII• WIDTH LYING 12.50 FEET ON EACH SIDE CENTERLINE BEGINNING AT POINT "A" THENCE NORTH 25.00 FEET. A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER A PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 32, TOWNSHIP 24 NORTH, RANGE 3 EAST, M.D.M.,. AND MORE PARTICULARLY DESCRIBED AS FOLLOWS: A STRIP OF LAND 60.00 FEET IN WIDTH LYING WESTERLY FROM AND COINCIDENT TO THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHEAST CORNER OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 32; THENCE ALONG THE SOUTH LINE THEREOF NORTH 89 DEG. 47' 10" WEST, 860.26 FEET TO THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN THE GRANT DEED FROM JACK L. POLKINGHORNE, ET AL, TO JOHN ZAKRZEWSKI AND BETHLI CONTINUED ORDER NO. BU -155301 LP PARCEL VII: CONTINUED ZAKRZEWSKI, HUSBAND AND WIFE, AS JOINT TENANTS RECORDED AUGUST 21, 1986, UNDER BUTTE COUNTY RECORDER'S SERIAL NUMBER 86-27592; THENCE ALONG THE EAST LINE OF SAID PARCEL NORTH 01 DEG. 11' 42" WEST, 130.37 FEET TO THE SOUTHEAST CORNER OF THAT CERTAIN PARCEL OF LAND DESCRIBED IN THE GRANT DEED FROM ROBERT D. WENGER, ET AL, TO JOHN ZAKRZEWSKI AND BETHLI B. ZAKRZEWSKI RECORDED MAY 30, 1975, IN BOOK 1990 OF OFFICIAL RECORDS OF BUTTE COUNTY, CALIFORNIA AT PAGE 178 AND THE TRUE POINT OF BEGINNING FOR THE LINE HEREIN DESCRIBED; THENCE FROM SAID TRUE POINT OF BEGINNING AND ALONG THE EAST LINE OF SAID WENGER TO ZAKRZEWSKI PARCEL NORTH 01 DEG. 11' 42" WEST, 95.00 FEET. 11 cc: Tim Crete I Sincerely, MARTHA WHITNEY PLAN CHECKER 11 I _..,,... LAND OF NATURAL WEALTH AND B E A U T __- BUILDING DIVISION = - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 • TELEPHONE: 1916) 538.7541 FAX: 19161 538.2140 April 23, 1997 Larry Lane 11 Ca.pshawCourt '^ Chico. CA 95926 Re: :.97-0664 A.P.# - .056-25-0-044 - -With reference to the above.subject,, attached is: 14 Plan Check List. .-Red Marked Calculations [ J: Red Marked Plans [ 1_ Other .. 'Action Required: [ ] Comply With Plan Check List [ ], Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at'the address or phone number listed above. cc: Tim Crete I Sincerely, MARTHA WHITNEY PLAN CHECKER 11 PERMIT APPLICAn LARRY T A NF ASSESSOR PARCEL. NO. 056-25-0-044 PERMIT NO..:_, Q664 DATE APRIL 23, 1997 The above referenced building Plans were reviewed by this -office. Provide additional information and/or make revisions to Plans, specifications and calculations as follows:._ �! GARAGE FIREWALL REQUIRED BETWEEN RESIDENTIAL AND GARAGE/SHOP AREA. PLAN / HAS BEEN NOTATED FOR CORRECT LOCATION. SRA (FIRE PLAN CHECK) REQUIRES- 30 FOOT SIDE AND REAR 'YARD SETBACKS. CONTACT CAPTAIN TED CRAWFORD 'AT 916-538-7994 FOR INFORMATION REGARDING REQUIREMENTS. HOUSE ORIENTATION MAY CHANGE BECAUSE OF REQUIREMENTS OF ITEM NUMBER; 2. ENERGY.WILL BE COMPLETED AT TIME DECISION IS MADE-. PLEASE CONTACT -.-ME. -SQUARE FOOTAGE HAS BEEN CALCULATED USING 'DIMENSIONS NOTED ON PLANS AS FOLLOWS: RESIDENTIAL. 3448- SQUARE FEET, GARAGE/SHOP 711 ,SQUARE FEET AND COVERED AREA 1049 SQUARE FEET. 5. PLAN_CONTAINS SEVERAL DISCREPANCIES WITH REGARDS TO UPSTAIRS PLAY AREA: NO OPTIONS,.PLANS-ARE TO BE -SPECIFIC. 'IF WALL IS SPECIFIC PROVIDE REQUIRED LIGHT AND VENTILATION TO EACH' AREA. RETURN- TO ENVIRONMENTAL HEALTH DEPARTMENT FOR. ADDITION CLEARANCE. 3. ARE SKYLIGHTS OPENABLE? ARE THERE TO BE 3 OR 4 SKYLIGHTS? SKYLIGHTS ARE TO BE SHOWN ON ELEVATIONS. WHAT IS CEILING HEIGHT AT SKYLIGHT LOCATION? 6. PROVIDE CALCULATIONS FOR -GRAVITY LOADS FOR.R00AND FLOOR GLULAM BEAMS AND SUPPORTING. FOUNDATIONS. C1�.P,Of� e,. -included ih c. LJc.5. fie_ ,7I? ---PROVIDE CONVENTIONAL FRAMING FOR ROOF AREA WHERE APPLICABLE. _(:�'" SHEET -10 ENGINEERING PLAN FOR 2ND. LEVEL PLAN_ NOT COMPLETE. PROVIDE CORRECTED SHEET 10. If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: LLL BUILDINGPERMITNUMBER: 9 PLAN CHECKER: NJ l/� A P. NUMBER: 05 (o -,q"50 _0,V4 Zoning requirements: (side yards and number of permitted living units). 49T Valuation. / n 3 Plans signed by designer. _ 7 V Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLAN: Complete parcel size and dimensions. mrd Setbacks, side yards, easements, etc. Othei buildings or structures. 1 , Grading, fills and/or drainage. Flood hazard. Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). 5�70trc» D n e%daA 0' S Skylights (Section 2409 & 2603.7). 4 or– , Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). ' Lights; switches, -receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical'or-gas equipment. f Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. `TT TD A T T -%v r A TT Q. •- i Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing ore�aineer� ed deli- (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. , Three story building requiring engineered calculations and'plans. ' f Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. ' Elevations and wall construction details complete enough•to construct building. ` Roof construction details complete enough to construct building. i Rafter ties or bearing ridge beam. ' Fireplace construction details and calc. if necessary, Garage door and/or porch header sizes. Stud heights. Adobe soils - special fpundation design. ' Retaining walls requiring design. t , Special Inspection requirements. 46hee,0440Ck� Header size. Sheetrock nailing inspection required? 1996 0500 Psi C#w,,v& 3.2 Stairway details: landings, rise and run, head clearance,'handrails (Section 1006). Guardrail details (Section 509). Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. f Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design' Flashing at all exterior openings. C.D.F. responsible area requirements. T-- CtQL -/V , . o m �Il llalY ...e au 1.. P (a/M Lfozw� Alo a7a� JA� 100 Corry cerl A a .S �, - 14' \ u <• von,' IL,v,de ro ('� wrap J Tram 7--, 1Qofe 7— T 3 TV Ts- -r Cana t r�lilc�e, - L• LOt o -o aloof paw, &pr July 1996 3.3 LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH -PERMIT CLEARANCE Building Peimitft. Q`7— d OWNERS NUMBER:Cp SL NAME: Lailu PRINT LAST NAME FIRST COUNTY ZONING DESIGNATION: �� s FLOOD ZONE: X FLOOD MAP: b So APPROVED: CONDITIONALLY APPROVED: v RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP c Z> C_ DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: -LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: GUL /Sfyt7'I S�y 4 94-- 62? /_Sy MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES - NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. —4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. �C 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. 9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. 11 Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12.,Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville. Area Traffic Mitigation Fee Agreement. Payment to be nuWe to the Pknning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article 11 of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20.. If .ac?.y cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find p,�, ding •examination of the site by a professional archaeologist. This person would the,rr be able to assess: the site sigi iificance and suggest appropriate mitigation measures. 21. 22. 23. 24. 25. 26. LD 7/96 CAWP51 \FORMS.K\BLDGPERM.CLR AIO 1N3Wd013A313 4NVI 311n8 A0 A1Nno0 L661 � I Ndd ®3n1303H .= cc, GREGORY A. PEITZ ARCHITECT 1907 Mangrove, Suite E, Chico, CA 95926 (916) 894-5719 Structural Calculations for ..: L1-11�4 (fDEEI-41 C -/a c,.fj AR Vi Y A.' No. C 21283 N FIEN. FC RLITTIE oa-u'y"%-'-Ty APPFi D x LOAD SUMMARY *Use normal force method t*Exposure B� 10' e *Basic:wind speed:- 75 mph P = Ce Cq qs I Walls z//7 /s7 d P =-.62 * 1.3 * 14.5 * 1.0 = .0117 ksf < 15 ft. P = .67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. P = .72 * 1.3 * 14.5 * 1.0 = .0136 ksf @ 25 ft. P = .76 * 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. Roofs 2:12 to less than 9:12 P = .62 * 1.0 * 14.5 * 1.0 = .009 ksf < 15 ft. P = .67 * 1.0 * 14.5 * 1.0 = .010 ksf @ 20 ft. P = .72 * 1.0 * 14.5 * 1.0 = .011 ksf @ 25 ft. P = .76 * 1.0 * 14.5 * 1.0 = .011 ksf @ 30 ft. Roofs 9:12 to 12:12 P = .62 * 1.1 * 14.5 *-1.0 = .010 ksf < 15 ft. P = .67 * 1.1 * 14.5 * 1.0 = .011 ksf @ 20 ft. P = .72 * 1.1 * 14.5 * 1.0 = .012 ksf @ 25 ft. P = .76 * 1.1 * 1.4.5 * 1.0 = .012 ksf @ 30 ft. BUTTE COUNTY i 222.5 I s N 22r5' 'Gr 3 lam( ep,-se, L .�,� n,-� ►�:.-c . B ul t E " ot .4-157 31 10 J, fz o \0 tiU �� _ ,eS, Cg9�,s/vt����-$) .ori = 2,2� "` ��4.5/21C�� o Low L -e. 3, 3 (4 C -Z, 4L, 5-A, CD 0 -Y A, 7 -;5 -Z, -7- L//4,e. A 7, (/V 10 -� ILI- Cz) ((d') )Phor, 7'01P 47 C— EVITTE 0011, 5; L,u �/7Z(o/1/0co A-3 TT'7' Y rAO . LF,v � ..I/z � ���. �G/; wl .S of � �yO.C_ v•� �lo c�^�� Ce I Led A7 -7,s- 6"4- t- ile-) 66 L .5 7L),- 470 C-5 45 BUTTIFCI--- 0091WITY IST APPF�UV EM 0W Ole- L aki q7 4-r 3 OV -4.` to " iLL------------ - " . 9 7 14 o -z,& 2 -4 � SS 775 -Z O a-UTViE�`, q7 4-r 3 OV -4.` to " iLL------------ - " . 9 7 14 o -z,& 2 -4 � SS 775 -Z O a-UTViE�`, L owes L �b= F,2Bo w $ 2�t:.s. ;39 8/ 3 1. 4 L r C4� �•/lv`�f J�Z2•S"�-zJ= 37,�j�r` 7-i7,�j 5 5 z , BUTTIE co L d cJ LSO • �� SGS-�--w m�-�. � � .. Z --Z-7 k� COX g�a co NK>Zf� 55773-ZO / Zxt4 IC -If &0o I •loy _ /5,5/. , CsZ G ` BUTTE 006,NT( APPROVED U I �. Ow Fes. (.. k -U E (� I �, � �•,� � Z 53't so'fs,s''=10 . 5 / 20 - _ ,, c-. kC 0 V 'Q r � v .-t rl'L dY 1 � or 3/So,1.)1 (4,3i�zi l-fD 1-4., 2 s T-3 Zo/ 2 OUTM NT Pf J L,—p Cv, /Z 1' t w = C-7 �z I- Z�I�z C SO +I Z/Z5- Fc- z`fop�S'- .�,. 7- ) r " zYo UTT P� y Al r , C"fo �O/ X10 oaP� y f 47 �v = S t 70 _ // 3o Rc,P- �� - / z_I lino = /GS /,05- 3 / -3 (. $ 72' ,--t- < 3 5..�/$ - (3`/�iy -Z-4F- ✓Y C,Lj�,- SS- -7 a ,L /oso-�- 7-7 S�, A / 41 ir a -y w +� s.^ / . ems., w � % i r©o � Rk S-A- f- T , �'� a-) 4- --5 a Cors P L 04 _ 3 `f Jegoc�)oou� C L 3 V7, �`" PR LARRY AND CAROL LANE RESIDENCE BUTTE COUNTY FOREST RANCH, CA ffo. - p kh the c JL GENERAL NOTES TO PLANS ALL INFORMATION CONTAINED IN THESE NOTES ARE AN INTEGRAL PART OF THE ARCHITECTURAL DRAWINGS. . PART ONE OF TWO - GENERAL NOTES TO PLAN5 PART TWO OF TWO - ARCHITECTURAL DRAWINGS 0 TABLE OF CONTENTS TOPIC PAGE NUMBER LEGAL INFORMATION 1 GENERAL NOTES 2 GENERAL REQUIREMENTS 3 SITE WORK 4 FOUNDATION AND CONCRETE 4 METALS (FLASHING ETC.) 6 WOOD - ROUGH CARPENTRY AND FRAMING 7 ROOF AND FLOOR TRUSSES 9 THERMAL AND MOISTURE PROTECTION 10 GLASS DOORS, WINDOWS AND ENCLOSURES 11 FINISHES 11 SPECIALTIES 12 PLUMBING 13 HEATING AND AIR CONDITIONING 15 ELECTRICAL 18 ENERGY CONSERVATION 20 FLOOR PLAN NOTES 21 DOOR AND WINDOW HEADERS 22 0 0 • PROJECT NAME: JURISDICTION: TYPE OF CONSTRUCTION: OCCUPANCY: APN#: LEGAL INFORMATION LARRY AND CAROL LANE RESIDENCE (FOREST RANCH) BUTTE COUNTY, CA TYPE V -N R-3 A.P. 56-25-044 OWNER: LARRY AND CAROL LANE 11 CAPSHAW CT CHICO, CA. 342-3515 ARCHITECT: CRETE DESIGN TIMOTHY J. CRETE, ARCHITECT 2540 ESPLANADE #12 CHICO, CA 95973 916-345-6676 (TEL) 916-898-0586 (FAX) STRUCTURAL: GREG PEITZ, ARCHITECT 1907 MANGROVE #E CHICO, CA 95926 916-894-5719 (TEL) ENERGY: MARTY RUNNELS ENERGY CALCULATION SERVICES 1907 MANGROVE #D CHICO, CA 95926 916-894-8466 (TEL) GENERAL CONTRACTOR: OWNER BUILDER Page 1 • GENERAL NOTES ALL WORK AND MATERIALS SHALL BE PERFORMED AND INSTALLED IN COMPLIANCE WITH THE FOLLOWING CODES AS ADOPTED AND AMENDED BY THE GOVERNING JURISDICTION. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO THESE CODES. ALSO ALL CONSTRUCTION SHALL COMPLY WITH ADOPTED ORDINANCES AND POLICIES OF THE DISTRICT / COUNTY / CITY IN WHICH THE JOB IS BUILT. UNIFORM BUILDING CODE 1994 UNIFORM PLUMBING CODE UNIFORM MECHANICAL CODE NATIONAL ELECTRICAL CODE CALIFORNIA ADMINISTRATIVE CODE STATE FIRE MARSHAL SAFETY, ORDERS, STATE DIVISION OF INDUSTRIAL SAFETY TITLE 24 AND 25, CALIFORNIA ADMINISTRATIVE CODE LOCAL ORDINANCES APPLICABLE SECTIONS OF THE CALIFORNIA ENERGY CONSERVATION STANDARDS UNIFORM FIRE CODE THE STATE ENERGY CONSERVATION STANDARDS APPLICABLE TO THIS PROJECT HAVE BEEN REVIEWED AND THE BUILDING DESIGN DESCRIBED HEREIN IS IN SUBSTANTIAL CONFORMANCE. THE APPLICABLE STATE CODE HAS BEEN REVIEWED FOR THIS PROJECT AND THE BUILDING DESIGN HEREIN IS IN SUBSTANTIAL CONFORMANCE. THE ORGANIZATION OF THESE DRAWINGS IS NOT INTENDED TO CONTROL THE DIVISION OF WORK AMONG SUBCONTRACTORS, IT SHALL BE THE GENERAL CONTRACTORS RESPONSIBILITY TO DIVIDE THE WORK. COPIES OF THESE DRAWINGS ARE SUPPLIED TO THE OWNER AND THE CONTRACTOR FOR USE IN THE CONSTRUCTION OF THIS PROJECT ONLY. THE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT OBTAINING THE WRITTEN PERMISSION OF THE ARCHITECT. ALL DRAWINGS PREPARED BY THE ARCHITECT ARE AND SHALL REMAIN PROPERTY OF THE ARCHITECT. THESE DOCUMENTS, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS INSTRUMENTS OF PROFESSIONALS SERVICE ARE THE PROPERTY OF TIMOTHY J. CRETE - ARCHITECT / CRETE DESIGN AND ARE NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT OR BY ANY THIRD PARTY WITHOUT WRITTEN AUTHORIZATION BY THE ARCHITECT. THESE DRAWINGS SHALL BE CONSIDERED SUBSTANTIALLY COMPLETE, HOWEVER, IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO PROVIDE ALL LABOR AND MATERIALS NECESSARY TO RENDER THE WORK COMPLETE, AS IS THE INTENT OF THESE DRAWINGS, EITHER SHOWN OR INFERRED HEREIN, THROUGH PROPER AND ESTABLISHED PRACTICES. ALL DETAILS, DRAWINGS, OR SPECIFICATIONS NOT SPECIFICALLY STATED ARE INTENDED AND ARE TO BE RENDERED AS CONFORMING TO THE TYPE AND STYLE OF CONSTRUCTION SHOWN HEREIN AND ARE TO CONFORM TO ALL APPLICABLE CODES, REGULATIONS, LAWS, TITLES, ETC. ALL DETAILS, DRAWINGS AND SPECIFICATIONS NECESSARY FOR THE COMPLETION AND ADHERENCE TO ALL APPLICABLE CODES, Page 2 REGULATIONS, LAWS AND TITLES, WHETHER STATED OR NOT ARE INTENDED AND ARE TO BE CONSTRUCTED, FOLLOWED, INSTALLED AND ADHERED TO. THE DRAWINGS AND SPECIFICATIONS ARE TO BE CONSIDERED AS A COMPLETE UNIT, THEREFORE, ALL TRADES ARE TO INFORM THEMSELVES OF ALL INFORMATION CONTAINED IN THE ENTIRE PACKAGE OF DOCUMENTS, DRAWINGS AND SPECIFICATIONS BEFORE PROCEEDING WITH ANY BIDDING, ORDERING, CONSTRUCTION, ETC. ALL TRADES ARE TO READ AND UNDERSTAND ALL INFORMATION PERTAINING TO THE MANUFACTURERS SPECIFICATIONS, INSTALLATION PROCEDURES AND CONSTRUCTION DETAILS, OF ALL ITEMS AND MATERIALS THAT EFFECTS THAT TRADE. ALL PARTIES INVOLVED IN THIS PROJECT, BUILDING DEPARTMENTS, CONTRACTORS, SUPPLIERS, ETC... ARE TO READ ALL PARTS OF THESE PLANS, SPECIFICATIONS, AND NOTES, AND RELATED MATERIALS. THESE DOCUMENTS ACT AS A WHOLE. GENERAL REQUIREMENTS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF ALL DIMENSIONS, GRADES, AND OTHER CONDITIONS AND HE SHALL CORRELATE AT THE JOB SITE ALL SUCH ITEMS. HE SHALL REPORT ANY DISCREPANCIES TO THE ARCHITECT FOR CLARIFICATION AND CORRECTION PRIOR TO BEGINNING ANY WORK. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE WORK AND THE COORDINATION OF ALL TRADES AND GOVERNING AGENCIES AND SHALL PROVIDE ALL MATERIALS AND LABOR SHOWN OR INFERRED ON THESE PLANS TO RENDER THE WORK COMPLETE. PROVIDE TEMPORARY JOB SITE ADDRESS PRIOR TO FIRST INSPECTION. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. ANY AND ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY, PRIOR TO COMMENCEMENT OR CONTINUATION OF WORK. CONTRACTOR SHALL HAVE A CERTIFICATE OR EVIDENCE OF EXEMPTION OF WORKMAN'S COMPENSATION ON FILE WITH THE CITY/COUNTY JURISDICTION PRIOR TO ISSUANCE OF A BUILDING PERMIT. OWNER SHALL SECURE AND PAY FOR ALL PERMITS AND FEES OR PROVIDE MEANS TO ASSURE COMPLIANCE. ALL INSPECTIONS SHALL BE REQUESTED AND FULFILLED ACCORDING TO ACCEPTED POLICIES AND PROCEDURES. ALL FINISHES BOTH EXTERIOR AND INTERIOR SHALL BE APPROVED BY THE ARCHITECT PRIOR TO INSTALLATION. A COLOR, MATERIAL, AND DESIGN BOARD SHALL BE PREPARED BY THE APPROPRIATE TRADE AND PRESENTED TO THE ARCHITECT FOR APPROVAL. ALL TRADES ARE RESPONSIBLE FOR DAILY CLEAN-UP AND DISPOSAL OF DEBRIS. GENERAL CONTRACTOR WILL PROVIDE EITHER A DUMPSTER OR INDICATE A TRASH DISPOSAL AREA TO BE USED FOR COLLECTION AND THEN DISPOSAL BY THE SPECIFIC TRADE. Page 3 • SITE WORK ALL SITE WORK SHALL CONFORM AND PROCEED ACCORDING TO THE APPROPRIATE AUTHORITY AND JURISDICTION, ADHERING TO ALL PERTINENT REGULATIONS. FINISH FLOOR TO BE MINIMUM 18 INCHES ABOVE THE LOWEST POINT OF GUTTER FLOWLINE AND OR 6 INCHES ABOVE THE 100 YEAR FLOOD LEVEL (OR AS APPROVED BY THE LOCAL JURISDICTION). PROVIDE MINIMUM TWO PERCENT SLOPE FOR THE INITIAL FIVE FEET DISTANCE AWAY FROM THE BUILDING. SLOPE LOT MINIMUM ONE HALF PERCENT FROM REAR PROPERTY LINE TO FRONTAGE AT A PUBLIC STREET OR TO AN APPROVED DRAINAGE FACILITY OR AREA. MAXIMUM DIFFERENCE IN ELEVATION RELATIVE TO ADJACENT PROPERTY SHALL NOT EXCEED TWELVE INCHES WITH OUT AN APPROVED RETAINING WALL. THESE SLOPES ARE TO BE CONSIDERED MINIMUM. ACTUAL DESIGN OF SPECIFIC LOTS SHALL CONFORM TO LOCAL REGULATIONS AND PROCEDURES. OTHER PROCEDURES FOR DRAINAGE CAN BE INSTALLED IF APPROVED BE THE LOCAL JURISDICTION. OfL. A ; /-FRKI-0 -li � r ALL FINISHED GRADES AROUND THE BUILDINGS SHALL BE SLOPED TO DRAIN WATER AWAY FROM BUILDINGS AND TOWARD STREET. NO DRAINAGE ONTO ADJACENT PROPERTY SHALL BE PERMITTED UNLESS APPROVED OTHERWISE BY THE LOCAL JURISDICTION OR EASEMENT. PROPERTY SHALL NOT RETAIN DRAINAGE WATER UNLESS PROVISIONS FOR SUCH ARE INDICATED AND APPROVED BY THE LOCAL JURISDICTION. EXCAVATE FOR FOOTINGS BELOW ALL ORGANIC MATERIAL AND REMOVE ALL LOOSE MATERIAL FROM FOOTING EXCAVATION. REPAIR ALL DAMAGE AND/OR OFF SITE CONCRETE IMPROVEMENTS AS DETERMINED BY THE JURISDICTION IN AUTHORITY FOUNDATION CONTRACTOR SHALL BE RESPONSIBLE FOR: 1. MAINTAINING LOT DRAINAGE AS PER GRADING PLAN. 2. PROVIDING 2% SLOPE A MINIMUM OF 5 FEET WIDE AT PERIMETER OF BUILDING AS PER SITE PLAN. FOUNDATION AND CONCRETE THE CONCRETE CONTRACTOR IS TO VERIFY THE DIMENSIONS AND CONDITIONS FOUND ON SITE AND ON THE PLANS AS A WHOLE PRIOR TO PROCEEDING WITH ANY WORK. ANY DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT FOR RESOLUTION PRIOR TO ANY WORK. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI IN 28 DAYS. SEE DETAILS AND DRAWINGS FOR INFORMATION ON SLAB THICKNESS, AND DETAILS. ALL SLABS TO HAVE A SMOOTH STEEL TROWEL FINISH. UNO Page 4 • FINISH CONCRETE SLABS SHALL BE LOCATED A MINIMUM OF 81NCHES ABOVE GRADE AND SHALL BE LEVEL TO A TOLERANCE OF ONE FOURTH INCH IN TEN FEET. • CONCRETE SHALL BE PROTECTED ADEQUATELY FROM INJURIOUS ACTION BY THE SUN, RAIN, WIND, FLOWING WATER, FROST, AND MECHANICAL INJURY„ AND SHALL NOT BE ALLOWED TO DRY OUT FROM THE TIME IT IS PLACED UNTIL THE EXPIRATION OF THE MINIMUM CURING PERIODS. CONFIRM CURING PERIODS WITH MANUFACTURER. FREQUENT LIGHT APPLICATION OF MOISTURE SHALL BE PROVIDED AS REQUIRED BY WEATHER CONDITIONS. ANCHOR BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF SEVEN INCHES IN TO THE CONCRETE. ANCHOR BOLTS SHALL BE ONE HALF INCH DIA. BY TEN INCHES LONG AND PLACED MAX. SIX FEET ON CENTER AND A MAX. OF TWELVE INCHES FROM CORNERS AND SPLICES UNO. POWER DRIVEN FASTENERS SHALL BE "HILTI" DN72 ICBO 31290 OR EQUAL. PLACE A MAX. THREE FEET ON CENTER AND MAX. TWELVE INCHES FROM CORNERS AND SPLICES. POWER DRIVEN FASTENERS MAY BE USED IN BEARING PARTITIONS WHEN SPECIFICALLY CALCULATED WITHIN STRUCTURAL CALCULATIONS. ANCHOR BOLTS SHALL BE INSTALLED IN ALL PERIMETER FOOTINGS, ALL GARAGE FOOTINGS AND AT ALL INTERIOR FOOTINGS WHICH ARE LOCATED AT SHEAR WALLS OR BRACED PANELS, WHETHER INDICATED OR NOT. ALL CONCRETE WALKS SHALL BE A MINIMUM OF ONE INCH ABOVE FINISHED GRADE OF LAWN AREAS AND TWO INCHES ABOVE FINISHED GRADE OF PLANTING AREAS. ALL WALKS TO HAVE A LIGHT BROOM FINISH UNLESS INSTRUCTED OTHERWISE. ALL WOOD WHICH COMES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED OR REDWOOD, AND SHALL BE MARKED BY AN APPROVED AGENCY. ALL VERTICAL AND HORIZONTAL SPLICES OF STEEL REINFORCEMENT SHALL HAVE A MINIMUM LAP OF FORTY BAR DIAMETERS. TIE WIRE FOR REINFORCEMENT SHALL BE 16 GAUGE OR HEAVIER WHERE NOTED OR SPECIFIED, BLACK OR GALVANIZED STEEL WIRE, CONFORMING TO ASTM A82-70. STEEL REBAR REINFORCEMENT SHALL BE INTERMEDIATE GRADE, CONFORMING TO THE STANDARD SPECIFICATION FOR BILLET STEEL BARS FOR CONCRETE REINFORCEMENT, ASTM A615-70 GRADE 60. BARS LARGER THAN NUMBER 3 SHALL BE DEFORMED. BARS SHALL BE CLEAN, FREE FROM OIL, EXCESSIVE MIL SCALE, PITS OR RUST. BAR SIZES NUMBER 3 THROUGH NUMBER 6 MAY BE GRADE 40 WITH NUMBER 7 BARS AND LARGER SHALL BE GRADE 60. CONFIRM SIZES AND RATING WITH SPECIFIC DETAIL FOR SPECIAL CONDITIONS. MAXIMUM DIFFERENCE IN ELEVATION BETWEEN INTERIOR FINISHED FLOOR AND EXTERIOR LANDINGS, PORCHES, PATIOS ETC... SHALL NOT EXCEED ONE INCH. CONTRACTOR SHALL PROVIDE CUT-OUTS AT PLUMBING UNITS AS NEEDED AND SHALL VERIFY LOCATIONS AND DIMENSIONS PRIOR TO SETTING FORMS. CONTRACTOR SHALL PROVIDE CUT-OUTS FOR EXTERIOR DOORWAYS AS NEEDED (I.E.. GARAGE O.H. DOOR, GARAGE MAN DOOR, ETC..) AND PTDF EMBEDDED IN SLAB AT ALL EXTERIOR DOORWAYS WITH THRESHOLDS. EXTEND PTDF 12" EACH SIDE OF DOORWAY. Page 5 • ALL DIMENSIONS SHOWN FOR LOCATION OF THE REINFORCING STEEL ARE TO FACE OF BAR AND DENOTE CLEAR COVERAGE. UNLESS SPECIFICALLY NOTED OTHERWISE, CONCRETE COVERAGE SHALL BE AS FOLLOWS: DIMENSION IN INCHES LOCATION OF CONCRETE (UNO) 3 FOR CONCRETE DEPOSITED DIRECTLY AGAINST GROUND (EXCEPT SLABS) 2 FOR CONCRETE EXPOSED TO GROUND BUT PLACED IN FORMS ll//2 TO TIES IN COLUMNS 11/2 TO STIRRUPS IN BEAMS FOR VERTICAL WALL BARS 3/4 FOR BARS IN SLABS ON FORMS PLACE REINFORCING AT MID -THICKNESS FOR SLABS -0N -GROUND ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, WALL FOOTINGS ETC... SHALL HAVE A MINIMUM LAP OF 40 BAR DIA. SPLICES IN ADJACENT BARS SHALL BE NOT LESS THAN 4 FEET APART. VERTICAL WALL BARS SHALL BE SPLICED AT OR NEAR FLOOR LINES. BARS MAY BE WIRED TOGETHER AT SPLICES OR LAPS, EXCEPT FOR • REINFORCEMENT OF BEAMS AND SLABS, OR WHERE SPECIFICALLY DETAILED TO BE SEPARATED. CONCRETE SHALL NOT BE DROPPED THROUGH REINFORCING STEEL (AS IN A WALL) SO AS TO CAUSE SEGREGATION OF AGGREGATES. IN SUCH CASES HOPPERS AND VERTICAL CHUTES OR TRUNKS SHALL BE USED. CHUTES OR TRUNKS SHALL BE OF VARIABLE LENGTHS SO THAT FREE UNCONFINED FALL OF CONCRETE SHALL NOT EXCEED FIVE FEET AND A SUFFICIENT NUMBER SHALL BE USED TO ENSURE THAT THE CONCRETE WILL BE LEVEL AT ALL TIMES. HORIZONTAL CONSTRUCTION JOINTS SHALL HAVE ENTIRE SURFACE REMOVED TO EXPOSE CLEAN AGGREGATE SOLIDLY EMBEDDED. ALL EXTERIOR WALKS, AND SLABS ARE TO BE SCORED AT FOUR FEET ON CENTER BOTH DIRECTIONS IN AN ORDERLY PATTERN OR AS NOTED ON PLAN. GARAGE SLAB AND DRIVEWAY TO BE SCORED EACH DIRECTION AT MIDLINE OF SLAB AND NOT MORE THAN TWELVE FEET ON CENTER. POWER DRIVEN FASTENERS SHALL NOT BE USED IN STEM WALLS LESS THAN 51/2 INCHES WIDE OR GREATER THAN 51/2 INCHES HIGH. LOCATE ALL HOLDOWNS 1 1/2 INCH FROM CORNERS AND 3 INCHES AWAY FROM DOOR OPENINGS. (SEE FRAMING CONTRACTOR FOR EXACT LOCATION OF BOLTS.) METALS 0 INSTALL GUTTERS AND DOWN SPOUTS AS NOTED. Page 6 SHEET METAL WORK SHALL BE INSTALLED AS REQUIRED TO MAKE JOB WATERTIGHT, INCLUDING FLASHING, GRAVEL STOPS, ETC... SHEET METAL SHALL BE A MINIMUM 28 GAUGE. UNO FLASH AND COUNTERFLASH ALL ROOF TO WALL CONNECTIONS ACCORDING TO ROOFING MANUFACTURES SPECIFICATIONS. METAL STUDS MAY BE USED IN NON-BEARING CONDITIONS WHEN SHOWN ON PLAN OR APPROVED BY ARCHITECT AND LOCAL AUTHORITY. MATERIAL MUST BE INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS. WOOD - ROUGH CARPENTRY AND TRUSSES THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO ANY FRAMING. ALL WOOD FRAMING SHALL MEET ALL REQUIREMENTS, AS SHOWN ON THE DRAWINGS AND SHALL CONFORM TO CHAPTER 25 OF THE CURRENT ADOPTED UNIFORM BUILDING CODE. LUMBER SHALL BE SURFACED ON 4 SIDES, EXCEPT WHEN OTHER SURFACING REQUIREMENTS ARE INDICATED OR SPECIFIED. TO FACILITATE EQUILIBRIUM WITH AVERAGE LOCAL ATMOSPHERIC MOISTURE CONDITIONS LUMBER SHALL HAVE BEEN AIR SEASONED FOR NOT LESS THAN 30 DAYS: HOWEVER THE MOISTURE CONTENT SHALL NOT EXCEED 18 PERCENT WHEN INCORPORATED INTO WORK. MATERIAL SHALL BE KILN DRIED WHEN SPECIFICALLY NOTED OR WHEN COMMON PRACTICE OF THE INDUSTRY REQUIRES SUCH PROCEDURE. ALL LUMBER SHALL BE GRADED TO THE AMERICAN LUMBER STANDARDS ASSOCIATION AND THE WEST COAST LUMBER INSPECTION BUREAU. ALL STRUCTURAL 2 X TO BE #2 DF OR #1 HEM FIR OR BETTER, 4 X LUMBER IS TO BE #2 DF OR BETTER AND ALL STRUCTURAL MEMBERS 6 X OR LARGER ARE TO BE #1 DF OR BETTER. UNLESS NOTED OTHERWISE. NON-STRUCTURAL FRAMING (BLOCKING ,NON-BEARING STUDS, ETC...) MAY BE FINGERJOINTED MATERIAL OR STUD GRADE. NOTE: NON-BEARING FRAMING CAN BE METAL STUDS WHERE APPROVED BY LOCAL BUILDING DEPT. LAMINATED STRUCTURAL MEMBERS (GLU LAM BEAMS): PROVIDE GLU-LAM BEAM CERTIFICATION BY INSPECTION AGENCY TO THE DIVISION OF BUILDING SAFETY, AND CALL FOR INSPECTION OF MEMBERS PRIOR TO ERECTION. EACH MEMBER SHALL BE STAMPED WITH AN IDENTIFYING NUMBER AS TO SPECIFIC JOB SITE AND SPECIFIC LOCATION FOR THAT JOB SITE. SUPPLY AITC CERTIFICATE FOR CONFORMANCE. GLU-LAM BEAMS AND POSTS SHALL BE 24F -V4 AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF COMPLIANCE (PROVIDE CERTIFICATE TO GOVERNING AGENCY PRIOR TO FRAMING INSPECTION). SIZE, CHAMFERING APPEARANCE GRADE SHALL BE NOTED ON DRAWINGS. INSTALL PLYWOOD WITH FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS AND ALL END JOINTS TO OCCUR OVER FRAMING MEMBER. STAGGER PANELS AND JOINTS. REFER TO DRAWINGS FOR SIZE STRUCTURAL CHARACTERISTICS AND NAILING PATTERNS. OSB BOARD MAY BE USED IN -LIEU -OF PLYWOOD AT ROOF SHEATHING AND SHEAR WALLS. FURNISH AND SET ALL COLUMNS AND STUDDING OF SIZE, CENTERS AND LOCATIONS INDICATED ON PLANS. UNLESS OTHERWISE NOTED, STUDDING FOR FURRING AND PARTITIONS SHALL BE 2 X 4 AT 16 INCHES ON CENTER. PLATES ON CONCRETE FLOOR Page 7 • SHALL NOT BE SET UNTIL THE CONCRETE IS FINISHED; THEY SHALL BE ATTACHED TO THE SLAB BY ANCHOR BOLTS OR POWER DRIVEN ANCHORS WHERE APPROVED BY ARCHITECT. FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN STORIES AND BETWEEN TOP STORY AND ROOF SPACE. IN EXTERIOR OR INTERIOR STUD WALLS, CEILINGS FLOOR LEVELS AND IN ALL FURRED SPACES THE MAXIMUM DIMENSION SHALL NOT EXCEED TEN FEET. WALLS AND PARTITIONS SHALL BE PLUMB, AND CORNERS AND ANGLES SOLID. BLOCKS SHALL BE CUT WHERE NECESSARY TO GIVE NAILING. JOISTS OR RAFTERS SHALL BE SET WITH CROWN UP. WHERE OPENINGS OCCUR HEADERS AND SUPPORTING JOISTS SHALL BE DOUBLED OR TRIPLED AS PER PLAN AND THE HEADERS AND TAIL JOISTS SHALL BE HUNG ON METAL HANGERS. PROVIDE SOLID BLOCKING BETWEEN JOISTS OVER ALL BEAMS AND PARTITIONS AND AT ENDS FOR FLOOR AND CEILING AS PER CODE. FRAMING SYSTEMS AND SIZES SHALL BE AS SHOWN. INSTALL TWO INCH SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL POINTS OF SUPPORT AND AT ALL POINTS WHERE SHEATHING IS DISCONTINUED. CROSS -BRIDGING OR SOLID BLOCKING IN SPANS SHALL NOT EXCEED EIGHT FEET OR AS SHOWN ON PLANS. INCLUDE FURRING OR STRIPING, PROPERLY SHIMMED AND LEVELED, WHERE SHOWN OR • WHERE REQUIRED FOR FINISHES. FURRING, BLOCKING, AND BACKING SHALL BE FURNISHED AND INSTALLED WHERE REQUIRED FOR RECEPTION OF WALL BOARD, FORMATION OF ARCHITECTURAL FEATURES, CONCEALMENT OF PIPES, CONDUITS, DUCTS, ATTACHMENT OF SUPPORTS FOR TOILET ROOM ACCESSORIES, BUILDING SPECIALTIES, AND OTHER FIXTURES. CONTRACTOR SHALL CONSULT WITH THE TRADES CONCERNED AND SET FURRING AND BLOCKING THEY REQUIRE. BLOCK SOLID BEHIND ALL WALL MOUNTED STOPS. BLOCK AT WATER HEATER FOR SEISMIC SUPPORTS. NAILING, BOLTING AND METAL CONNECTIONS OF WOOD MEMBERS SHALL CONFORM TO THE MINIMUM REQUIREMENTS OF THE CURRENTLY ADOPTED EDITION OF THE UBC, AS SPECIFIED HEREIN, SHOWN ON THE DRAWINGS AND AS PER MANUFACTURES SPECIFICATIONS. MAX. SILL HEIGHT AT BEDROOMS TO BE"INCHES MIN. WITH NET CLEAR OPENING OF 20 INCHES BY 24 INCHES MIN. AND A MIN. NET OPENING SIZE OF 5.7 SQ. FT. CONNECTORS AND ROUGH HARDWARE SHALL BE "SIMPSON" OR EQUAL OR TYPES AND SIZES SHOWN ON THE DRAWINGS AND/OR NOTES AND/OR SPECIFICATIONS. ALL PURLINS SHALL BE 2X MEMBERS, DEPTH TO MATCH RAFTERS, WITH 2 X 4 BRACES AT 48 INCHES ON CENTER, MAX. UNBRACED LENGTH OF STRUTS NOT TO EXCEED EIGHT FEET,. MINIMUM SLOPE OF THE STRUTS SHALL NOT BE LESS THAN A 45 DEGREE ANGLE FROM THE HORIZONTAL. BRACES AE TO REST ON BEARING WALLS ONLY. 0 BLOCK ALL HORIZONTAL MEMBERS AND SUPPORTS. • EXTEND PLYWOOD ROOF SHEATHING OVER ENTIRE TRUSS AT UPPER AND LOWER AREAS OF CALIF. FRAMING AREAS. NOTCHING IS PERMITTED AS REQUIRED FOR HVAC DUCTING AND ATTIC ACCESS TO CAL. FILL AREAS PROVIDE DBL. 2X OR PROVIDE 4X4 HEADERS AT NON BEARING OPENINGS UNO. PROVIDE 4 X 12 HEADERS AT ALL EXTERIOR OPENINGS AND AT BEARING WALL OPENINGS UNO. SEE HEADER SCHEDULE. PROVIDE 21NCH CLEARANCE BETWEEN FIREPLACE AND COMBUSTIBLE SURFACES AS t REQUIRED BY UBC OR INSTALL AS PER MANUFACTURES SPECIFICATIONS. INTERMEDIATE RAILS SHALL BE SPACED SO THAT A SPHERE FOUR INCHED IN DIA. CANNOT BE PASSED BETWEEN THEM. HANDRAIL HEIGHT SHALL BE 34-38 INCHES ABOVE THE NOSING OF THE STAIR TREAD. GUARDRAIL HEIGHT SHALL BE A MINIMUM OF 36 INCHES ABOVE THE FINISHED FLOORING MATERIAL AND WITHSTAND A HORIZONTAL PRESSURE OF 20 PLF. RESIDENTIAL STAIR RISE SHALL BE 4-8 INCHES. STAIR TREAD DEPTH SHALL NOT BE LESS THAN 9 INCHES AND THE DIFFERENCE IN RISE HEIGHTS WITH IN A SINGLE RUN SHALL NOT EXCEED 3/8 INCHES. MINIMUM HEAD HEIGHT ABOVE STAIR TREAD NOSINGS IS SIX FEET - EIGHT INCHES. PROVIDE DBL. CEILING JOISTS AT EDGES OF ALL COFFERED CEILINGS. AT TWO STORY AREA: DOUBLE FLOOR JOISTS AT ALL FLOOR OPENINGS OVER SIX FEET. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. FLOOR CONSTRUCTION TO BE 3/4 INCH TONGUE AND GROOVE PLY WITH 3/8 INCH PARTICLEBOARD AS UNDERLAYMENT AT VINYL AREAS. LET- IN BRACING CAN BE INSTALLED TO PLUMB WALLS ( USE 1 X 4) BUT NOT FOR SHEAR. BALLOON FRAME ALL WALLS TO BOTTOM CHORD OF TRUSS IN VAULTED AREAS OR WHERE SCISSORS TRUSSES ARE USED. WHERE 2X4 STUDS EXCEED 10 FT INSTALL TRIPLE KING STUDS AT ALL OPENINGS BOTH SIDES OF OPENING. ROOF AND FLOOR TRUSSES ALL TRUSSES AND ENGINEERED TRUSS DRAWINGS SHALL BE IN ACCORDANCE WITH ADOPTED CODE ADDITIONS AND THE PLANS HEREIN. ALL TRUSSES TO BE STAMPED AS PER U.B.C. ALL ROOF TRUSSES ARE TO BE INSTALLED AT 24 INCHES ON CENTER. UNO TRUSSES SHALL HAVE WOOD CHORD AND WEB MEMBERS WITH METAL PLATE CONNECTORS. TRUSS DRAWINGS AND CALCULATIONS SHALL BE SUBMITTED THE ARCHITECT AND BUILDING DEPARTMENT FOR APPROVAL PRIOR TO FABRICATIONS AND ERECTION. TRUSS MANUFACTURER SHALL SUPPLY THE ARCHITECT AND THE BUILDING DEPT. WITH A TRUSS FRAMING PLAN SHOWING TRUSS LOCATION, SPACING ID NUMBERS LOADING AND ANY SPECIAL LOADING REQUIREMENTS. MANUFACTURER SHALL ALSO SPECIFY ALL CONNECTORS AND HANGERS. • TRUSS MANUFACTURER SHALL VERIFY ALL DIMENSIONS AT JOB SITE AND ON PLANS PRIOR TO FABRICATION OF TRUSSES. Page 9 TRUSS FABRICATION SHALL CONFORM TO APPROVED ENGINEERED DRAWINGS AND CALCULATIONS, ATTIC MOUNTED HVAC UNIT LOCATION AND ARCHITECTS PLANS.. JOB SITE STORAGE OF TRUSSES SHALL CONFORM TO MANUFACTURERS RECOMMENDATIONS. THE GENERAL CONTRACTOR SHALL NOT PERMIT CUTTING, DRILLING OR ANY KIND OF OTHER DAMAGE OR MODIFICATION IN ANY WAY TO TRUSSES UNLESS APPROVED AND IS PART OF THE TRUSS DESIGN. FIELD REPAIRS TO DAMAGED TRUSSES BY CONTRACTOR SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE TRUSS MANUFACTURER AND LOCAL AUTHORITY. THE CONTRACTOR SHALL INSTALL TEMPORARY HORIZONTAL AND CROSS BRACING TO HOLD TRUSSES PLUMB AND IN SAFE CONDITION UNTIL PERMANENT BRACING IS INSTALLED. INSTALL PERMANENT BRACING AND RELATED COMPONENTS PRIOR TO APPLICATION OF LOADING TO TRUSSES. THE GENERAL CONTRACTOR SHALL EXERCISE CARE TO PREVENT OVERSTRESSING OF TRUSSES DUE TO CONCENTRATED CONSTRUCTION LOADING. APPROVED TRUSS DRAWINGS MUST BE KEPT ON THE JOB SITE FOR INSPECTION PURPOSES. TRUSSES MUST BEAR PROPER STAMPS AS PER U.B.C. THERMAL AND MOISTURE PROTECTION ALL EXTERIOR WALLS, ALL CEILINGS AND ALL AREAS EXPOSED TO THE OUTSIDE AIR SHALL RECEIVE INSULATION AS SPECIFIED. CAULK AND SEAL ALL EXTERIOR WINDOWS AND DOORS. WHERE ATTICS ARE SEPARATED BY DRAFT STOPS, THERE SHALL BE AT LEAST ONE ATTIC OPENING AT THE DRAFT STOP. THE OPENING SHALL BE CONSTRUCTED AS FOLLOWS, ALSO ANY ATTIC ACCESS OPENING FROM THE GARAGE TO THE RESIDENCE WILL BE PERMITTED IF THE ACCESS DOOR IS AS FOLLOWS: 1 3/8 INCH THICK SOLID CORE WOOD OR EQUAL AND EQUIPPED WITH A SELF CLOSER AND HAVE A ONE HOUR RATING FOR RESIDENTIAL USE. IF REQUIRED BY OWNER, DEPTH MARKERS SHALL BE PROVIDED IN THE ATTIC SPACES WHERE PNEUMATICALLY PLACED (BLOWN) INSULATION IS TO BE INSTALLED. A SUFFICIENT NUMBER OF MARKERS SHALL BE INSTALLED IN ORDER THAT AN INSPECTION CAN REASONABLY SUBSTANTIATE INSULATION DEPTH FROM THE ATTIC ACCESS OPENING WITHOUT CRAWLING IN THE ATTIC. MARKERS SHALL BE PLACED WITH THE BOTTOMS EVEN WITH THE BOTTOM OF THE CEILING JOISTS. THEY SHALL BE OF A REASONABLY SUBSTANTIAL MATERIAL TO PREVENT BENDING OR DISLODGMENT DURING PLACEMENT OF INSULATION. MARKERS SHALL BE PLACED AT TIME OF FRAMING INSPECTION. MARKERS SHALL BE TRICOLOR AS FOLLOWS: • BOTTOM OF MARKER TO PLUS 6 INCHES - BLUE FROM PLUS 6 TO 9 INCHES - RED Page 10 • FROM PLUS 9 TO 12 INCHES - WHITE THE INSULATION SHALL CONFORM TO FRAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF SECTION 1712 AND 1713 OF THE LATEST ADOPTED EDITION OF THE UBC. INSULATION CONTRACTOR SHALL PROVIDE A CERTIFICATE OF INSULATION INSTALLATION, PROPERLY SIGNED BY ALL REQUIRED PARTIES AND POSTED IT IN A CONSPICUOUS PLACE AS PER TITLE 24 REQUIREMENTS. ALL ATTIC ACCESSES SHALL BE AND INSULATED EQUIVALENT TO THAT OF THE CEILINGS IT PENETRATES. PROVIDE INSULATION BAFFLES AT ROOF VENTS. FLASH AND COUNTERFLASH ALL ROOFIWALL CONNECTIONS AS PER ROOFING 'SPECIFICATIONS ,ACCEPTED PRACTICE, AND AS PER LOCAL AUTHORITY. GLASS DOORS, WINDOWS AND ENCLOSURES EACH LIGHT SHALL BEAR THE MANUFACTURERS LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLASS AND SHALL CONFORM TO THE DRAWINGS. EACH LIGHT SHALL BEAR THE MANUFACTURERS IDENTIFICATION SHOWING ANY SPECIAL CHARACTERISTIC AND THICKNESS BY ETCHING OR OTHER PERMANENT IDENTIFICATION THAT SHALL BE VISIBLE AFTER THE GLASS IS GLAZED. ALL WINDOWS SHALL MEET AIR INFILTRATION STANDARDS OF THE APPROPRIATED ANSI STANDARD AND BE CERTIFIED AND LABELED. ALL GLASS PANELS AND DOORS SHALL BE FULLY CAULKED AND WEATHER-STRIPPED AT HE PERIMETER, SO AS TO RENDER WEATHER TIGHT, TO CONFORM TO TITLE 24 REQUIREMENTS. ALL GLASS DOORS AND WINDOWS DIRECTLY ADJACENT TO A DOOR (LESS THAN 24 INCHES) AND ALL GLAZING SUBJECT TO HUMAN IMPACT SHALL BE TEMPERED GLASS OR APPROVED SAFETY GLASS. ALL SHOWER AND TUB ENCLOSURES SHALL BE TEMPERED OR APPROVED SAFETY GLASS. CONFIRM COLOR, AND TYPE OF FRAME WITH THE ARCHITECT PRIOR TO INSTALLATION. ALL AND WINDOWS TO HAVE 7 FEET 8 INCHES HEAD HEIGHT FROM +0'-0" FLOOR .UNO ALL DOORS TO BE 6'-8" TALL. UNO FINISHES WAINSCOTING AT SHOWERS, TUBS AND ALL COUNTERS SUBJECT TO MOISTURE SHALL BE CONSTRUCTED OF DENSE NON -ABSORBING WATERPROOF MATERIAL (MINIMUM HEIGHT OF 6 FEET 6 INCHES AT SHOWERS, 12 INCHES ABOVE TOP OF TUB UNIT FOR TUB ONLY AND 4 INCHES ABOVE COUNTERS) UNO.,OVER ONE OF THE FOLLOWING BASE CONSTRUCTION: • WATERPROOF PAPER WITH 18 GA. STUCCO MESH (OR METAL LATH) OVER WIRE. Page 11 • WATERPROOF GYPSUM BOARD AS PER ICBG, TAPED AND COATED WITH APPROVED SEALER, AND WITH ALL JOINTS TO MOISTURE TIGHT PRIOR TO INSTALLATION OF WAINSCOTING. BACKER BOARD INSTALLED ACCORDING TO MANUFACTURERS SPECIFICATIONS GYPSUM WALLBOARD SHALL BE 1/2 INCH THICK, UNLESS NOTED OTHERWISE. ALL WORK SHALL BE IN ACCORDANCE WITH AMERICAN STANDARDS FOR APPLICATION AND FINISHING GYPSUM WALLBOARD AS APPROVED BY THE AMERICAN STANDARDS ASSOCIATION, LATEST EDITION. TEXTURE SHALL BE MEDIUM SPRAY OR MEDIUM KNOCKDOWN. LATH SHALL BE KEYMESH OR EQUAL, SELF FURRING PAPERBACK LATH, OR PROPER TYPE FOR SPACING OF FRAMING MEMBERS, INSTALLED PER CODE. PLASTER SHALL BE TWO COAT TYPE WITH COLOR AND TEXTURE AS SELECTED BY ARCHITECT. PROVIDE A CONTINUOUS METAL WEEP SCREED AT THE BASE OF ALL PLASTER WORK. CERAMIC TILE SHALL BE INSTALLED IN ACCORDANCE WITH THE TILE COUNCIL OF AMERICA HANDBOOK FOR CERAMIC TILE INSTALLATION LATEST EDITION. PROVIDE FIREWALL AT COMMON WALL BETWEEN DWELLING UNIT AND GARAGE OF 5/8 INCH TYPE "X" GYPSUM WALL BOARD FROM GARAGE SLAB TO ROOF DECK (VERIFY ON PLANS) OR AS PER PLANS, APPLY EITHER TWO LAYERS 5/8 INCH WALL BOARD TO CEILING OR ONE LAYER OF FRAMING IF 16 INCHES ON CENTER OR LESS OR FUR STRIP CEILING TO 16 INCHES AND APPLY ONE LAYER 5/8 INCH TYPE "X" WALLBOARD. ALL INTERIOR CEILINGS TO BE FINISHED WITH 5/8 INCH OR 1/2" CEILING BOARD GYPSUM WALLBOARD. WALLS TO BE FINISHED W/ 1/2 " GYPSUM WALL BOARD/ IF ROUTERS ARE USED, ALL DAMAGED WIRING SHALL BE REPLACED FOR ENTIRE RUN. IF WALLBOARD IS APPLIED WITH SCREWS TAKE EXTRA CARE AS NOT TO PUNCTURE PROTECTIVE PLATES WITH SCREWS. IF ANY DAMAGE OCCURS TO PIPE, WIRE, ETC.. IN WALLS, THE WALLBOARD INSTALLER IS RESPONSIBLE FOR ALL DEMOLITION, REPAIR AND REPLACEMENT OF DAMAGED ITEMS. ACCESS OPENING REPAIR AND REPAIR OF DAMAGED ITEM ARE TO MATCH SURROUNDING MATERIALS. ALL REPAIRS MUST PASS INSPECTION OF THE ARCHITECT. SPECIALTIES MIRRORS SHALL BE 1/4 INCH FLOAT, AS LOCATED ON PLANS. CONFIRM CABINETRY WITH ARCHITECT. CABINET HARDWARE SHALL BE SUPPLIED BY CABINET CONTRACTOR AND SAMPLES OF CABINETRY AND HARDWARE SHALL BE SUBMITTED TO ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. CABINET CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT PRIOR TO BUILDING CABINETRY. FIREPLACES: (CONFIRM INSTALLATION WITH PLAN AND ARCHITECT)) • FIREPLACES ARE TO BE OF TYPE AND STYLE SPECIFIED ON PLAN OR BY SPECIFICATION. Page 12 • ALL FIREPLACES WHETHER METAL OR MASONRY SHALL BE PROVIDED WITH TIGHT- FITTING OR CLOSABLE METAL OR GLASS DOORS, COVERING THE ENTIRE FIREBOX OPENING. A MINIMUM OF 6 INCHES OF NON-COMBUSTIBLE AND NON -CORROSIVE OUTSIDE AIR INTAKE, EQUIPMENT WITH READILY ACCESSIBLE OPERABLE AND TIGHT FITTING DAMPER (NO PART OF THE INTAKE IS TO BE MORE THAN TWELVE INCHES ABOVE THE BOTTOM OF THE FIREBOX). PROVIDE AN APPROVED FLUE, SPARK ARRESTOR, AND DAMPER AS PER MANUFACTURERS SPECIFICATIONS. INSTALL ALL FIREPLACES AS PER MANUFACTURES SPECIFICATIONS. ALL FIREPLACE SUBSTITUTIONS ARE TO BE APPROVED BY THE ARCHITECT. PROVIDE STREET ADDRESS NUMERALS AT LEAST THREE INCHES HIGH WITH A 1/4 INCH STROKE MINIMUM, MOUNTED ON A CONTRASTING BACKGROUND CLEARLY VISIBLE FROM THE STREET. WHERE BUILDINGS ARE ISOLATED OR NOT CLEARLY VISIBLE FROM THE STREET, MULTIPLE POSTINGS SHALL BE REQUIRED. PLUMBING ALL WORK AND MATERIALS USED SHALL BE THAT APPROVED BY APPLICABLE CODES OR THOSE APPROVED BY THE LOCAL AUTHORITY. WHEN SHOWN, DRAWINGS INDICATE DIAGRAMATICALLY THE ARRANGEMENT OF THE PLUMBING LINES AND SHALL NOT BE CONSIDERED COMPLETE IN DETAIL. IT IS INTENDED TO SHOW ONLY GENERAL ROUTING OF PIPING. • CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL PLUMBING LINE SIZES. BATHTUBS AND SHOWERS SHALL HAVE APPROVED BRASS OVERFLOW TRAP AND OVERFLOW FITTING. ALL TUB/SHOWER OPENINGS SHALL BE RODENT PROOF WITH 1 INCH OF CEMENT COVERING IN A COUNTY/CITY APPROVED MANNER. BATHTUB DRAIN SHALL BE "PUSH BUTTON" TYPE UNO. ROUTE 3/4 INCH FULL LINE SIZE DISCHARGE OF PRESSURE AND TEMPERATURE RELIEF VALVES FROM WATER HEATER TO EXTERIOR OF BUILDING. DAYLIGHT AT 6 INCHES ABOVE FINISH GRADE AND ELBOW. DOWN. DO NOT DISCHARGE TO WALKWAYS OR OTHER AREAS WHICH CONSTITUTE A HAZARD TO PEDESTRIANS. ROUTE FULL SIZE DOUBLE WALL METALBESTOS VENT (TYPE 'S" OR "BW") FROM WATER HEATER THROUGH ROOF WITH WEATHERPROOF CAP. INSTALLATION AND REQUIRED CLEARANCES SHALL BE IN ACCORDANCE WITH APPLICABLE CODES. CONTRACTOR SHALL PROVIDE MAIN SHUT-OFF VALVE FOR COLD WATER SUPPLY TO BUILDING AND TWO-WAY CLEANOUTS AT HOUSE -DRAIN BUILDING SEWER CONNECTION. ALL FLOOR DRAINS, FLOOR SINKS, AND OTHER SIMILAR FIXTURES SUBJECT TO INFREQUENT USE SHALL BE PROVIDED WITH A TRAP PRIMER AS PER UPC. HORIZONTAL DRAIN LINES OVER FIVE FEET IN LENGTH FROM MAIN LINE SHALL BE PROVIDED WITH A CLEAN OUT AT THE END OF TERMINATION. 0 VENT PIPING SHALL BE TAKEN OFF ABOVE THE WEIR OF EACH TRAP. Page 13 • CONTRACTOR SHALL VERIFY AND COORDINATE ALL PLUMBING SERVICE CONNECTIONS WITH APPROPRIATE AGENCIES PRIOR TO COMMENCEMENT OF WORK. PROVIDE FULL SIZE CONDENSATE DRAIN WITH DEEPWELL TRAP FOR ALL A/C UNITS. ROUTE CONDENSATE DRAIN TO NEAREST PLUMBING VENT AND TIE-IN WITH APPROVED FITTINGS OR ROUTE TO PLANTER AREA. SERVICE HOT WATER SUPPLY AND RECIRCULATING PIPING (EXCEPT RUNOUTS TO FIXTURES NOT LONGER THAN 12 FEET IN LENGTH) TO BE INSULATED WITH 1 INCH OF R-4 INSULATION FOR PIPES TO 1 INCH AND 1 1/2 INCH OF R4 FOR PIPES 1 1/4 INCHES TO 4 INCHES. INSULATE WATER HEATER PER TITLE 24. WATER HEATER SHALL HAVE EFFICIENCY RATING PER TITLE 24. ALL FAUCETS AND SHOWER HEADS SHALL COMPLY WITH THE CEC STANDARD AND SHALL BE CERTIFIED BY THE MANUFACTURER AND BE FLOW RESTRICTIVE TYPE. GENERAL CONTRACTOR SHALL PROVIDE ALL CUTTING FRAMING PATCHING FURRING PAINTING AND CONCRETE WORK ASSOCIATED WITH THE PLUMBING OF THE BUILDING. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER ACCORDING TO THE BEST TRADE PRACTICE BY THOSE SKILLED IN THE PARTICULAR TRADE. PIPES, FIXTURES, EQUIPMENT, ETC... TO BE INSTALLED LEVEL, SQUARE, OR CENTERED ETC... TO GIVE A NEAT AND PLEASING APPEARANCE. ALL EQUIPMENT IS TO BE INSTALLED STRICTLY PER MANUFACTURERS RECOMMENDATIONS. COORDINATE ALL WORK WITH OTHER TRADES. WATER HEATER TO BE PROPANE GAS AND SECURED WITH SEISMIC RESTRAINTS AS PER . CODE. IT IS THE INTENTION OF THE PLANS AND SPECIFICATIONS TO COVER ALL THINGS REQUIRED TO PROVIDE COMPLETE AND OPERATIVE SYSTEMS. THE CONTRACTOR IS THE FURNISH ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT. MISCELLANEOUS SERVICES, ETC... REQUIRED TO ACCOMPLISH THIS RESULT. ANYTHING WHICH MAY BE CONSTRUED AS A NECESSARY PART OF THE INSTALLATION IS TO BE INCLUDED, WHETHER OR NOT SPECIFICALLY SHOWN OR MENTIONED. ALL WATER HEATERS AND COOLING LOCATED IN THE ATTIC REQUIRE A SHEET METAL "SAFE PAM"WITH A 3/4 INCH FULL SIZE DRAIN TO THE EXTERIOR OF THE BUILDING. DO NOT DISCHARGE TO WALKWAYS OR OTHER AREAS WHICH CONSTITUTE A HAZARD TO PEDESTRIANS. ALL WATER HEATERS SHALL BE SECURED IN PLACE BY A RIGID CONNECTION OR A MINIMUM OF A 26 GA. BY 1 1/2 INCH WIDE SHEET METAL STRAP WRAPPED AROUND THE WATERHEATER AND SECURED IN PLACE WITH A MINIMUM OF 2 -16D NAIL OR 1 # 12 GA. WOOD SCREWS INTO 1 1/2 INCH SOLID WOOD STUDS OR BLOCKING. THE STRAPS ARE TO BE INSTALLED ON THE TOP ONE QUARTER OF THE UNIT AND THE BOTTOM ONE QUARTER OF THE UNIT. PROVIDE VENTS IN WATER HEATER COMPARTMENT AS PER MANUF. AND CODE REQUIREMENTS. CUTTING NOTCHING OR BORING OF PLATES OR STUDS SHALL CONFORM TO THE CURRENT ADOPTED EDITION OF THE APPLICABLE STANDARDS. PROVIDE AN 18 INCH HIGH PLATFORM AT THE WATER HEATER IF IN THE GARAGE. PROVIDE A DRIP PAN IF INTERIOR. PROVIDE A DRAIN TO EXTERIOR. PROVIDE PT.. VALVE AND VENT THROUGH ROOF PROVIDE COMBUSTION AIR AS PER CODE. Page 14 • PROVIDE PROTECTIVE PLATES AS PER CODE TO PROTECT PIPES FORM PENETRATION. PROVIDE AIR GAP ON DISCHARGE SIDE OF WASTE LINE AT DISHWASHERS. PROVIDE NON -REMOVABLE BACKFLOW PREVENTION DEVICE ON ALL HOSE BIBS AND LOW FLOW WATER CLOSETS OF TYPE APPROVED. ALL WATERPIPE TO BE COPPER. MAIN TO HOUSE SHALL BE INSTALLED WITH V, INCH "T" FOR SPRINKLER HOOK-UP TO FRONT AND REAR YARD IRRIGATION SYSTEMS. HEATING, COOLING, AND AIR CONDITIONING DRAWINGS INDICATE DIAGRAMATICALLY THE ARRANGEMENT OF PRINCIPAL APPARATUS, (PIPING DUCTWORK AND OTHER MATERIAL BY OTHERS). FOLLOW DRAWING AS CLOSELY AS POSSIBLE, IN ORDER TO ACHIEVE A NEAT ARRANGEMENT OF PIPING, DUCTWORK, AND EQUIPMENT WHILE OVER COMING OBSTRUCTIONS . NOTHING IN THIS PLAN IS TO BE CONSIDERED TO PERMIT WORK NOT CONFORMING TO APPLICABLE CODES OR SHOULD WORK OR EQUIPMENT DIFFER FROM THAT WHICH IS ACCEPTED PROFESSIONAL PRACTICE. DUCTWORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH LATEST ACCEPTED CODES AND STANDARDS. ALL DUCT WORK SHALL BE MADE WITH SHEET METAL SCREWS AND TAPED AIR TIGHT WITH CINCH STRAP WITH MASTIC. • ALL DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED PER TITLE 24 REQUIREMENTS AND PER CH. 10 UMC WITH A MINIMUM OF ONE AND ONE HALF INCH THICK INSULATION IN UNHEATED AREAS OR AS NOTED. ALL ATTIC MOUNTED EQUIPMENT SHALL BE SECURED IN PLACE BY MEANS OF LAG SCREWS OR APPROVED METHODS OVER A MINIMUM OF 4 TRUSS RAFTERS OR CEILING JOISTS IF FRAMED ROOF SYSTEM. PROVIDE AN AUTOMATIC SET -BACK THERMOSTAT WHICH SHALL HAVE THE CAPABILITY TO BE PROGRAMMED BY THE BUILDING OCCUPANT TO BE SET BACK AT LEAST TWICE IN A TWENTY FOUR HOUR PERIOD. ALL EQUIPMENT SHALL COMPLY WITH THE CEC STANDARD AND SHALL BE CERTIFIED BY THE MANUFACTURER. THE MECHANICAL CONTRACTOR SHALL PROVIDE THE OWNER WITH COPIES OF THE OPERATION, MAINTENANCE AND PREVENTATIVE MAINTENANCE MANUALS FOR EACH MODEL AND TYPE OF MECHANICAL EQUIPMENT SUPPLIED AND INSTALLED. GAS BURNING APPLIANCES SHALL HAVE A GAS SHUTOFF VALVE LOCATED ADJACENT THE APPLIANCE AND SHALL COMPLY WITH LATEST CEC STANDARDS. ALL GAS BURNING APPLIANCES LOCATED IN THE GARAGE SHALL BE LOCATED ON A RAISED PLATFORM SO THAT THE PILOT IS A MINIMUM OF 18 INCHES ABOVE THE GARAGE FLOOR. • PROVIDE A MINIMUM OF 2 SQUARE INCHES OF COMBUSTION AIR FOR EACH ONE THOUSAND BTU'S AT WATER HEATER. CONTRACTOR SHALL OBTAIN BTU RATING FROM Page 15 MANUFACTURERS SPECIFICATIONS. VENT 50 PERCENT OF THE REQUIRED COMBUSTION • AIR WITHIN 12 INCHES OF CEILING AND THE REMAINING 50 PERCENT WITHIN 12 INCHES OF THE FLOOR. MINIMUM COMBUSTION AIR PROVIDED SHALL NOT BE LESS THAN 100 SQUARE INCHES. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL REQUIREMENTS WITH THE LATEST CODES AND REQUIREMENTS. EXHAUST SYSTEMS SHALL BE VENTED TO OUTSIDE AIR. BACKDRAFT DAMPERS SHALL BE PROVIDED ON ALL EXHAUST FANS TO OUTSIDE. EXHAUST VENTS WITH BACK DRAFT DAMPERS TO EXTERIOR OF BUILDING SHALL BE PROVIDED AT ALL CLOTHES DRYERS AS PER UMC (MAX. LENGTH 14 FEET SEE CODE FOR REDUCTION IN LENGTH FOR TURNS). ROOMS WITH FIXED GLASS AND WITHOUT POSITIVE VENTILATION SHALL BE PROVIDED WITH A MINIMUM OF 2 AIR CHANGES PER HOUR WITH 1/5 FROM OUT SIDE AIR. BATHROOMS AND LAUNDRY ROOMS SHALL BE PROVIDED WITH A MINIMUM OF 5 CHANGES PER HOUR. FLEX DUCT SHALL NOT BE PERMITTED FOR HOOD EXHAUST SYSTEMS. BY OTHERS: PLUMBING CONTRACTOR: WATER, GAS INCLUDING FINAL CONNECTIONS WITH SHUT OFF VALVES. • ELECTRICAL CONTRACTOR: ALL POWER AND CONTROL CONDUIT, POWER WIRING, DISCONNECTS AND FINAL CONNECTIONS, NO FIELD SUPPLIED ELECTRICAL DEVICE SHALL BE MOUNTED ON AIR CONDITIONING UNITS AND NO RIGID ELECTRICAL CONNECTIONS SHALL BE MADE. GENERAL CONTRACTOR: CUTTING, FRAMING, PATCHING, FURRING, PAINTING AND CONCRETE WORK. AIR CONDITIONING CONTRACTOR SHALL CONFORM ALL SYSTEMS VOLTAGES BEFORE BIDING AND ORDERING EQUIPMENT AND ALLOW FOR BUCK AND BOOST TRANSFORMERS IF REQUIRED. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER, ACCORDING TO THE BEST TRADE PRACTICE BY THOSE SKILLED IN THE PARTICULAR TRADE. PIPES, FIXTURES, EQUIPMENT GRILLS REGISTERS, ETC., TO BE INSTALLED LEVEL, SQUARE OR CENTERED ETC. TO GIVE A NEAT AND PLEASING APPEARANCE. ALL EQUIPMENT IS TO BE INSTALLED STRICTLY PER MANUFACTURERS RECOMMENDATIONS, COORDINATE ALL WORK WITH OTHER TRADES. ALL MATERIALS AND EQUIPMENT INSTALLED UNDER THIS CONTRACT SHALL BE GUARANTEED FREE FROM ALL MECHANICAL, ELECTRICAL, AND WORKMANSHIP DEFECTS FOR A PERIOD OF TWO YEARS FROM DATE OF FINAL ACCEPTANCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGES CAUSED BY LEAKS AND/OR BREAKS IN PIPES AND FIXTURES UNDER THIS CONTRACT. • IT IS THE INTENT OF THE PLANS AND SPECIFICATIONS TO COVER ALL THINGS REQUIRED TO PROVIDE COMPLETE AND OPERATIVE SYSTEMS. THE CONTRACTOR IS TO FURNISH ALL LABOR, MATERIALS, TRANSPORTATION, EQUIPMENT, MISCELLANEOUS SERVICES, ETC.., REQUIRED TO ACCOMPLISH THIS RESULT. ANYTHING WHICH MAY BE CONSTRUED AS A Mage 16 NECESSARY PART OF THE INSTALLATION IS TO BE INCLUDED WHETHER SPECIFICALLY • SHOWN OR MENTIONED. THE ARCHITECT WILL GIVE ANY INTERPRETATIONS NECESSARY FOR THE CONTRACTOR TO PROPERLY ESTIMATE THE JOB. PROVIDE PERMANENT IDENTIFICATION ON ALL HEATING AND COOLING EQUIPMENT AS THE AREA OF THE SPACE SERVED BY THE EQUIPMENT. UNIT SIZE AND EFFICIENCY SHALL BE AS REQUIRED BY THE TITLE 24 INFORMATION IN THE ATTACHED PLANS. UNO. ATTIC MOUNTED EQUIPMENT SHALL BE PROVIDED WITH THE FOLLOWING: MAXIMUM RUN OF 20 FEET FROM ALL EQUIPMENT TO ATTIC ACCESS POINT. MINIMUM 8 FEET SQUARE PLYWOOD PLATFORM. MINIMUM 30 INCH CLEAR WORKSPACE IN FRONT OF FIREBOX/SERVICE PANEL. A RECEPTACLE AND A SWITCHED LIGHT OVER EACH FURNACE IN ATTIC, WITH THE SWITCH LOCATED ADJACENT TO THE MAIN ATTIC ACCESS POINT. A DISCONNECT AND RECEPTACLE AT THE GROUND MT. UNIT. 24 INCH CLEAR CATWALK FROM ATTIC ACCESS POINT TO EQUIPMENT (MAX. 20 FEET RUN). TOP OF CAT WALK TO BE FLUSH WITH TOP OF INSULATION. ALL COOLING COILS LOCATED IN THE ATTIC REQUIRE A SHEET METAL "SAFE PAN" WITH A 3/4 INCH FULL LINE SIZE DRAIN TO THE EXTERIOR OF THE BUILDING. DO NOT DISCHARGE TO WALKWAYS OR OTHER AREAS WHICH CONSTITUTE A HAZARD TO PEDESTRIANS. HVAC SUBCONTRACTOR SHALL BEAR RESPONSIBILITY TO CHECK AND VERIFY MECHANICAL PLAN LAY OUT, EQUIPMENT SELECTION, EQUIPMENT AND DUCTWORK SIZING AND EQUIPMENT AND DUCTWORK EFFICIENCY PRIOR TO BIDDING, ORDERING ,FABRICATION, AND INSTALLATION. ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO TH4E ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO BIDDING, ORDERING, FABRICATION AND INSTALLATION. MECHANICAL CONTRACTOR TO PROVIDE EXHAUST DUCTS AND FANS FOR KITCHEN, BATHS, LAUNDRIES, WHOLE HOUSE FANS, ETC.. AS REQUIRED. PROVIDE ACCESS TO ATTIC AND ATTIC MOUNTED FAU WITH 22 X 30 INCH MINIMUM (LARGER IF NECESSARY FOR THE REMOVAL OF ANY PIECE OF EQUIPMENT) AS PER UMC. ELECTRICAL ALL WORK AND MATERIALS SHALL BE PERFORMED IN ACCORDANCE AND COMPLIANCE WITH ALL APPLICABLE CODES. NOTHING IN THESE PLANS IS TO BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO ANY CODE OR REGULATION. • CONTRACTOR SHALL VERIFY ALL ELECTRICAL, TELEPHONE, ETC... SERVICE CONNECTIONS WITH APPROPRIATE AGENCIES PRIOR TO COMMENCEMENT OF WORK. Page 17 • 14 GA. AT SWITCH AND LIGHT LEGS ONLY. UFFER TYPE GROUNDING FOR THE ELECTRICAL SYSTEM SHALL BE PROVIDED. SUBPANEL AS PER SECTION 384-20 NEC SPLIT NEUTRAL AND GROUNDING. SUB PANELS INSTALLED IN FIRE RATED WALLS SHALL BE ONE HOUR RATED. SMOKE DETECTORS SHALL BE CEILING OR WALL -MOUNTED AND DIRECT WIRED TO 110 VOLT SYSTEM. PROVIDE INTERCONNECT AND BATTERY BACKUP. SMOKE DETECTORS SHALL BE LOCATED A MINIMUM 2 FEET FROM RETURN AIR REGISTERS AND 6 TO 12 INCHES FROM CEILING IF WALL MOUNTED AS PER UBC. GFI CIRCUITS FOR OUTDOOR AND SPLASH MOUNTED OUTLETS AT COUNTERS SHALL BE PROVIDED PER THE NEC, LATEST ADOPTED EDITION. PROVIDE A MINIMUM 125 AMP SERVICE TO EACH UNIT OR AS PER REQUIREMENT FOR USE. ELECTRICAL CONTRACTOR TO VERIFY CIRCUIT AND PANEL SIZES AND LOCATION. THE MINIMUM HORIZONTAL DISTANCE FROM THE CENTER OF THE BURNER HEADS OF A TOP OR SURFACE COOKING UNIT TO ADJACENT VERTICAL COMBUSTIBLE SURFACES EXTENDING IMMEDIATELY ABOVE THE COUNTERTOP SHALL BE NOT LESS THAN THE DISTANCE SPECIFIED BY THE PERMANENT MARKING ON THE UNIT. MINIMUM VERTICAL DISTANCE ABOVE BURNERHEADS SHALL BE 30 INCHES TO NON -PROTECTED SURIFACES, 24 INCHES TO PROTECTED SURFACES. FURNISH ALL LABOR AND NEW MATERIALS NECESSARY FOR A COMPLETE AND SATISFACTORY OPERATING ELECTRICAL SYSTEM FOR ILLUMINATION, POWER, EQUIPMENT, ETC... IN ACCORDANCE WITH GOVERNING CODES PROVIDE NEW POWER OUTLETS ETC... WITH ALL WIRING AND APPURTENANCES NEEDED FOR A COMPLETE AND OPERATIVE ELECTRICAL SYSTEM INCLUDING RACEWAYS FOR SPECIAL SYSTEMS (IF ANY ARE SHOWN). FURNISH AND INSTALL WIRING SYSTEMS, DISCONNECT SWITCHES AND ELECTRICAL CONNECTIONS TO EQUIPMENT COVERED BY OTHER THAN DRAWINGS WITHIN THIS SET OF CONSTRUCTION DOCUMENTS. BEFORE SUBMITTING A PROPOSAL THE CONTRACTOR SHALL VISIT THE SITE AN FULLY INFORM HIMSELF OF ALL EXISTING CONDITIONS AND LIMITATIONS APPLYING TO THE WORK. ELECTRICAL CONTRACTOR TO INSTALL MAIN PANEL DURING FOUNDATION INSTALLATION AND PROVIDE SERVICE DURING CONSTRUCTION. CONFIRM WITH LOCAL AUTHORITY FOR PERMITS AND CONDITIONS. INSTALL WHEN WALLS ARE PLACED AND BRACED. ALL CONDUCTORS TO BE PROTECTED AND GFI REQUIRED. GROUND ELECTRICAL SYSTEM TO UFFER GROUND AND 6 FOOT COPPER ROD. DO NOT GROUND OR BOND TO WATER SYSTEM. GROUND WATER SYSTEM SEPARATELY SEE 250-80 A AND B OF NEC. • WIRE SHALL BE COPPER TYPE, THW 600 VOLT. MINIMUM SIZE #12 AWG UNLESS OTHERWISE NOTED. OIL OR GREASE IS PROHIBITED AS A CONDUCTOR LUBRICANT. USE OF WIRE NUT CONNECTORS ARE NOT ALLOWED EXCEPT AT FIXTURES. ALL CONDUCTORS ENTERING Page 18 • ANY PANEL OR TERMINAL BOX SHALL BE IDENTIFIED BY USE OF BRADY LABELS COLOR CODE IN ACCORDANCE WITH NEC REQUIREMENTS. PANELS SHALL BE AS SHOWN ON THE PLANS. MAXIMUM OF 5 FEET SIX INCHES HEIGHT AT METER, SEE PG&E "GREEN BOOK" REQUIREMENTS. LOCATE ALL FLOOR OUTLETS WITH OWNER PRIOR TO POURING FOUNDATION IF APPLICABLE. PROVIDE A SWITCHED LIGHT OVER EACH FURNACE IN ATTIC, WITH THE SWITCHES LOCATED ADJACENT TO THE MAIN ATTIC ACCESS POINT. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND DEPTHS AS INDICATED HEREON AND SHALL GE BE RESPONSIBLE FOR REPORTING ANY DISCREPANCIES BETWEEN THESE PLANS AND EXISTING CONDITIONS PRIOR TO SUBMITTAL OF BID. PROVIDE A MINIMUM 30 INCH WIDE WORK SPACE FOR SERVICE/PANELS/EQUIPMENT (15 INCHES FROM BUS BAR TO OBSTRUCTION). PROVIDE MINIMUM 36 INCH WORK CLEARANCE IN FRONT OF PANELS/SERVICE/EQUIPMENT (42 INCHES WHEN VOLTAGE EXCEEDS 150 VOLTS TO GROUND). ALL EQUIPMENT SHALL HAVE A TESTING LABORATORY LABEL ATTACHED. SWITCH SHALL BE MAX. 48 INCHES AND MIN. 36 INCHES TO CENTER FROM FLOOR. r RECEPTACLES SHALL BE A MIN. OF 12 INCHES FROM FLOOR. LIGHTING FIXTURES IN CLOTHES CLOSETS TO COMPLY WITH NEC. AND SHALL NOT BE LOCATED CLOSER THAN 18 INCHES TO SHELVES AND OTHER COMBUSTIBLE ITEMS. PANELS SHALL NOT BE LOCATED IN CLOTHES CLOSET. PROVIDE QUICK DISCONNECT AT ALL MECHANICAL EQUIPMENT. LIGHTING FIXTURES FOR PRIMARY LIGHTING IN KITCHENS AND BATHROOMS SHALL HAVE AN EFFICIENCY OF NOT LESS THAN 40 LUMENS PER WATT. THIS REQUIREMENT SHALL BE MET BY THE INSTALLATION OF LIGHT FIXTURES (I.E. FLUORESCENT). SECONDARY LIGHTING MAY BE OF ANY TYPE. THE FLUORESCENT FIXTURE (OR OTHER APPROVED FIXTURE) SHALL BE THE FIRST SWITCH ENCOUNTERED WHEN ENTERING THE SPACE. OTHER TYPES OF FIXTURES MAY BE USED TO FULFILL THIS REQUIREMENT, SUBMIT ALL SUBSTITUTIONS TO ARCHITECT FOR APPROVAL. PROVIDE EXHAUST FANS IN BATHS AS NOTED AND PROTECTION AS PER SECTION 333-12 NEC. ENERGY CONSERVATION NOTES AFTER INSTALLING THE INSULATION, THE INSTALLER SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING, AN INSULATION CERTIFICATE, SIGNED BY THE INSTALLER AND THE BUILDER STATING THAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2, CHAPTER, 2-53 OF THE CALIFORNIA ADMINISTRATIVE CODES. Page 19 • MINIMUM R -VALUES SHALL BE AS PER TITLE 24 OF THE CALIFORNIA ADMINISTRATIVE CODE. SEE PLANS AND ENERGY CALCULATIONS FOR ACTUAL VALUES OF INSULATION. BLOWN OR POURED TYPE INSULATION MATERIAL SHALL ONLY BE USED IN ATTIC SPACED WHERE THE SLOPE OF THE CEILING DOES NOT EXCEED 5 IN 12. WHEN EAVE VENTS ARE INSTALLED BAFFLES SHALL BE IN PLACE AT THE TIME OF FRAMING INSPECTION. SPECIAL BLOWN TYPE OF INSULATION MAY BE USED IN OTHER THAN THE USES NOTED IF APPROVED BY THE ARCHITECT. ALL INSULATION MATERIALS USED SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION. THE INSULATION SHALL CONFORM TO FLAMESPREAD RATINGS AND SMOKE DENSITY REQUIREMENTS OF SECTION 1712 AND 1713 OF THE CURRENT AND ADOPTED UBC. WHEN LOOSE FILL INSULATION IS INSTALLED, THE MINIMUM INSTALLED WEIGHT PERFOOT MUST CONFORM TO THE INSULATION MANUFACTURER'S INSTALLED DESIGN DENSITY PER FOOT AT THE MANUFACTURER'S LABELED R -VALUE. ALL WEATHER STRIPING, CAULKING, AND SEALING OF EXTERIOR DOORS AND WINDOWS, AND BUILDING ENVELOPE OPENINGS, AS REQUIRED BY THE ENERGY STANDARDS, SHALL BE SUBJECT TO FIELD INSPECTION. ALL EXHAUST FANS SHALL HAVE BACKDRAFT OR AUTOMATIC DAMPERS TO PREVENT AIR LEAKAGE. • ALL MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED. LABEL TO REMAIN ON DOORS AND WINDOWS UNTIL FINAL INSPECTION OR UNTIL COMPLIANCE IS CONFIRMED BY PROPER AUTHORITY. WHEN PROVIDED BY THE CONTRACTOR/BUILDER, THE FOLLOWING APPLIANCES AND EQUIPMENT SHALL BE CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION: REFRIGERATORS AND REFRIGERATOR FREEZERS, ROOM AIR CONDITIONERS, CENTRAL AIR CONDITIONERS, GAS SPACE HEARERS, WATER HEATERS, PLUMBING FITTINGS (SHOWER HEADS, LAVATORY FAUCETS AND SINK FAUCETS, ETC. AND FLUORESCENT LAMP (OR APPROVED EQUAL) PRIOR TO BUILDING FINAL INSPECTION, AN APPLIANCE CERTIFICATION (WHICH IS PROVIDED BY THE APPLIANCE MANUFACTURER) MUST BE COMPLETED BY THE INSTALLER OR GENERAL AND POSTED IN A CONSPICUOUS LOCATION (APPLIES TO CENTRAL AIR CONDITIONERS, HEATERS AND WATER HEATERS.) FOR THE IGNITION OF GAS APPLIANCES, A CONTINUOUSLY BURNING PILOT IS NOT PERMITTED ON THE FOLLOWING: FAN TYPE CENTRAL FURNACES, RESIDENTIAL TYPE CLOTHES DRYERS AND COOKING APPLIANCES. WATER HEATERS ARE EXEMPT FROM THIS REQUIREMENT GAS CENTRAL FURNACES SHALL BE SIZED TO MEET DOCUMENTATION. • STORAGE TYPE WATER HEATER SHALL BE HAVE INSULATION HAVING THERMAL RESISTANCE OF R-12 OR GREATER. Page 20 • PROVIDE HOT WATER RECIRCULATING PUMP OR GRAVITY RECIRCULATION SYSTEM AND INSTALL R-3 INSULATION ON HOT WATER RECIRCULATING PIPING. FLOOR PLAN NOTES PROVIDE ONE HALF INCH GYPSUM BOARD AT.FACE OF ATTIC SPACE AT ALL GABLE ENDS WHERE EXTERIOR FOAM INSULATION IS EXPOSED TO ATTIC MOUNTED HVAC UNITS AS PER UBC 1712 (b) 2. CONTRACTOR SHALL PROVIDE THE FOLLOWING SECURITY ITEMS PER CODE REQUIREMENTS: PEEP HOLES IN FRONT ENTRY DOOR, OR VISION PANEL. STEEL PLATE AT DEAD BOLT STRIKER. WINDOWS SHALL MEET MINIMUM STANDARDS AS ESTABLISHED BY UBC STANDARD 41.2 (METAL FRAMES). UNO THE CONTRACTOR SHALL PROVIDE THE ORIGINAL OCCUPANTS OF THE STRUCTURE WITH A "HOME OWNERS MANUAL" DESCRIBING ALL ENERGY CONSERVATION MEASURES INCORPORATED WITHIN THE STRUCTURE, AS WELL AS INSTRUCTIONS ON HOW TO OPERATE AND MAINTAIN THE SYSTEMS. THE MANUAL SHALL BE PER TITLE 24 REQUIREMENTS. • ALL WATER CLOSET COMPARTMENTS SHALL HAVE A MINIMUM OF 30 INCH CLEAR WIDTH AND A MINIMUM OF 24 CLEAR IN FRONT OF THE WATER CLOSETS. THE WINDOW AREA WITHIN ALL HABITABLE ROOMS SHALL BE NOT LESS THAN 1/10TH THE FLOOR AREA OF THAT ROOM, WITH A MINIMUM WINDOW AREA OF 1 SQUARE FEET AND 1/20TH OF FLOOR AREA MUST BE OPENABLE 5.7 SQ.FT.MIN. BEDROOM WINDOWS SHALL HAVE A MINIMUM NET OPENABLE AREA OF 5.7 SQ.FT. WITH MIN. HEIGHT OF 24" CLEAR AND MIN. WIDTH 20" CLEAR. FINISHED SILL HEIGHT SHALL BE A MAXIMUM OF 44" FROM FINISHED FLOOR. THE CONTRACTOR AND THE WINDOW SUPPLIER SHALL VERIFY THAT ALL WINDOWS MEET EMERGENCY EGRESS REQUIREMENTS OF THE CURRENT ADOPTED CODE. ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO BIDDING, ORDERING, OR BUILDING. THE CONTRACTOR SHALL BEAR ALL RESPONSIBILITIES IF WORK PROCEEDS WITHOUT WRITTEN RESOLUTION BY THE ARCHITECT. CONTRACTOR TO SUPPLY MINIMUM THREE INCH HIGH TEMPORARY HOUSE NUMBERS OF EACH LOT NUMBER ON EACH HOUSE. THE JOB CARD IS REQUIRED TO BE AVAILABLE ON SITE OR IN THE JOB TRAILER. COLUMNS OR POSTS SUPPORTING BEAMS OR GIRDERS TO BE CONTINUOUS TO FOOTING OR AS DETAILED IN PLAN. • IF ANY DIFFICULTY ARISES REGARDING THE CONSTRUCTION OF THIS PROJECT NOTIFY THE ARCHITECT IMMEDIATELY. IT IS THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE Page 21 • ARCHITECT OF ANY DISCREPANCY OR OMISSION PRIOR TO ANY DIFFICULTY OCCURRING AS A RESULT OF THAT DISCREPANCY OR OMISSION. THESE DRAWINGS, SPECIFICATION, AND DETAILS ARE TO BE CONSIDERED SUBSTANTIALLY COMPLETE AND WHETHER ALL INFORMATION IS SPECIFICALLY STATED OR NOT IS INTENDED AND SHALL BE PERFORMED IN COMPLIANCE TO ALL APPLICABLE CODES, REGULATIONS, LAWS AND TITLES. ALL WINDOWS AND EXTERIOR DOOR HEADERS SHALL BE CONSTRUCTED FROM D.F. #2 AND BETTER AS FOLLOWS: UP TO 4 FT. 4" X 6" UP TO 5 FT. 4" X 8" UP TO 6 FT. 4" X 10" UP TO 7 FT. 4" X 12" ALL EXTERIOR BEARING OPENINGS OVER 7' SHALL • HAVE THE BEAM SIZE SPECIFIED ON THE PLANS. Cl ALL INTERIOR NON-BEARING DOOR HEADERS SHALL BE CONSTRUCTED OF DOUBLE 2" z 4". Page 22 .� r E'a ite Co, John and Bethli Zakrzewski 9455 Lott Road Durham, CA 95938 Dear Mr. and Mrs. Zakrzewski: LAND DEVELOPMENT DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7266 FAX: (916) 538-2140 April 11, 1994 RE: AP 056-250-044 APPLICATION =FOR DETERMINATION At the regular meeting of the Butte County Development Review Committee held on April 11, 1994, the Commmittee granted' a conditional Certificate of Compliance for the above -referenced property. The conditions are: 1. Verify legal access to the property from a publicly maintained road or state highway. 2. Provide two way traversable access publicly maintained road or state -highway. 3. Payment of recording fees ($24.00) 4. Verify usable sewage disposal area and availability. to the property from a adequate domestic water There is a fifteen -day appeal period before this certificate can be recorded unless you sign and return the enclosed waiver waiving your right to appeal the committee's decision. If the condition is met prior to the end of the appeal period, a "clean" certificate with no conditions will be issued. Should you have any questions regarding this matter, please contact this office at 538-7266. Very truly yours, Stuart Edell Manager,Land Development Division Department of Development Services SE/ds cc Planning Division Environmental Health Department Building Division