Loading...
HomeMy WebLinkAbout047-430-05741 047-43-0-017 f 98-1097 BM NIX, Tom Lane, Chico I In j 80 Felicidad 1 (new single family) l t O RESIDENTIAL PERMIT NO. 047-43-0=0.57 98-1097 BPD -4 NIX, Tom 80 Felicidad Lane. Chico (new single family) PERMIT EXPIRES OWNER CONTR. ASSESSOR PARCEL �� ^ LOCATION -Zem acv s` 2Pe4 - s p OFFICE' COPY �J, .Address 0 G `1&ja W I GAS Meter By ELECTRIC Meter By Datdo� fl CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY Temp. Power Pole ale(] Called PG&E_' '�8 jalaW - A�j ale( CIa1C313 Temp. Elec. Servij �% 't8 aalaw � Y SFf°J Called PG&E TO ssaJPPV Temp. Gas S li Ad00 — Called PG&E _ JOB FINALED (Date) Signature s V=OK O = Not OK NoApplicable Nott MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-Dep"pacing-ConnectorsSteel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 3. Sewer Location-Test-Fall-C)"oncrete 4. Wood Awn.; Posts-Beams-Rttrs.-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 -Test -Wrap; / /`L'ft / /Nat. or/ /L°ft./ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Fnng.; Sils-AnchorsStuds-Rftrs-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 Card B-1 Date Card B-1 2. Footings; Sine -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)V-Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-ConnectorsSteel 3. Decks; Girders and/or Joists-Decking-BracingStairs-Rails 4. Wood Awn.; Posts-Beams-Rttrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Fnng.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext; Steps -Doors -Lendings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w)V-Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/3 Circulating Equip. -Pool LBhtg. Boxes-Enclosures-Panelboards4ns. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 OIC O = Not OK RESIDENTIAL - = Not Applicable = Not Ready Date ^ , UNDERFLOOR (Plans) OK except #'s F Main;'Soils-Elec. GrrW.-/ L/' Ftg. Depth Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth 4. Ftgg. Porches & Decks; Soils -Steel-/ / Ftg. Depth -5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Ste ells, Garage; Steel-Blockouts- Wrapped r / 64 d Downs and Special Anchors . lab, Steela/Vrapped 8.Piers ireplace Ftg.-Steel 9, V.; Fall -Fitting -Test -21 10. UF. Gas Pipe; Size Anchors- Yard Gas Piping; Size Test (Single & Duplex) Service -Riser Conductors & Ground -Main Disconect Equip. Clearances Panels -Motors -Meeh. Epuip. Cloth s Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JIE2AANICAL (Permit) OK except #a Drain & Overflow, Size & Grade it Access -Comb. Air-Retum Air Vent 115 outlet 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 46.7 Sits Proper Materials & Anchors alts Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing D top in Walls (rat proof) Fir ops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date FRAMING (Continued) ers-Post Caps-Anchors-Connec -IT7. Cli . Joist-Rftr Ties-Purlin-roff Brac. Shti .-Rfng. Fire ce Ties or Type A Flue -Fireplace Throat clearance 49�Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles d Windows or Exiting Doors -Sill Hgt. & Dimensions 5 arage Fire Protection Framing ,52'PTperty Line Firewall & Openings t.00r�ne S -Check Garage 3rd Story, 2 Exits idth-Headroom-Rise-Run-Landing-Fire Protection _W-PlAped'on Roof Overhang -Attic Vents -Rafter Outriggers ding-Nailinq Veneer Screed -Fd. Vents-Underflr. Access 59!Shear Walls; Nailing -Bolts ALY 60. Braipolnterior / Exterior Wall Panels 62. Infiltration -Walls -Windows Ddte Card B-1 Date Card B-1 Date Ca'5W K Date Card B-1 DateINAL P ans) OK except #'s E ps-Door & Sidelight Protection -Landings SmoV�Aetez-tor umace; Ventsearance Comb, Air Conector- In Above Floor -Ducts -Meth. Protection 6Vted'room Exiting ._�& Bath Fixtures & Tub Access -Spa 65- Elec-Tdm & Suboanel. Breaker Sizes & Labels 681Stairs .Rails Mace or Stove, Clearance-Hodkh 7 . Eleg-Outlets at Wood Panel, Int. & Ext. 72!"KIL.F' &Appliance; Ground. -Air Gap -Cooking Clearance 73'Eled-Outlets & ReceDticales at Kit. CoerRer � 75. A.C. Duct in Garage -Damper 7 Htr.; Vents -Clearance -Comb. Air Conn r- .R. . In GArage,, Above Floor -Meeh. Protection 77-15'1b.. Elec. & Mech. Equip. Listed for Location 7 . ec. —Receptacles in Garage G.F.I. -Romex Protection sulation-Foam-Looked in Attic 80. gk*fdn. VBents & Crawl Hole Door Drainage & Wood -Earth No/Walks Kes 0 No/Planters 0 Yes�tES a Roof, Plbg Appliance-Fireplae€-Clearance to Openings Disconnect, Electrical, Plumbing :. Trim, G.F.I. Receptacle -Underground 'hrouaht House 90--C-orrections fwrd Previous Inspections Gas eters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval f94Energy Compliance Certificate -Other Certificates Date -9 g CardB-lVff Date Card B-1 Date '?-16.4q Card B-1 VLJ Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 Date QN/ Card B-1 &-'r> Date Card B-1 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #s 177 WW Htr.' t -Access -Combustion Air Baffle Pipe; Test &Anchor- Nail Protection Date Test Fittings &Anchor- Nail Protection hower Pan; Test, First Floor -Tub Access t Tub & Shower, Second Floor -Tub Access Gas Pipe; Sixe & Anchors Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s fixture & Transformer Clearance -Ins. Protection 24 E ec. Receptacles Spacing -Lights & Switches at Doors 25. q:i_Aqxes & No. of Conductors §taRW- 2e_RomeA.ge of Studs & C.J 7. Equip., Gro ade u w h astners-Bon as 28. 2 Appliance Circuts in Kitchen & Conductor -Size GFI ubfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral f1 Yes n No Service -Riser Conductors & Ground -Main Disconect Equip. Clearances Panels -Motors -Meeh. Epuip. Cloth s Closet Light -Shower Light -Spa Light moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date JIE2AANICAL (Permit) OK except #a Drain & Overflow, Size & Grade it Access -Comb. Air-Retum Air Vent 115 outlet 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 46.7 Sits Proper Materials & Anchors alts Studs -Nailing Spacing & Braces -Plates -Sound 4 earing Walls over Girders & Floor Nailing D top in Walls (rat proof) Fir ops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date FRAMING (Continued) ers-Post Caps-Anchors-Connec -IT7. Cli . Joist-Rftr Ties-Purlin-roff Brac. Shti .-Rfng. Fire ce Ties or Type A Flue -Fireplace Throat clearance 49�Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles d Windows or Exiting Doors -Sill Hgt. & Dimensions 5 arage Fire Protection Framing ,52'PTperty Line Firewall & Openings t.00r�ne S -Check Garage 3rd Story, 2 Exits idth-Headroom-Rise-Run-Landing-Fire Protection _W-PlAped'on Roof Overhang -Attic Vents -Rafter Outriggers ding-Nailinq Veneer Screed -Fd. Vents-Underflr. Access 59!Shear Walls; Nailing -Bolts ALY 60. Braipolnterior / Exterior Wall Panels 62. Infiltration -Walls -Windows Ddte Card B-1 Date Card B-1 Date Ca'5W K Date Card B-1 DateINAL P ans) OK except #'s E ps-Door & Sidelight Protection -Landings SmoV�Aetez-tor umace; Ventsearance Comb, Air Conector- In Above Floor -Ducts -Meth. Protection 6Vted'room Exiting ._�& Bath Fixtures & Tub Access -Spa 65- Elec-Tdm & Suboanel. Breaker Sizes & Labels 681Stairs .Rails Mace or Stove, Clearance-Hodkh 7 . Eleg-Outlets at Wood Panel, Int. & Ext. 72!"KIL.F' &Appliance; Ground. -Air Gap -Cooking Clearance 73'Eled-Outlets & ReceDticales at Kit. CoerRer � 75. A.C. Duct in Garage -Damper 7 Htr.; Vents -Clearance -Comb. Air Conn r- .R. . In GArage,, Above Floor -Meeh. Protection 77-15'1b.. Elec. & Mech. Equip. Listed for Location 7 . ec. —Receptacles in Garage G.F.I. -Romex Protection sulation-Foam-Looked in Attic 80. gk*fdn. VBents & Crawl Hole Door Drainage & Wood -Earth No/Walks Kes 0 No/Planters 0 Yes�tES a Roof, Plbg Appliance-Fireplae€-Clearance to Openings Disconnect, Electrical, Plumbing :. Trim, G.F.I. Receptacle -Underground 'hrouaht House 90--C-orrections fwrd Previous Inspections Gas eters Tagged, Gas -Electric er & Sewer Connected -C/O to Grade -HD Approval f94Energy Compliance Certificate -Other Certificates Date -9 g CardB-lVff Date Card B-1 Date '?-16.4q Card B-1 VLJ Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: �—.vn,�,�,�:;�� .�,,, ..' n.�---'..'•v.�w'_'w�ss-.vim'..-.rte..--- --t. ,r.•^.�s.T_. COUNTY'OF BUTTE _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 Y S II 4 CORRECTION NOTICE ER PERMITNO., A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Htv 10/V2 COUNTY OF. BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)"538-7541 CORRECTION NOTICE OWNER PERMIT NO. k A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, pjga&Qjcontact this office immediately. 2 1f - - REV 10/92 In LIP 41 7. I COUNTY OF BUTTE _. BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 3 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 4 ,r CORRECTION NOTICE )AL OWNER PERMIT NO. 7. _. 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 3 is completed. If you have any questions pertaining to this matter, or need additional explanation, Date ��i- Inspector ZdAco REV 10192 9 ENGINEEREDMOOD SYSTEMS —...—... _. �.'r..r.��..�.r. -..n.• .—...rte. �� AP%A;VML7' Certificate of Confor- mance Certificate 053243 THE UNDERSIGNED MANUFACTURER HEREBY CERTIFIES that the structural wood products identified below and marked with a collective mark of Engineered Wood Systems (EWS) were man- .ufactured in accordance with the specifications indicated below. ANSI Standard A190.1-1992, for Structural Glued Laminated Timber.. O PROOF END LOAD JOINTS Job Name WESTERN WOODS .Job Location CHI CO, CA Customer's Order No. 61096 Date '06'- 17-98 Mfgrs Order No. 5 7- 0 6 3 3 11 , "gq �%moi' 3,5z�` a�i�a 3�%%L �/% Signature yt rk Title TECHNICAL DIRECTOR Company WILLAMETTE IND_ Address VAUGHN, OR Date 06-17-98 IT IS HEREBY CERTIFIED thaqAesr fifu`etural glued laminated timber production of the above-named ; manufacturer which carries a collective mark of Engineered Wood Systems (EWS) is subject to regular audit by Engineered Wood Systems, such .audit consisting.of the inspection with :reasonable .frequency - of the manufacturing process, with adequate sampling to verify the quality of glulam .construction and the adequacy of glue bond. by Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS - A RELATED CORPORATION OF APA COUNTY OF BUTTE r BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 89172751 7 County Center.Drive • Oroville, CA • (530) 538-7541 4 A CORRECTION NOTICE -_ pyx OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need'additional explanation, please contact this office immediately. :541 'e 'Q4g--he'15 IUB . �- �3 -- 5`� r `` r CITY OF CHIC'O MEMORA-'N* DUM CITYorCHICO INC. 1872 TO: ROD TAYLOR, BUTTE COUNTY DATE: July 30, 1998 BUTTE COUNTY BLDG PT. FROM: ADPW' HISLOP FILE: AVIG. - NIX RE: AVIGATION EASEMENT FOR TOM NIX For your information and records, a Grant of Avigation Easement for Tom J. Nix and Sheri L. Nix for APN 047-430-057, Lot 6 of the Justin Manor Subdivision on Felicidad 'Lane -off Keefer Road has been fully executed by the owner, which satisfies one of the conditions of his Butte County Building Permit. AMD s:\connie\forms\avig\taylor.mmo CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 �\LOT M 6rn,1V l� C��Vv ❑ 3243 INDUSTRIAL DRIVE, YUBA CITY, CA 95993 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 C.k � j ( ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 �� ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SOUAREFOOT3%t( INSTALLED THICKNESS a LS KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER f:b'poA W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE —INSULATION CONTRACTOR ^ - TITLE MANAGER DATE —7 w V V (. d SIGNATURE—GENERAL CONTRACTOR TITLE DATE REMARKS: f o►n,T 4-�z 173,06 4-10 7 SIC -303 BUILDER COPY 5 r \ COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541��� PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT d`2" 7 ASSESSOR PARCEL NUMBER 047-430-057 ZONING SR1 BUILDING PERMIT ' OWNER NIX, TOM TEY4'p r�178 SO. FT. OCC. BUILDING VALUATI N OWNER'S MAILING ADDRESS 720 CHURCHILL DRIVE, CHICO 9592.654 2531 R 74.00 13 554.00 CONTRACTOR'S NAME SAME TELEPHONE C 4,758.00 CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER REDDING BANK OF COMMERCE LENDER'S MAILING ADDRESS 636 E. IST AVENUE, CHICO 95926 Fireplace A 1 500.00 Total Valuation $ 96-499.00 ARCHITECT OR ENGINEER GREG PEITZ LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 839.00 ARCHITECT OR ENGINEERS MA UNG ADOR SS X907 MANGROVE, CHICO Plan Checking Fee $ 949-39 BUILDING ADDRESS 80 FELICIDAD LANE, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE S 1.427.35 LOT NO. 6 ggp �g�pNg JU llV iii°11 11\\ "M 1 11V NAS WNOR PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1JJ 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW 4 BEDROOM SINGLE FAMILY RESIDENCE. Gas piping system 1 - 5 outlets 15.00 on Building sewer —15 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE $ - ELECTRICAL PERMIT Fling Fee 20.00 aOVO R LESS Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu force and effect. 5425 License Class LIC. No. OWNER -BUILDER DECLARATION! I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To 1000A 46.00 NEW CONST. DWELLINGOCCUP. OR ADDNS. ( g A.C. BLOS, 3.5¢sSO; NEW CONST.MULTI-OUTLET NON-RESID. ANC CI c 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ I.50 PPLNS Ex. Occup. ouTLEEDTs RES OR EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 157.95 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. )W I 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 ST`CL FtA )4 T -I'1 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling 9n on Hood 6.50 Ventilation PERMIT FEE $ Policy Number 152 310 o —9S (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth 'th comply with those provisions. — / _ O� X ll _ �__ Date ----- Signature of Applicant - ,B -Owner ELContractor ❑ Agent An OSHA permit is required for excavations over 60" deep !9d demolition or constructiony of structures over 3 stories in height. �z S Mobile Home Installation Fee $ Energy Inspection Fee $ 46 -no (j �� prz �V � PTAAL FEE $ 1,886.80 HAZ. F IMP ROOD .-- CDF • PA(i�t PD V HD ISsuE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON -(j the applicable provisions Resolutions to do work been paid. //Dated (Date) ReceiptNo. 23682 25.35 �#$ WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT - 91,!K -1'0f0,9 ASSESSORPARCEL NUMBER /' r r �^' S ZONING S BUILDING PERMIT OWNERC/ /JIF/ TELEPHONE ` g SO. FT. OCC. BUILDING VALUATION 7 61 OWNER'S MAILING ADDRESS CONTRACTOR'S yi ,,,, TELEPHONE WC 44:7 a CONTRACTOR'S MAIUNG ADDRESS CONSTRUCj10N LENDER /%C/ iv G 6 -Al k 0—,- Fireplace X IS LENDER'S MAIUN AD ESS J C—, e— 011co Total Valuation $ % ARCHITECT OR (NEER &� PE/7'Z LICENSE NO. Filin Fee $ 20.00 Permit Fee -- $=( ARCHITECT OR�NEEWS MAIfORE pa41 Plan CheckinFee7 $ BUILDING ADDRESS J70 16�5L� �, / � Energy Plan Checking Fee $ Z C 4. $ PERMIT FEE $ LOTNO. SUB NS NAME T7 A-) PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 j TYPE OF WORK New '< Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: A�Eaj 4 04Fz-W&,o /-.",? �rAyy//G/ /2S/ LYLcitJ(' Gas piping system 1 - 5 outlets 15.00 . Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ^� ELECTRICAL PERMIT Filing Fee 20.00 Main Service z�oonoA�ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fU orce and effect. L� / / 11 1 License Class Lic. No. L T tJ OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work. and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the -project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION I 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 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth comply with those provisions. Xi _ - ___ Date Signature of Applicant - r�Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. ! 3y Main Service 400A To 1000A 46.00 NEW CONT. DWEwNO OCCUP. 3.52so - OR ADo"s. a Acc. eLos.94 NEW CON . MULTI.OUTLET NONREsID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIA. Ex. Occup. OUTLET OR FDRURES aAL @ ':50 Ex. Occup. ouxTiETS A D.LNSoew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ } MECHANICAL PERMIT Filing Fee 20.00 Heating i'��-- Cooling Hood 6.50 �, Ventilation ✓ PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ — occ . CONT. TYPE T TAL FEE $ HA2. D. FEES IMP FLOOD COF n PO TrI ISSUE This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable pro isions Resolutions tc d • work been aid. / 8 d Date _ Data Receipt No. Z WHITE -D.D.S.-B.O. N RV -AS ES R PINK -IN E TOR GOLDENROD -APPLICANT ^•(-�+ :% �'�'Si.Y.biirK"y-`" - ``.ate k" �4•� y.tifvr-+y�+Wv'rv..�"r�,j..;r d"i»n --✓-w F .,v1„�.e,.rr{}-S/At ..-, na BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School. rDistrict . i N lre O Building Department No. • A.P. Number O�%�— y3y�S% Jurisdiction: City ® County Property Owner • TQ/f J All /X, Property Location/Address 8o F£L I C/ BA .1 Subdivision /��= y^n & d/) Lot No. w Residential Development M Sq. Footage zS3 k_ No of Living Mobile Home Addition (Group R) Units Installation _�.„ :, � .... � is � t • F . �.`:'� Commercia171ndusfrial..a-C''":rc.p-�-;•3c��?;s �.r-ix;+r�'d *;Y'3�`v.tiv�:+{.»�,6 �t�..;r_�n:�a_,..t ew:si:,tu.'.yc;�, +� $Fj FOO g �P�'?�'�°s,r.:..-w.etyrc'wr ra�-r.n�.�ksr New Addition Addition (Including Exterior Building Department (Noor vians reviewed by scnooi uistnct Nersonneo District Identification No. Roofed Areas) Date le- 2d ^� School District certifies that ZKY✓7 (Applicant) ��� ��- (Street Address) (Phone Number) (City) v- - (Sta"te) (Zip has. complied with the requirements of Resolution No. Jr' -4— by payment of $ reresent n3 .. �' ".�'►:-. � .! ..� � t_ � � �, �;_ _ ..�,,, .*- - p �"�'1 i r square feet �' •'f ��;` 'B-2926a�'3�•�'� S -��-� � •; iS LL MITIGATION ' $ School District Representative Date Paid by Check # Remarks: r, 04 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 660201a), 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 LFee Certification Form, the School District'is notified by the applicable Local Planning Agency that this project is being reviewed under the Calrfornis Environmental Quality Act (CEQA) ,'> ';• this project may be subject to additional school fees to fully mitigate its impact on the school disinct's sch�oois. :.r'•' White (applicant), Yellow (building' department), Pink (school district) "''' feeform.xls (2/97)dmm pt+r r BUTTE COUNTY PARRS DEVELOPMENT'FEE CERTIFICATION FORK CHICO AREA RECREATION AND PARR DISTRICT Assessor Parcel Number(s) ? Q -r7 Property Owner Project Location/Address (FQ oce-LI C Subdivision Lot Number(s) Residential Development: (check one) -.11 , New Development _Alteration/Addition Mobilehome(s) Non -Residential to Residential Totai'Number of Dwelling Units Comment: i _ r '7� Building Departmen Representative Date Chico Area Recreation and Park District(CARD) certifies that rr� /116e, 6/74 (Apel=icant Name) (Phone Number) .,-(Street-.Address) (City) (State) (Zip Code) has* -complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ CARD Representative PAID BY CHECK NO. BANK NO. 1 PAID BY CASH RECEIPT NO. REMARKS: Distribution: White --Applicant Pink --CARD park.fee (form revised -11/90) 7-b-9�, Date h Yellow --Butte Co'. Building Dept. - — GoI denrod--City of Chico Building Dept. x+ . �3„aid"��� ���5'".` �t.�yy'ti�r�"i�r;.T •.,n-.n'"�.�'+vR�%Mi'4�.�.'�"s: . � i��v�•,�a•-�:,+����'T�«...'''1 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION - 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 i PERMIT APPLICATION DATA SHEET OWNER:' ! 6 Al N Y ASSESSOR PAR Proposed Building Use: ; R Q Building Inspector:C ER: Date: �/— At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 4r ❑ 1. All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans. 113. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. erigineered truss details and layout in duplicate (required prior to plan review) No faxes! Cp-18,018 nergy Design Compliance and supporting documentation. ❑ 7. Statemen f Intent for Non -Heated and A/C Buildings. El 8. Haz ous aterialForm.'�. ❑ 9. tured Home data and installation instructions including Tie Down Specifications. s of $ 2,6 qs pact fees as shown on the attached schedule. ❑ 12. California Department of Forestry plan approval/fees. ���❑ 1313. Flood elevation certificate. ?]�Y,�Sanitation and plot plan approvalC� /�O Health Department. l.G , 18- 1115. 8 . of S ff ❑''1155''. City of Chico plumbing permit. t ❑ 16. Plot plan and business license approval from the City of Biggs. ❑ 17. Planning approval for (A) Use: (B) Parking: ,Contact Land Development about d Improvements, ❑ Drainage, tf Legal Parcel. 1 . Encroachment Permit for driveway (construction approval prior to occupancy). 0. Pre -inspection for required. I�CVontrac t T's -license informtion.(Number,Name Style,Classification). orkers'Compensation carrierandpolicynumber. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). 024. Letter of signature authorization. 025. Recorded copy of Agricultural Acknowledgment Statement. 026. Letter of intent on building use. 027. Manufactured Home utility clearance. C 1:128. Existing violations and/or expired permits. ❑29 433 A, ❑Grant Deed, ❑ M.H. Title, C3 Check to H.C.D $ ❑ Other: S I G N £ ii 4 V f_K4=c.. G(.i f FA sl A_A f evT- Ser 4e 6 if )a_ L 4w'zx 'e -;r / ei- When you issue the permit, process as follows ❑Mail t'o owner, ❑Mail to contractor. d. K' PO ❑Telephone and hold for pickup at CAlla office. ❑ Deliver withinspector Applicant: l�Vr'%%t`�1 ate: Ae Co g `18 EXPIRATION OF APPLICATION Applications for which a permit has not been issued, will expire by limitation one year'after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. FEE REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made it no construction work has been done. Filing fees, plan checking fees for work plan checked and other department costs are not refundable. Original - Applicant TO: Building Department - 6),WVzI& FROM: Environmental Health - Chico SUBJECT: Sanitation Clearance •-;�, T1 • E.H. USE ONLY Plot Plan Attached Floor Plan A ached L/ Sent to B.D OL/ T Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance forO elling. Other Hold final for: Final clearance O.K. for: NOTE: T` Cle Environmental Heal •. Specialist ate i..Fw..rr`VFN'�"�ir'Y'%Gi�.y-A►1�:..IPiJdf�7�+�y1"�.dM9'F�'JiR�v�'11�"i�'K�`';��"..'r',p,�i•�M4�17ni5;,R4:. :': l'_ i(J�. �: i-rG'7'.'4y�:i�'�nj 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 TI A.P. # 4i�-- 4 S Z PROPOSED BUILDING USE DATE REC # nUILDING PERMIT FEES r —�� �; -- Balance Due ................ $ 4 -- Additional Fees Due ........... $ /266'U -- Additional Fees Due ........... $ m Checking Fee ....... $ DISTRICT FEES strict Office) FEES (paid at Building Division) or ....... x $360.00 = $ A 4 'nits Commercial (sq.ft.)... x $0.03 = $ Sq. Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ #Units Amt. Commerc'al (sq.ft.) .. x =$ Sq.Ft. Amt. 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. WATE ENDER FEES (Battalion # ) $200. (paid at Building Division) 9. SA 87 TRAFFIC FEE 2500.00 (paid at Building Division) _ DATE REC 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. /" / APPLICANT / DATE (0// Original -Owner Copy -Building Div. (Rev. 12/96) n"Y�i. AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVH,LE 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:' r, STiaJ m�nJo2 6 05C VIS 1oA 80 FE(.,I CI bA D LIJ e/4 t Cc C �Q . � P , � 047 ¢30 - os- SEE SSEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PAPT HEREOF,'t,1' FOR LEGAL DESCRIPTION Date: • June 29, 1998 PROP OWNERS: Tom J. NW Sheri L. Nix State of California ) County of Butte ) On June 29, 1998before me, J. Whitsett, Notary Public personalb, appeared Tom J'i Nix and Sheri L. Nix personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within irWrmtent and acknowledged to me that he/she/they executed the same in his/her/their authorized capadty(ies), and that by his/her/thein sigoo (s) on the i Wnunent, the person(s) or n ' u o b If of -WN a rso_n(s) acted, executed the instrument. J. WHITSETT WITNESS my hand and official seal. COMM.# 1069222 SETT D NOTARY PUBLIC -CALIFORNIA (� =-L�Q COUNTY OF BUTTE w Signet4 Seal: My Comm. EXPIM Aug. 20, 1999 A.P.# 0y7- 00 —05 / Recorded Official Records I REC FEE 13.00 I COPIES 1.00 County Of I Butte I CANDACE J. GRUBBS I Recorder I 11:23AM 30 -Jun -1998 t I PageyI of -3 i 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:' r, STiaJ m�nJo2 6 05C VIS 1oA 80 FE(.,I CI bA D LIJ e/4 t Cc C �Q . � P , � 047 ¢30 - os- SEE SSEE EXHIBIT "ONE" ATTACHED HERETO AND MADE A PAPT HEREOF,'t,1' FOR LEGAL DESCRIPTION Date: • June 29, 1998 PROP OWNERS: Tom J. NW Sheri L. Nix State of California ) County of Butte ) On June 29, 1998before me, J. Whitsett, Notary Public personalb, appeared Tom J'i Nix and Sheri L. Nix personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within irWrmtent and acknowledged to me that he/she/they executed the same in his/her/their authorized capadty(ies), and that by his/her/thein sigoo (s) on the i Wnunent, the person(s) or n ' u o b If of -WN a rso_n(s) acted, executed the instrument. J. WHITSETT WITNESS my hand and official seal. COMM.# 1069222 SETT D NOTARY PUBLIC -CALIFORNIA (� =-L�Q COUNTY OF BUTTE w Signet4 Seal: My Comm. EXPIM Aug. 20, 1999 A.P.# 0y7- 00 —05 / I RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: N /K- BUILDINGP ER: i8- lOGI % PLAN CHECKER: 4T A P. NUMBER: Q 1f7 100 -Of7 Zoning requirements: (side yards and number of permitted living units). ,2!- Valuation. 3! Plans signed by designer. d� Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). /7"' Recorded notice of violation. PLOT PLAN: .Y. Complete parcel size and dimensions. lY.' Setbacks, side yards, easements, etc. i3' Other buildings or structures. Grading, fills and/or drainage. 8" 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. )K Building or utilities across lot lines (Record form). FLOOR PLAN: ,1! Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). eY Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). fa! 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. 1,0� Garage firewall, door size and closer (Section 302.4). Yl Minimum of one TO" exterior door (Section 1004.6). 1,i Fireplace and wood stove location, alcoves and clearance. > Smoke detectors (Section 310.9.1). 4. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAII.S: I& Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). ,2� Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. 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. Rafter ties or bearing ridge beam. / Fireplace construction details and calc. if necessary. Yl . Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. X6. Header size. Sheetrock nailing inspection required? July 1996 3.2 NUSCELLANEOUS Ir Stairway details: landings, rise and nm, head clearance, handrails (Section 1006). X Guardrail details (Section 509). ,3' Brick or stone veneer (Section 1403). Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). 6., Roof covering type - (fire hazard). X Foam insulation - protection. 36' halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. Two exits on three - story dwellings (Section 1003). lr% Underfloor access and ventilation (Section 2317.7). 11. Attic access and ventilation (Section 1505). 14. Combustion air for fuel burning appliances - L.P.G. requirements. Y. Noise requirements on duplexes. 3,5' Energy design. I Flashing at all exterior openings. �j C.D.F. responsible area requirements. July 1996 3.3 _ 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-35.5-7010. _ ;)in traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Dhdskn. 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. - 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. S G // 0 V 0-F(-1 b Fir C f -Lf "6227T 22. j 23. 24. 25 26. 'Ala INNMO131130 ONVI Ril"18 30,k=63 8661 6 0 N n f C13AI333H LD 7/96 CAWP51 TORMS.K\BLDGPERM.CLR LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE BuiidingPermitft. 98-1097 OWNERS A.P. NAME: TOM N*tX NUMBER: nG7—h'1-0-n57 PRINT LAST NAME FIRST COUNTY ZONING i DESIGNATION: S� FLOOD ZONE: FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLE PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: 'YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: 1,38 q 4 DATE OF RECORDING 11 4 / / (� LOT BOOK 1,3 8 PAGE COMPLIANCE WITH OLD SUBDIV ON 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/NO DIVISION UNLESS OTHERW/SENOTED. X,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. 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) r,.YasS �c:�'..e:� i�..d�'-e•::1='�'.ilv'.!�y„c:✓,. . r�i �.�,s.•r.✓-t:'!K. f<.,f::i- x. ,.>tn.! / ..:r,.,• rn co O S , ^ O LJ J DG m m D D C m 0 0 a z o �CLD U1 N.. 0 N Z X D l Dpi D m D� • � CD o � 00 � Q1 o' f Dt rn �j01 D1 o rn L� C. Q Dl o CD cIL D2 D2 I.ID2 D2 D2 02 D2 D2 03 D4 m m m 0 m CTI D DS DS _ DS n n n n 6 o m N I I cl D6 07 r C N D ENT ArrnvD D D7 D TA 7 FI_., Y X J_.. U1 0 0 f 0 �z 0 Jun -H. 1998 4:13PM MITEK INDUSTRIES INC. Nor3371 P - 1 =.=««ACES -32 Ver. 1 .1»»= a=====_ 268919 ] ==W=MM====a««MOSS»»========= Customer NIXWed Jun 10 10:08:44 1998 Project #: RH3050 Truss ID •.r AGE Family # : 101 12-4 Quantity �"`�1 Top Pitch : 9/12 Span - _ .=BId(4/20/1998) 1 1m===mm==mm `===mc=am.a===u��==amc=amc====smcC=Camac===emcc-=m�cc== NOTES: 1 -Gable stud spaced at 16 inches o.c. i 2 -Brace vertical Iptuds n accordance with standard gable end detail 3 -Continuous be ring pprovided alon entire bottom ciord 4 -Prov de 1X4 plates 8t each end o gable stud unless otherwise noted 4) 6-2 6-2 JU 1�_ 8 4X4 6-2 1 12-4 6-2 6-2 ;4 L HL TO PK:7-8-8 R HL TO PK :7-8-8 LEFT HEIGHT:0-4-10 jSPAN:12-4 -' RISE:5-0-2 RIGHT HEIGHT:0-4_10 =mc= .cc===mcc-=sm== LOADING �(PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD:2X4 No.Y&Btr7GR DF -L TOP 16 7 BOT CHORD:2X4 o—.-1&B-tr GR DF -L BOTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L mo cPAc=ps�cc==.m_m-c-cc STR.INC : LUMB 1.15 PLATE = 1.15 CS CING 24 T.0. in. -o-=c,../ REPETITIVE STRESSES USED NO. OF MEMBERS = 1 � DEFLECTION(IN.) L.L8 0.0O,D.La0.00,T.L-0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-1CBO,TP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS R£OD)OONSULT BLDG ARCHITECT OR ENGINEER. w�SdaS•.'W+Vi.4•]�.kC+.d'.�CX ...Ytf..'p}a�.Ab.. �� 1r.i Vs-:. i:JiAwC _ .: A�.. x.;. i.e.�n. _..Y�Y:.v..� -r � t✓ wa...� ..... .i -J am Jun -ll. 1998 4:13PM MITEK INDUSTRIES INC. No )371 P • 2 -=p««ACES-32 Ver. 1.1»»==l====l-!! ( 268920 Customer : NIX r" Wed Jun 10 10.:08:47 1998 Project #: R2-4 Quantity :-IPG Top1Pitch : 9%12 _ Span - =-Bld(4/20/1998),v1.1===alc===l�===emo==alm===alms==!l==�l====-nl=-�=alm�oT-- ! =cp=== TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR M1+T DSTR p�C. 1-2--351 3-4. 277 2-4■ 84 1■ -465 3.50 2-3=-351 -4-1. 277 3■ -396 5.50 �4R�F_ E��' �E RSO{- N/ %%�-fOP CHORD FROM`JT=TO JT-- 2'TO BE SHEATHED OR L.BRACEO_AT,{_IN,-O.C.-MAX; 1 kxq 41,ee( sk� 6-2 6 oa7919 EXP 9-30-00 J,t0rC'UF � IX4 1X4 6r4/1-6 A; "7 "7y�o, !2 L� 6-2 I 6-24 4X4 L HL TO PK:7-8-8 R HL TO PK :7-8-8 LEFT HEIGHT.0-4-10 [SP- 5-N 7 RISE.9-7-10 RIGHT HEIGHT_0-4-10^ -plc=---nc---=am=C=�IDcc===Svc==..lC----Jl---.-aG---.-l----•a•----ac=--=mac= =mac .c LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.500 TOP CHORD:;2X4'- No.X&Btr?GR DF -L TOP 16 7 BOTT 3-4=0.157 BOT CHORD:-2X4_-No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.04=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE a 1.•15 'SPACING— 24`•'0 in -Lo REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 1 LOADING STRESS INCREASE LOADING LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM PANEL(PLF) / JOINTS(LBS) 1. 2e 69 2- 3. 46 3- 1. 14 DEFLECTIONG N.) L.L■ 0.00,D.L■O.00,T.L-0.01 PLATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, 1JBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. .._.e=u.+i.i.::tr..-, t::.*.:i,.G.trG.s._:?i! ..:eG.a. o.....r...�;............v.r.�.H.«ul..t<./s..t...si�.,..r>-.-....... ...-._.._•. _........ ..,,....N .._..,-c.......... ..se r.w..•.l..r ..,. ...•.� o-.••1e:+.':�>L^r..v��a_• ;�.a �GC.:i�'^' - _ Jundl, 1998 4:14PM MITEK INDUSTRIES INC. No -.3371 P. 3 ===«ccACES-32 ver. 1.1>i>ix=c=xa=3��a[ 268921 �==--==x:C=xGGGGMOss11%%tea=== Cus>romer NIX � _ Wed Jun 10 10:08:50 1998 Project # : RH3050 Tris* , ID :CB� Family # 104 Span 24-8 Quantity 1 Top Pitch 9/12 ==Bld(4/20/1998),v1,1==arc=e-�a==-rac=sir== TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC, 1-2--870 5-6= 667 ' 2 -7■ -220 1■ -851 3.50 9 � 2-32.769 6-7= 465 3-7. 357 S■ -731 3.50 8 C 3-4--769 7 -to 687 3.6. 357 QROFESS/O 4-52-870 4-6=-220 PLATE OFFSETS (X=LEFTY=TOP)t(17=3,2), w 4 6-4-3 I 12-4 I 1C-�-+� 6-4-3 5-11-13 5-11.13 6- 4X4 K-Z�.-07r CNII OSP CALIF axa 8-0 8-8 8-0 (5 L. HL TO PK:15-5 R. HL TO PK :15-5 LEFT HEIGHT:0-4-10 SPAN:248, RISE:9-7-10 RIGHT HEIGHT:0-4-10 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2-0.294 TOP CHORD.RX-4 No`.1-&Btr GR DF -L TOP 16 7 BOTT 5-6=0.298 BOT CHORD:.2X4 No..1&Btt GR DF -L BOTT 0 7 LL.DEFL.®6=0.02 < L/360 WEBS :2X4 STANDARD GR DF -L paoC om®C pmcc =_=��C—Cx=iCCC-ea==�xaaCO�=-s-c-.00=sc-o=C=s-cC.=eca0= NG REPETITIVELSTRESSESIUSED PLATE 1.15 NO. OFF MEMBERS in. 0. DEFLECTION(IN.) L.L• 0.02,D.L=O.02,7.L-0.04 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JO I NT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN 19 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. : +:..._.. .s....n. ro+...-......-. ..— .. - ....r.......s. : wr c:; ..d+YSiw..s%: T ^.7"f _.. a;:....:�w ....r."'15:Yr%L':JT:C.^:,U'�.+'.✓.'a,��..^d:.:.n.✓..K.s::•n.»...rr� n+]:.�i:.r. isx...:s�a :.'�3x=1w.«c..-....»-..-.-.» ....+ � r 5+ Jun.11. 1998 4:14PM MITEK INDUSTRIES INC. NoJ311 P. 4 .c=4<«ACES-32 Ver. 1 .1»»�______�__' � 268922 ] =-======.._«<<MOSS>>»a======== Wed un 10 10:08:54 1998 Customer Project #: RH3050 Truss ID Quantity Cii 2 Fami y # : 108 Top Pitch 9/12 Span : 24-8 --Bld(G/20/1998),V1.1==.c==a.c==-.ccs=..==--=====.c===vc=-= _ REACTIONS SIZE TOP CHORD 1-2=-9113 BOTTOM CHORD 7-8- 7271 2 -10■ -119 WEBS 6.8■ -119 1■ -7303 3.90 JUN 1 1 1998 2 -3■ -9009 8-9■ 6082 3-10. 3650 7=-7303 3.90 3-4=-6070 9-10. 6082 10-1= 7271 3 -9■ -2255 4-9. 7101 QUO lC) O 4 -S■ -6070 5.9■ -2255 O0 5-6m-9009 •�1 (� 6.7=-9113 5•e= 3650 L PLATE OFFSETS (XmL6FT,Y■TOP):[13=6,2),[74=3,2],[15=3,2].,[)8=5,4),[19=6,5),[)10-5,4), 4 -11-14 3-11-14 3-11-14 7X6 EXP 9.30-00 74 -11-14 4-4CNIL q�Oc c�L>FO 4X5 2X3 WEDGE 10X10 12X12 10X10 2X3 WEDGE 6-4-3 6 4 3 12-4 1 -3-13 24-8 I 6-4-3 5-11-13 5-11-13 6-4-3 Tt�,El f-7- L HL TO PK :15 - 5 R HL TO PK :15-5 LEFT HEIGHT:0-4-10 SPAN.:,24-8'-� RISE:9-7-10 RIGHT HEIGHT:0_4-10 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.321 TOP CHORD,.2X4----No-1&Btr-GR DF -L - TOP 16 7 BOTT 7-8=0.811 BOT CHORD-:-2X8_SS_-GR _DFL--- —=� $OTT 0 7 LL.DEFL.@9=0.11 < L/360 WEBS :2X4 STANDARD -GR DF -L . c = = c .. c c = =vac = = c . n c - --. � . o = _ _ _ .. _ _ _ _ • o = = c � . c c = c v . _ _ = e .. c c - = a . c c = _ _ . c c = c c c - � . c c = STR . INC .: LUMB = 1 .15 PLATE = 1 .15 (HPOA pFGMEMBERS-int _o;. REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 7= 46 7- 1= 554 (WE6- 44 -TO BE 2X4— No.188tr GR'DF:L 2'MEMBERS'NAILED TOG. W/1 -ROWS) OF .1310nin:-NAILS': o:c:(TOP'CHS�),AHD'2'ROW(S)-OF':1310'in: NAILS'S°tn:-o:c(BOTT:� CHS jForWobY.use_l-ROW-of-NAILS 12 -in. -o, c. -------- DEFLECTION(IN.) L.L■ 0.11,D.L■O.09,T.L=0.20 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Jud ], 1998 4:15PM MITEK INDUSTRIES INC. No.3371 P - 6 .==««ACES -32 Ver. 1.1»» ---- ===­==[ 268924 ] ======m -===««MOSS»»====-¢=== CUB omer : NIX Wed Jun 10 10:09:05 1998 PMect #: RH3050 Truss ID' CGE Family # 104 Span : 22-4 Quantity .1 Top Pitch . 9/12 ==Bld(4/20/1998) V1 NOTES: 1 -Gable stud$ spaced at 16 inch s o.c. 2 -Bracg vertical S$tuds in accordance with standard gable end detail 3-Cont:.nuous bearin provided along entire bottom chord 141 -Provide 1X4 plate at each end of gable stud unless otherwise noted PLATE OFFSETS (XaLEFT,Y=TOP):(J7=3,2), 41 5-9-3 5-4-13 5-4-13 5-9-3 - ._ 8-0 14-4 1 22-4 8-0 6-4 8-0 L HL TO PK:13-11-8 R HL TO PK :13-11-8 LEFT HEIGHT:0-4-10 SPAN:22=4_� RISE:8-9-2 RIGHT HEIGHT:0-4-10 = LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE m 1.15 (SPACING • 24.0 in. o. it REPETITIVE STRESSES USED NO—.OF- MEMBERS -- 1 6EFLECTION(IN.) L.L= O.0O,D.L=0.00,T.L=0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICAL LT(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(MHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER, . .,.,rp_;.cs..n_...-w:.x..,.y,..::_.:ita..,.:.c...r.,........._..:.•..:x ::-:: .+frr. ei-:C r�ras:iv;! ._ ..-�•.�.. _.r. .._.. .nw.,_..�. _. ..�..'fA".•�.•:v..r' .,.u�.w...;�.,nt' . ...... _r. ... .. .�/ . . -.. u...y, n..... .-w�...r ..N4. .+i., �r�xRu�i{L�1't: .$ii✓.I.i .1�NJid(�?� v Jun.11. 1998 4:14PM MITEK INDUSTRIES INC. No.3371 P. 5 za=<<«ACES-32 Ver. 1.1» »==C-mss==3IIC[ 268923 Customer : NIXWed Jun 10 10:09:00 1998 Project #: RH3050 Truss ID : Tpp1pitCh 9/12 Span : 22-4 Quantity . -=Bld(4/20/1998),v1.1==vIIc==0a===ma========vIIc==aMa===a==..IIcaor�IIc==evsc===vac= TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. 1 -2■ -776 5-6. 612 2.7■ -191 1■ -781 3.50 2 -3■ -656 6-7. 424 3-7. 288 5■ -781 3.50 3.4■ -656 7-1. 612 3-6. 288 4-5-776 4.6`•191 PLATE OFFSETS 0X■LEFT,Y■TOP):[j7.3,21, 14-4 22-4 I 8-0 6-4 8-0 L HL TO PK:13-11-8 R HL TO PK :13-11-8 LEFT HEIGHT.0-4-10 [SPAN -22=4? RISE:8-9-2 RR HEIGHT.0-4-10 �IIIIc==vIIIIc=pm�e�=vIIII== vvIIc=C=v�===7IIc= =IIc===tea= Ss�====�i===CIIac�=vIIG— _Sim _OC LOADING (PSF MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.239 TOP CHORD:i2X4—No.1&Btr�GR DF -L TOP 16 7 BOTT 5-6=0.234 BOT CHORD :_2X4—No-:1,&Btr GR DF - L BOTT 0 7 LL.DEFL.97=0.02 < L/360 WEBS :2X4 STANDARD GR DF -L - =ec= $TR . INC.: LUMB 1.15 PLATE = 1.15 SPACING / 24 ._0 in_., o_.�c_ • 1 REPETITIVE STRESSES USED, NO. OF MEMBERS II DEFLECTIONO N.) L.L■ 0.02,D.L90.02,T.L■0.03 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEV EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICN 1S ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. ..M.�t..r''�i'`/.fiJKiisQo1N5QfufMt�'�w s�.d�.��!'.+xasi�----'.PsLr+G.f:.x..................us4n�:+St>iitv.'..wwc..2'fi.n_.�ir.. w+.N.-n.i✓L-"y.�.�CY .^�.':1cw�riSiLJ:e�h�S'�"'�' .�'fS Jund ]. 1998 4:15PM MITEK INDUSTRIES INC. No -3371 P - 7 268925 l======¢==a=««MOSS»»==�__�_ =.=««ACES -32 Ver. 1.1»»=--a===`¢_ Wed Jun 10 10:09:09 1998 C<4<<mer : NIX Project #: RH3050 Trues ID 21 Family # 104 Pitch 9/12 Span 22-4 Quantity Top _ — REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC TOP CHORD BOTTOM CHORD WEBS 1-2•-776 5-6- 612 2-7■•191 1=-661 3,50 2 -3■ -656 6-7c 424 3-7a 288 S=-781 3.50 3.4■ -656 7-1■ 612 3-6. 288 4-5=-776 4.6-191 PLATE OFFSETS (X=LEFT Y=TOP):EJ7=3,2), 5-9-3 11 2 i 16-6-13 I 22_4 E2-0 I F - 4: -4 8-0 6-4 8-0 L. HL TO PK:13-11-8 R. HL TO PK :13-11-8 LEFT HEIGHT:0-4-10 SPAN:22-4 RISE:8-9-2 RIGHT HE IGHT:0-4-10 Baca Esc -=a LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.239 TOP CHORD:2X4—No-:1&Btr-GR DF -L TOP 16 7 BOTT 5-6=0.234 BOT CHORD':-2X4_No.l&Btr`GR DF -L BOTT 0 7 LL.DEFL.67=0.02 < L/360 WEBS :2X4 STANDARD GR DF -L =�c�s�==aa�c=C=aaccaa�cDoaQc=_a¢�-- STR.INC.: LUMB = 1.15 PLATE = 1.15 4S-PACING--.MMBERS�=nl-c 24.0 REPETITIVE STRESSES USED DEFLECTION(IN.) L.L= 0.02,D.L=0.02,T.L=0.03 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, USC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICM IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. �+.d .:�"ait�'�v',.N�nIrZ'AS•'�et7'�,41���$''''" '� tx4f:.Kir'L4v:iv?�aL•:¢icd�X+ci55x'�Aiw.rfGce:3r3,C."r .:_...-.. �..�.:..xr. ,r�.:<..�: ..,............., s,t.:!__.....r.r,.:-cr..r:.wi>.rtna.w.Iu�' -"�' �G Jun -H. 1998 4:16PM MITEK INDUSTRIES INC. N o . 3 3 7 1 P. 8 .c=««ACES-32 Ver. 268926. 3 =====m ----=««MOSS»»========= Wed Jun 10 10:09:14 1998 Cue omen Pro ect NIX #: RH3050 Truss ID .�CG Family #� 105 Top Pitch 9/12 Span lff=Bld(4/20/1998),vi.1�=oris==qsc===@.====ac.=�.cc==arc==.c===smcc==mcc==Q=.cc==aim===ac 22-4 Quantity .2 APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE 1=-3637 3.50 1.2=-4569 5-6= 3652 2-8a 1565 5--3637 3.50 2 -3■ -3027 6.7= 3652 2-7=-1518 3-4=-3027 7.8= 3652 3-7= 3374 4.5■ -4569 B-1= 3652 -4-7■-1518 4.6■ 1565 PLATE OFFSETS(XsLEFT,YsTOP):E)3.2.5,23,C)6■4,1.53,Ej7r-5,33,0 8.4,1.53, I 377 16X10 317 1_ _ _ -4 5-6-9 5-7-7 5-7-7 5-6-9 L. HL TO PK:13-11-8 R. HL TO PK :13-11-8 LEFT HEIGHT:0-4-10 SPAN:22=4 ) RISE:8-9-2 RIGHT HEIGHT:0-4-10 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.212 ,TOP CHORD :'2X4—No l&Str-GR DF -L TOP 16 7 BOTT 7-8=0.551 'BOT-CHORD:.2X8—No...1_GR-DF-L BOTT 0 7 LL.DEFL.@7=0.05 < L/360 WEBS :2X4 STANDARD GR.DF-L STR.INC.: LUMB = 1.15 PLATE a 1.15 NOAC FG-- 247.0--in2,o'c_ REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 5m 46 5- 1■ 284 I2'MEMBERS-NAILED-T00 -W/1-ROW(S)-OF':131x3-i n. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROWS) OF .131x3_in.,NAILS_5 1n. o.c(BOTT. CHS.) lFor Mebs_use 1 ROW -of- NAI LS_12_1n._a.c.------J" J i - ~�­ - DEFLECTION(IN.j L.L= 0.05,D.L=0.04,T.L%O,IO PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WMICH 19 ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. .�::�.:.a::.�i!:4.X:„:k;Si:K:.'w"::Y.d"ai3i'.c,.�.".i:,:u�.._.n;.wr�w.�.r.�.r3d,if �:�.Y•:i�....c,. ,.�. i...�.....-...tz:.-...:._.:._ .. Jun -ll. 1998 4:I7PM MITEK INDUSTRIES INC. ...-..... _•b-..-.r.:._r..r.:s:.:..J�,,...�.rwxrac.D-•sr:*rt.F, ;k:.,;*:-.,�b[:,. �.,:%ad:t53ii�t::'ry5:.riw:rv.::� No.3371 P- 10 0==<<«ACES-32 Ver. 268928 <<<MOSS>>»a======== Cus>omer NIXWed Jun 10 10:09:25 1998 Pro3ect #: RH3050 Truss ID 'DGE Family # 109 Span : 38-0_ Quantity 1 Top Pitch 6/12 ==81d(4/2O/1998) V1.1===c===a====a=_==a0==aa===a:==za==pac====as====a= ===WW============ NOTES:1 -dable stud spaced at 16 inch@s o.c., 2 -Brace vert cal ¢tuds in accordance with standard gable end detail 3-Cont'nuous bearin rovided alon entire bottom chord 4 -Provide 1X4 platest each end o gable stud unless otherwise noted PLATE OFFSETS (X=LEFT Y=TOP):IJ9=3,2],IJ10.3,23, 3: -FI-5 + 12-10-Z 1 19-0 -8-5 6-1-13 6-1-13 4X4 1-15 6 1-13 5X6 5X6 (5 L HL TO PK:21-2-15 R HL TO PK :21-2-15 LEFT HEIGHT.0-4-3 rSPANc`38=0; RISE:9-10-3 - RIGHT HEIGHT_0-4-3- =oaC===ac=C=ma=--=sc--==oc--=ac====a==O=ac===sc-=7ac=-==a=_-=aa=--=sc =mc= =ac LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP CHORD 72X4-yNo �1'&BtrrGR DF -L BOT CHOR2X4 No.1&Btr'GR DF -L TOP 10 M. 7 LL.DEFL.@0=0.00 < L/360 WEBS _2X4 STANDARD GR DF-L- =accCo®ao�+ STR.INC.:LUMB = 1.15 PLATE = 1.15 SPACING MEMBERS=n1�cR�c REPETITIVE STRESSES USED NO. OF DEFLECTION(IN.) L.L■ 0.00,D.L-0.00,T.L-0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS V/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Jun•11. 1998 4:16PM MITEK INDUSTRIES INC. No•3371 P. 9 ==.<< «ACES -32 Ver. 1.1>>>> .... =====-w[ 268927 )=========-e« <<MOSS >>»-===== Customer : NIXWed un 10 10:09:18 1998 Project #: RH3050 Truss ID* : D FamiY # : 109 Span 38-0 Quantity - Top Pitch - 6/12 --- TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE 1.2•-2016 7-8■ 1791 2 -11■ -235 5-8■ 413 1■ -.1251' 3.50 2.3■•1907 8-9. 1458 3=11. 413 6.8■ -235 7••1131 3.50 3 -4■ -1416 9-10■ 1111 3 -10■ -438 4.51.1416 10-11= 1458 4-10= SIS 0 FE lo . 5-6•-1907 11-1= 1791 4-9■ 515 6.7=-2016 5 -9■ -438 - PLATE OFFSETS (X=LEFT,Y=TOP):()3■3,3I,(J5.3,3),(19=3,21,(11083,2), 4: 6-8- 9-0 a n-1-I'a -1-13 6-1-13 4X4 w a NO. C049919 EXP 9 -3C -UO 3X4 5X6 5X6 3X4 uonnecT truss to girder with Simpson or equal L_0 5 'L� hanger. 8-0 } 16-0 22-g 30-0 8-0 8-0 6-0 8-0 8-0 L. HL TO PK:21-2-15 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 CS AN`38=0"y RISE:9-10-3 RIGHT HEIGHT:0-4-3 s c LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.339 TOP CHORDD:2X4-- No-: l-&Btr;GR DF -L TOP 16 7 BOTT 7-8-0.440 BOT CHORD:-2X4_No..1&Btr GR DF -L BOTT 0 7 LL.DEFL.910=0.10 < L/360 WEBS :2X4 STANDARD GR DF -L ®. a = STR.INC.: LUMB = 1.15 PLATE = 1.15 (SPACING • 24.0 in. o._c.s' REPETITIVE STRESSES USED NO. -OF MEMBERS 1__ DEFLECTION(IN.) L.L■ 0.10,D.L■0.09,T.L=0.18 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. :..kw+-,s.....e.>:t:r.-._�.•.�:....es.c :r•c.�,.-.�...t:�n..,ec•r . _ - ..... ,_. _ _ .._ .... r _ , _tom, ._ _ ...!•:.c.,.:.:,;.:.. �. �...:•:c_ ac.:�.:. s..>.. rl Jun•11. 1998 4:11PM MITEK INDUSTRIES INC. No•3371 P. it ==a<c«ACES-32 Ver. 1.1» »_=__=-=====[ 268929 Wed Jun 10 108g:09;33 1998 Cus>omer : NIX Project #: RH830050 Tom1ly #h 6,121x1 P Quantity c 81 Bo? pitch 3/12 acBld(G/20/1998),w1.1===am==a.c�-aac=pas=oa.ac=.aa==sa=.ac=0aaot===aa===aac=ocaco=aac=-e VERS REACTIONS SI2M U N 1 1 1998 TOP CHORD BOTTOM CHORD 1.2a 550 7-8--1705 8-9. 1513 2-12--197 6.10■ -481 12=-1416 3.5 8--975 3.50 2-3x 548 9.10. 1223 3 -12■ -1856 6-9= 307 3-4--1437 10-11. 865 3-11. 546 7.9x-218 4 -5■ -1437 11-12. 827 4 -11■ -244 5-6=-988 12.1=-490 5.11= 680 5-10= 254 / c• :��� A5,L; 6-7c-1520 PLATE OFFSETS 0X=LEFT,Y=TOP):Ij3.3,31,0 6.3,31,[110=3,23,IjiI=4,21,0 12.3,21, 3 t 8 8 4-12 12-6 19-0 z6 -5-T1 4-3-8 '4-1-4 4-1-4 4-1-4 6-6 7-5-11 5-9-3 4X4 NO. C009 19 GXE' CA (6 5X65X6 3X4 Connect -truss -to' glr&- 4gLOCKING. a BRACING with Simpson or eawu� - REOUIRED AT SUPPORT: I Ly 5 • p8 hange,. 14 3 8 12--6 I 20-8-8 29-4-4 ff 3 —0 4-3-8 8-2-8 8-2-8 8-7-12 8-7-12 L. HL TO PK:21-2-15 INTERNAL RISE:2-0-10 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:38 0 RISE:9-10-3 RIGHT HEIGHT:0-4-3 _ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 6-7-0.348 TOP CHORD:2X4-No.l&Btr•GR DF -L TOP 16 7 BOTT 8-90.432 BOT CHORD,2X4---No.l&Btr'GR DF -L BOTT 0 7 LL.DEFL.®100.07 < L/360•WEBS :2X4 STANDARD GR DF -L cE= PB a a s== a a Lc ScT= a a c c= =Iaac = D=aTac == C a a a=ra c= FG_ S_ o. cr: .RETITIVERESSESUSENO. OMEMBER= jWEB'3=12;-6-1O'BRACE0-at-1/2 POINTS -AS -SHOWN ABOVE- tNota:Use_lx4 or 2x3 Cont.Breeln9 conn.w/2-8d naile,or T -brace of same size and grade as web conn. to narrow face w/10d_nalls-6-in: o.7-0) DEFLECTION(IN.) L.L■ 0.07,D.Lx0.06,T.L-0.13 v PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)OESION CONFORMS V/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY -FOR PERMANENT AND TEMPORARY BRACING(VHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. .-r... t....r...+t � n... ri4.-.Y ^.F-.YJ�.:.'.:.YG� �u"'/.hl:Cid• Jun•II- 1998 4;18PM MITEK INDUSTRIES INC. No•3371 P - 12 ===«<cACES-32 Vet. 1.1 268930 Cus>omer NIX Wed Jun 10 10:09;40 1998 Sranect # 423050 QuantitD :�.8 �' TOE Pitch : P121a1 S aut 0-3-8 Bot pitch 1.05/12 7-8 3M,15-1-4/12, _ ==Bld(4/20/1998),v1.1=a=c===cc======�c==a=c==®cco==cc-=�=c==-==cc=a=c=-= TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE JUN 1 1998 1.2= 36 7 -8■ -27 8-9. 26 14.15=-34 2.15■ -1007 5-12m 361 10-298 3.50 2 -3■ -1134 9.10=-76 15.1■ -35 2.14= 1066 6-12. 204 6■ -298 3.50 3.4-.959 10-11= 0 3.14=-106 6.10■ -448 15■ -1084 3.50 4-5=-959 11-12. 42 3-13•-190 7-10■.1149 9■ -1063 3.50 ` SG1 5-6-1393 12-13■ 1236 4-13. 603 7-9=-9B2 0, I 6.7■ -1183 13-14= 1014 5 -13■ -563 12-10= 1110 A AY PLATE OFFSETS (XnLEFT,Y■TOP):(j2■2,1.53,(j3=3,33,()9=3,21,(j14,3,1.51,[j15■3,23. 6 -J -d 1 6-4-4 6-4-46- 4X4 • 3X4 5X6 3 BLOCKING a BRACING 3X8 �EOUIRED AT SUPPORT: 3 3X3 t 0-6 = �9 rXY 17r) Gkt 3X5 3>.y 13 3X1! C" 1X4�' 2v„ MQr * NO. C�ks9�a i c; EXE 9.30-0': jxCNII t�EriA(*0-v 3-1 3X4 • BLOCKING a BRACING rfEOUIRED AT SUPPORT: 4X4/ 7 3X5 t0 9 3X10 SX$ I6 � a 1 12-7-12 19-0 2J -A I 29-10-4 , 38-0 1 42-0 (. 8-3-6 6-4-4 6-4-4 4-8-6 6-1-12 6-1-12 8-0 L.*HL TO PK:21-2-15 INTERNAL RISE:2-0 R. HL TO PK :6-0-15 LEFT HEIGHT:0-4-3 (S-PAN:42=0,:) RISE:10-4-3 RIGHT HEIGHT:0-3-14 LOADING (PSF� MAX STRESSES MINIMUM GRADE.OF_LUMBER L TOP 2-3-0.654 TOP CHORD:2X4 No.l&Btr'GR DF -L TOP 16 7 BOTT 12-13=0.274 BOT CHORD:2X4-NO.1&Btr'GR DF -L BOTT 0 7 LL.DEFL.011=0.06 < L/360 WEBS :2X4 STANDARD GR DF -L Fi-=m=cc--s=c==.scc�=3=cC==-s=cam========m====cc==��=__ INC.: LUMB = 1.15 PLATE = 1.15 INOACOF MEMBERS inl_o.—c REPETITIVE STRESSES USED CHORD: 11-12 To BE 2X4 STANDARD GR DF -L PROVIDE 2.4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. DEFLECTIOMO N.) L.L= 0.06,D.L=O.05,T.L=0.11 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESION CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. .:. L+cx.+iJt+:w'-! �%:Is�n�n.:::..:K✓:.C.R+W.•�_K✓�.L....;'+�".v � • . ♦ � �,Ck >- ... ._.! a.. - .. _ . .. _ r ....w.. wn.•wm ,a�w .wr a ..•JeL i'.tr :r:w4•Ilirf:•:f!t W"+L Jun -11. 1998 4:18PM MITEK INDUSTRIES INC. No.33J1 P - 13 -32-32 Ver. 1.1»»=m-==-=_ ( 268931 ) ==========m««MOSS»»========= C<<<<UB CE NIX Wed Jun 10 10:09;5 1998 Pro ect #: RH3050 TrussID'D3Jf Too? Pi #h 6pi2ia� Stan : 42-0 Quantity Bo pitch 17.05/12 Sat cut 0-3-8 7-8 3/12,15-1 4/12, ==Bld(4/20/1998),v1.1=-===-___•-===s-e==-a==�•-==a-==n.Dom.===s-===--___�•===�.a=e�-e.a TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE 1-2. 530 7-8-11 8-9= 11 14-15■ 603 2-16--1813 5-13-566 12-10. 1146 1=-205 3.50 2-3=-1264 9.10•-94 15-16. 635 2-15= 254 5.12. 364 8-295 3.50 3.4=-1021 10-11. 0 16-1=-495 2-14= 555 6.12. 229 16■ -1151 3.501 ul q 4.5■ -1021 11-12= 42 3-14-14 6.10=-468 9=-1091 3.500 98 5-68-1458 12-13. 1294 3 -13■ -285 7-10. 1203 OQ FES,°.p 6.7-1221 13-14= 1148 4.13. 659 7-9=-1012 �0 HG y' �Ic:'• PLATE OFFSETS (X■LEFT,YnTOP):E)2.5,1.5),[)3=3,31,[)9=3,2),[)10.5,2.5),(115=3,23,[)16■3,21, 5X6 3 BLOCKING & BRACING REQUIRED AT SUPPORT:3x9 \ (; - 04 3X4 5 3x4 a -10-12 EXP 9-30-t-0 wit. P CAOOF0 BLOCKING & BRACING REQUIRED AT SUPPORT: 3X5 t 4 13 0-6 = 9 3X4 3X8 t' 10 0 1X4 4X10 IX6 J 8-3- t 5 1 1Z� t2 7 12 1 19-0 �-8-8 + 29-t0-4 I 36-0 I 42-0 �. 5-1-12 6-4-4 6-4-4 4-6-6 6-1-12 6-1-12 6-0 1-1-12 3X5 a L HL TO PK:21-2-15 INTERNAL RISE -2-0 R HL TO PK :6-0-15 LEFT HEIGHT:0-4-3 (SPAN= -42-0 RISE:10-4-3 RIGHT HEIGHT:0_3-14 6=======���9====ac===��___^��____�=====c====m====s.====c== LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3=0.697 TOP CHORD: -2X4- No-.1&Btr GR DF -L TOP 16 7 BOTT 13-14=0.285 BOT CHORD,'.-1&Btr GR DF -L BOTT 0 7 LL.DEFL.@11=0.06 < L/360 WEBS :2X4 STANDARD GR DF-L STR .INC .: LUMB - 1,15 PLATE = 1.15 r'SPPACINGMEMBERS REPETITIVE STRESSES USED NO. OF CHORD; 1T=12 -TO -BE -2X4"" -STANDARD GR_Df OVIDE-2.4-CONTINUOUS-BRACING-AT-BOTTOM-CHORD-NOT-EXCEEDING-101 O:C:-OVER'DROPPED 'BOTTOM -CHORD AREAS WHERE -CEILING -1S NOT -APPLIED. PR DEFLECTIONG N.) L.L- 0.06,D.L-0.06,T.L■0.12 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. r.�L.i.....i+:C:: aiC V'•iG-f.r++;5%v+w-'.:%4r,;w...m.A^.. - .r w. .. -. - .... - - ... -.J .. .. .r. r �. .•.K :�C..�f:S:XsC•fnvu"w.- � Jun•11. 1998 4:I9PM MITEK INDUSTRIES INC. No•3371 P - 14 a==««ACES-32 Ver. 1-1>>>>=======m===['268932 Customer : NIXWed Tun 10 10:10.00 1998 Project ##: RH3050 Trues ID- 4 -� Family # : To? P}tch EI ectal 6 12 RS an 42-0 Quantity .1 : Bo pitch . 1.05/12 S a cut 0-3-8 7-8 4/12, 31%12,15-1 @. =-B[d(4/20/199B),v1.1IDIDc===0====c=sID� __Q_V __ ; REACTIONS SIZE J �= 6 TOP CHORD BOTTOM CHORD WEDS ' � 1.2= 660 7-8. 156 B -9■ -151 14.15. 2265 2.16■ -3493 5.13-•564 12-10= 1216 1=-165 3.50 2-3■•1669 9-10=-268 15-16= 2387 2-15* 824 5.12■ 361 B-267 3.50 -. 3.4°-1177 10-11= 0 4-5c-1177 11-12. 42 16-1=-615 2-14=-785 3-14. 230 6-12. 305 6.10=-528 16--1119 3.50 9=•1191 3.50 QO SStL 5.6■ -1612 12-13. 1431 6.7■ -1296 13-14= 1493 3-13--534 4-13. 798 7-1001446 7-90. 1126 , PLATE OFFSETS (X=LEFTY■TOP):[J2.8,1.5),[j3.3,3),[J9.3,2),[J10-5,2.53,[J15.3,2),[J16�4,2), NC). C049919 Eke? 9-30_' -3-1! 6-4-4 04 4 ■ •m Of CAL1F0� 3X4 BLOCKING & BRACING 5;8 s 'EQUIRED AT SUPPORT: \ 3X4 BLOCKING & BRACING 1 3X12 6 REQUIRED AT SUPPORT: 7 8 4X8 3X5 a 14 13 2 3X5 ' 6 3x4 3X8 ` 0-6 2 11 :o r 3"Y 3xq fx� 2�l'' 1X4 4X 12 S;6 /IIUIY `rte 6-3-8 -1-12 6-4-4 6-4-4 4-8-8 6-1-12 8-1-12 B-0 3-1-12 L. HL TO PK:21-2-15INTERNAL RISE:2-0 R. HL TO PK :6-0-15 LEFT HEIGHT:0-4-3 (`SPAN.: 42-0-,, RISE:10-4-3 RIGHT HEIGHT:0-3-14 saaC ���==IDQc====�IDID=== LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3=0.826 TOP CHOR1):2X4 No.1&Btr GR DF -L TOP 16 7 BOTT 14-15=0.444 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.914=0.12 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE = 1.15 SPACING : 24.0'in. o.-c'.� REPETITIVE STRESSES USED NO OF -MEMBERS' -1 CHORD: 11-12 TO BE 2X4 STANDARD GR DF -L 'VEB-2_16-BRACED -at '1/2.POINTS -AS -S_HOUN"ABOVE� PROVIDE 2-4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 101 O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. Noti9Uae-1x4-or-2x3 Cont.Bracing-conn:s/2-8d:naIIs-; or l- __ breceof-same site -and -grade -as web -conn: to narrow-face-w/10d nei[s 6 in. o DEFLECTION(IN.) L.l= 0.12,D.L-0.10,T.L=0.22 PLATES ARE M1TEX M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, USC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. PLATE OFFSETS (X-LEFT,Y-TOP);[13=3,33,(j6=2,1.5),()9=3,23,1111=4,23, . NO. C049919 EXP 9.40-00 8-4 a-4 a-� 6-a-7 s -e-7 5-8-7 5-10-1 ALLF 4x4 _ _ 3x4 onn9Ct—trUsB to-plyder— 536 e /With Simpson or equal 3x5 BLOCKING & BRACM C hanger. i =4 a REQUIRED AT SUPPORT: 4X4/ 4X8 t 3X5 tt tt to � 3xs 5x8 3X4 5X6 i 9-8 19-0 27-6 1 30 1 42-0 9-6 0-s 8_6 a -e6- 6-0 L. HL TO PK:21-2-15 R. HL TO PK :6-0-15 LEFT HEIGHT:0-4-3 JSPAN:42=0� RISE:10-4-3 RIGHT HEIGHT:0-3-14 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 5-6=0.320 TOP CHORD:2X4 No.l&Btr GR DF -L top 16 7 BOTT 12-1=0.501 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@11=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC.: LUMB - 1.15 PLATE = 1.15 (SPACING_• 24.0 in_. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS 1 (WEB 3-11;`5-11 -6=9 BRACED et 1/2 POINTS_AS'SMOWN`ABOVE _ (Not ;Use 1x4 or 2x3'Cont:8�acing.conn.w/278d.nails,or_TzbPace_.of same size and grade as web conn. to narrow face_ wj10d.nelLs_6 in._o.c DEFLECTION(IN.) L.L= 0.08,D.L-0.07,T.L-0.15 _ PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Jun 1998 4:19PM MITEK INDUSTRIES INC. No 3371 P. 15 -•¢« «ACES -32 Ver. 1.1>>>>w==========[ 268933 Jun 10 10:10;10 1998 Customer : NIXwed Project #: RH3050 Truss ID' :CPS] -Family # special Span : 42-0 Quantity .6 To Pitch 6/12 Seat cut : 0-3-8 Bo pitch 1.05/12 7-8 3/12, TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1-2--1891 7-8=-98 8-9. 95 2.12--242 6 -10■ -28 1--1078 3.50 2.3=-1687 9-10. 1313 3-12& 340 6-9•-1511 8x-310 3.50 9=•1235 3.5 n3 N 1 1 1998 3-4=-1132 10-11■ 1236 3.11••490 7-9•-273 4 -5■ -1132 11-12. 1358 4.11. 736 5.6■ -1448 12.1= 1679 5 -11■ -345 6-7=-74 5-10= 153 P f[ Ip PLATE OFFSETS (X-LEFT,Y-TOP);[13=3,33,(j6=2,1.5),()9=3,23,1111=4,23, . NO. C049919 EXP 9.40-00 8-4 a-4 a-� 6-a-7 s -e-7 5-8-7 5-10-1 ALLF 4x4 _ _ 3x4 onn9Ct—trUsB to-plyder— 536 e /With Simpson or equal 3x5 BLOCKING & BRACM C hanger. i =4 a REQUIRED AT SUPPORT: 4X4/ 4X8 t 3X5 tt tt to � 3xs 5x8 3X4 5X6 i 9-8 19-0 27-6 1 30 1 42-0 9-6 0-s 8_6 a -e6- 6-0 L. HL TO PK:21-2-15 R. HL TO PK :6-0-15 LEFT HEIGHT:0-4-3 JSPAN:42=0� RISE:10-4-3 RIGHT HEIGHT:0-3-14 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 5-6=0.320 TOP CHORD:2X4 No.l&Btr GR DF -L top 16 7 BOTT 12-1=0.501 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@11=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC.: LUMB - 1.15 PLATE = 1.15 (SPACING_• 24.0 in_. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS 1 (WEB 3-11;`5-11 -6=9 BRACED et 1/2 POINTS_AS'SMOWN`ABOVE _ (Not ;Use 1x4 or 2x3'Cont:8�acing.conn.w/278d.nails,or_TzbPace_.of same size and grade as web conn. to narrow face_ wj10d.nelLs_6 in._o.c DEFLECTION(IN.) L.L= 0.08,D.L-0.07,T.L-0.15 _ PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. .r,.,...tu'-i-in4'35'vr:ie4:Yt.s�{'�.'�✓i.w%4'.'_e!..+........_...r-1•'..MW hoCn�'dV'>.M+.G:...... i -v -��.LY ���..rw.. —.-�-........�+i:. Jun•11. 1998 4:21PM MITEK INDUSTRIES INC. ........•. � ..� ..-......<s.sti.�r^Wc=..n;�,;,..ir;..-r.:+�r.�.-.gar.'rxx.:e`;Gr:•;,ct:�:+;r..II?�6Z:�i:i3Fc:a` No•3371 P - 18 a==<<«ACES-32 Ver. 1.1» »====a==¢==_[ 268936 )==mea-== <<«MOSS>>>>==a====== Wed Jun 10 10:10:31 1998 Customer : Project #. NIX RH3050 Truss -ID D� Family # 109 Top Pitch 6/12 Span 38-0 Quantity .1 ac====a =1=BId(4/Z0/1998),v1. I==^mac===aaa=====a==as=====saC= =a===saacx==A WEBS as REACTIONS SIZE NS SIZE 119 6 JUN 1 TOP CHORD 1-2=-334 BOTTOM CHORD 7-8s 468 2 -11■ -258 5-8. 437 1a-359 3.50 2-3-2288-9= 114 3.11. 456 3-10-46610•-1456 6 -8■ -255 7=-447 3.50 3.50 3-4= 397 9.10=-236 4-5. 93 10 -11■ -70 4-10=-997 JJ 5.6•-420 11-1. 296 4.9= 512 6 -7■ -526 5 -9■ -448 3: -1-13 0 6-1-13 6-1-13 6-1-13 " \ B,EREx-30.W � CNIt 4X4 FOF CALi4 4y `. (5 11 19 v - Connect -truss to gird8ri 3X4 3X4 3X4 BLOCKING & 8RACING With Simpson or equal REQUIRED AT SUPPORT: _�'� S Z� hangers F 8 0 } 17-10-4 22-0 8-0 9-10-4 4-1-12 8-0 8-0 L HL TO PK:21-2-15R HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 II SPAN.:38-0 RISE:9-10-3 _ RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.431 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 11-1=0.279 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@8a0.02 < L/360 WEBS :2X4 STANDARD GR DF -L EPILSTIATE m 1.15 LF:no. c.-,RETTIVERESSESUSEDNO-.O-MEMBERS i WES 3-10; 4-10 BRACED -at 1/2 POINTS AS SHOWN ABOVEj, Note -Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nofLe,or T -brace of same size and grade as -web conn, to norrow_f_ac• w/10d nails_6 1n. o.c. DEFLECTION(1N.) L.L■ 0.02,D.L=0.02,T.Lc0.04 - PLATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SMOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. i..:�xx�:.-.."ausr_:-..�w.,•r_•�asra:u.-.:rat:�.ci. -_:_1-_,_;a..cc:..-s,....r,..,.:,c.ru..a.w.w-::•....,,>..:,., �.�..�n�:�n,.:..z. ,. __._.. .,.. .. ... ,- Jun,11. 1998 4:20PM MITEK INDUSTRIES INC. .... N..-..r,.v..r•<.�e<'srsrs•:m:�z-.•�w i:,.:.:c+:.:e:e:.t�rm-.rtr.,�tas••e:�s: No.3371 P. 16 Ver. 1.1»» 268934 ==-«4<ACES-32 Cusi;omer NIXWed RH3050 Truss ID* :(-1)7," Jun 10 Family # 10:10:17 1998 : 109 Project # : Span 38-0 Quantity :.10 Top Pitch : 6/12 =.=61d(4/20/1998),V1.1mm===avm===amen===avv====vv==-ama====aam====aroma=====avmv===p=mm== TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE JUN 1 1 199 8 1-2-334 7-8. 468 2.11■ -258 5-8. 437 1=-479 3.50 2-3=-228 8-9. 114 3-11. 456 6.8- 255 7-447 3.50 3.4. 397 9 -10■ -236 3 -10■ -466 10=-1456 3.50 4-5= 93 10-11•-70 4.10=-997 5-6=-420 11-1. 296 4.9a 512 ^„ AO% 6.7--526 5.9■ -448 PLATE OFFSETS (X=LEFTY-TOP):E)3=3,33, C)5■3,33,()9■3,21, BOTT CHORD SPLICES: 10-11■3X6; 3: ."n: IQa�g»FiilA 4X4 15 Y. v \ *. N0. C049919 EXP. 9-30-00 1- 6-1- t 3 6-1-13 OF CALIFC E5 3X4 3X5 5X6 3X4 ,connect truss to girder Allth--Simpson or equal_ .t_0 5.. Z-6_ -hanger. 8-0 + 17-10-4 22-0 30- - 8-0 9-10-4 4-1-12 8-0 1 8-0 L. HL TO PK:21-2-15 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 f'SPAN:38-0 `; RISE:9-10-3 RIGHT HEIGHT:0-4-3 = S v v c c C = _ = m v = _ _ _ _ = Q v a = •- — — = m ®v = = _ _ _ _ = m c c = _ _ _ = a a c — — — = v v c = _ _ _ _ = v v = _ _ _ _ = a v c = _ _ = a a = _ _ LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.431 TOP CHORD.:2X4 No.i&Btr GR DF -L GR DF -L TOP 16 10 7 LOLTDEFL @8-0?02 < L/360 79 WEBSOT CHORD:2X4 STANDARDBtr,GR DF -L STR.INC.: LUMB = 1.15 PLATE -71.15 SPACING 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 - QEB-3=10;-4=10-8RACED st 1/2 POINTS AS SHOWN ABOVE fNcte:Use 10 or 2x3 Cont.Bracing conn.w/2-Bd naits,or T -brace of some size and grede as web conn, to narrow face w_ /10d ne1Ls 6 in, o.c . DEFLECTIONO N.) L.L■ 0.02,D.La0.02,T.L=0.04 { PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOIWT, SYMMETRICALLT(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. k.Y.vC�%.vPF+.1i �X.5l�7a+}�q,:6G/tiliOYb.:Ml./56 Jr.:•�rf..�y.•�✓.�.:.:r.NS.'.e:.... �,:•L'�.,.rJ:✓/sn.x wn.�... .... .... •,.e.n.vai.•.Sa+.-n•;•�..�r« ... w+ -.--r -• r. ..t+r.•.. +tv.t+a arts. ♦n ..- .. . .nyayp,K.rpri•...... �.:L'nYSn'..0�9r1Y.bCJY.I6�.iC�Z6L�C.�v1. Jun•II- 1998 4:20PM MITEK INDUSTRIES INC. No•3371 P- 11 ==« «ACES -32 Ver. 1.1 » »--=___ ___ 268935 1fff.====a==« «MOSS» »====e==== Customer : NIX r_ edFamJun #10.10:110:24 1998 Project #: RH3050 ss 7GE. Span : 38-0 Quantity D_ Top Pitch . 6/12 =BLd(4/20/1998) NOTES: 1 -Gable studg spaced at 16 inches o.c. 2 -Brae vertical Muds in accordance witch standard gable end detail 3 -Continuous be ring �toeachdendooi eableestudtunless otherwise noted 4 -Provide 1x4 p ate § g PLATE OFFSETS (X=LEFTY=TOP):()9=3,23, BOTT CHORD SPLICES: 10.11=5x6; M _B -10-3 19-0 c:) -I- 1-13 6-1-13 6-1-1 04 sx6 8-0 17-10-4 .22-0 30-0 B-0 9-10-4 4-1-12 8-0 8-0 L HL TO PK:21-2-15 R HL TO PK :21-2-15 LEFT HEIGHT.0-4-3 f'SPAN.38=0 RISE:9-10-3 -_ RIGHT HEIGHT.0-4-3- ���e== LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER TOP 16 n7 TOP CHORD:,2X4 No.l&Btr GR DF -L BOT CHORD:2X4._.No.1&Btr'GR DF -L BOTT 0 7 LL.DEFL.00=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L fcc==_=ac===-fc.=-�a=ce= STR.INC.: LUMB = 1.1 PLATE = 1.15 °SPACING -:- 24.0 in. o. c.> REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION(IN.) L.Lz 0.00,D.Ls0.00,T.L=0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC•ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Jun•11. 1998 4:22PM MITEK INDUSTRIES INC, No. 3371 P, 20 ««ACES -32 Ver. 1.1»»a- ====== [ 268938 ] ========---««MOSS»»====-.=== Cusomer : NIX wed Jun 10 10:10:40 1998 Pro�ect #: RH3050 Truss ID :LEGE-= Family # : 101 Span : 13-0 Quantity :.1 Top Pitch : 6/12 =-BId(4/20/1998) NOTES: Ill -Gable stud$ spaced at. 16 inches o.c. 2 -Brace vertical studs in accordance with standard gable end detail 3 -Continuous bearing provided alon entire bottom cghord 4 -Provide 1X4 plates at each end oq gable stud unless otherwise noted 9-s 13- i 6-6 6-6 L. HL TO PK:7-3-3R. HL TO PK :7-3-3 LEFT HEIGHT:0-4-3 ;SPAN_ 13 RISE:3-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD -2X4 No.1&BtriGR DF -L TOP 16 7 BOT CHORD2X4...No.1&Btr GR DF -L BOTT 0 7 LLL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC : LUMB - 1.15 PLATE = 1.15 'SPACING •-24.0 in. .o._c. Y• REPETITIVE STRESSES USED NO. OF MEMBERS - 1 PEFLECTION(1N.) L.L■ O.00,D.L=0.00,T.L=0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. Jund ]. 1998 4:21PM MITEK INDUSTRIES INC. N o . 3 3 7 1 P- 19 =-=« «ACES -32 Ver. 1.1 » » -___¢=====I 268937 )=====5====�« «MOSS» Wed Jun 10 »_==�=•a== 10:10:38 1998 CUB Omer : NIX Project #: RH3050 Trusa ID' :rij Family # : 101 Span 13-0 Quantity -I Top Pitch 6/12 —BLd(4/20/1998),v1.1==-===B`=====a==.me====actio====ma=======sac=== TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-415 3-4. 368 2-4= 89 1■ -501 3.50 2.3■ -415 4-1. 368 3■ -501 3.50 JUN 1 1 1998 6_6 13-0 r' e-6 s -a L. HL TO PK:7-3-3R. HL TO PK :7-3-3 rS LEFT'HEIGHT:0-4-3 PANc13-0,' RISE:3-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.328 TOP CHORD:2X4 No.-1&Btr�GR DF -L TOP 16 7 BOTT 4-1_0.167 BOT CHORD:2X4--No.-1&Btr GR DF -L BOTT 0 7 LL.DEFL.04=0.01 < L/360 WEBS :2X4 STANDARD GR D -F -L e=TR.INC.: LUMB = 1.15 PLATE 1.15 SPACING 24-0 Sri o `c:, REPETITIVE STRESSES USED NO. OF MEMBERS = 1 - QEFLECTION(IN.) L.L= 0.01,D.Lw0.01,T.L■0.01 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 466 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER Jundl. 1998 4:22PM MITEK INDUSTRIES INC. No, 3371 P. 21 ==««ACES -32 Ver. 1.1»»===­z=s== [ 268939 Cue omer : NIX ## RH3050 Wed Jun 10 10:10:43 1998 Truss ID- :'EG''9 Family # : 104 Pro ect Span : 13-0 Quantity :,2 Top Pitch 6/12 aaBld(4/20/1998),v1.1===a.e==-aac===va====a.¢===aaazt===saa==-aap====msa..====s.acc==aaa TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-5485 5-6. 4932 2-7-191 1■•3622 3.50 2-3=-5404 6-7� 3344 3-7. 2781 5••3622 3.50 JUN 1 1 1998 3.4=-5404 7-1w 4932 3-6= 2781 4 -5■ -5485 4 -6■ -191 PLATE OFFSETS (XNLEFT,Y=TOP):113=4,1.51,116=3,2],(17.3,21, 3 3-6-4 +- o—t)N—Z)— I ,c 3-6-4 2-11-12 2-11-12 5X8 ,3� r *. NQ. 0049919 EXP. 9 -30 -CIO c I I 7X6 7X6 4-6-3 8-5-13 13-0 4-6-3 3-11-11 4-6-3 K5+3X4 L. HL TO PK:7-3-3 R. HL TO PK :7-3-3 LEFT HEIGHT:0-4-3 S.PAN:13=0o RISE:3-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.111 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 7-1=0.604 BOT CHORD: -2X8- N0.I= GR' DF -L BOTT 0 7 LL.DEFL.06=0.04 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB 1.15 PLATE = 1.15 SPACING -: 24.0-iri--0. c.� REPETITIVE STRESSES NOT USED NO. OF MEMBERS = 2 LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 5■ 46 5- is 524 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 1n. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 1n. NAILS 3 In. o.c(BOTT, CHS.) For Webs use 1 ROW of NAILS 12 In. o.c. DEFLECTION(IN.) L.L• 0.04,D.Le0.04,T.L=0.08 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A•GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOT NT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, USC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER 1-4 a. CD l0 In O Z u LD m 0) .-1 CO O Z NOTES: R Wam4lyreou■ kliam■tion Of6ciall hformlliorl I 'Comocfor Purdwre 1 -PROVIDE LATERAL SUPPORT FOR TOP MiTek Industries. Inc. �w tea.. 3140 Cold Cared Dr. 8140 R.ec►o G1do,., CA Ki79 MAX. SLOPE/GRADE FOH OEVELEO Th. " d m. mryv�r i.d w qdd q b O..pww d A. �.dr. alas.. dr:e r n.o.a.�r 0s ay.ri.v. !R.o.+b ..d rs,ab. ► n CHORD WITH SHEATHING (BY. OTHERS) NOTE: FOR CONHLCTiON BOTTOM CHORD A I0dq..db m-WU 2 -HA%. WEB LENGTH WITHOUT BRACE Of VALLEY THuSS 10 b. d M do ad 1Pir. d 0 in ��a �.,a �—' —T 7'-9' WITH BRACE 12'-0'. common Co�daloN 1NUSJ stE S 2.4 NO•Y DF -L (1H)722.i3iI FAX ()IfD9.22•:III p•r• Spf.d �C�..�it r b wco.d a brr ■ �v.6�DDNC1 MAa r. d�.:�a b ►oM rd u.46•d. dnd Md.h. twc r 3 -THIS DESIGN CHECKED FOR 120 M.P.H_ O�p�y.how R/i b Ib. Ab Twl WA ddJ IAn M e••I WKf'-0 A h n w Iz/I't m�por.� p.qa •S..i., �d6 ..d. cp 6nd praW.ry b.ad h� r plwl addrd. /•Y Mf/r .6irlo 6•.fry/r a h Id1ND LOAD. d..r b AAi■ad d ►id eye d (i/. Farur. IWm pl.s 266 NO -2 DF -L (DET.D) IY/If. hb/ra.r, hz •ww A mrr./ .d asp. nlpao•ery b Ir Ibtr:rL Ard/q,dO 4 -ALL PLATES ARE TO BE NITRK-201S VALLaII mr.4h t"w trm d IO6, C WD ------ 7%4;NIPPLO S -BEVEL VALLEY TAUSSES EO tRUS2 ' IJ5ov DLiA1L O PLACEMENT ON COMMON TRUSS, OR USE DET. -A- dWEDGENAILLU 6 -POR CONP)ECTITIG VALLEY TRUSSES 10 TRUSS Wa TO COMMON TRUSS, USE DET.'B' OR 'C" 104NAILS 7-IP9TOP CHORD gLATyERAL BRACING ADDITPACING Of VALLEIONAL ALS1'`UIRED IS SBRACINIG�IS)REHEN OUIRED. uYtl Hu 6-1.�TEIIAL BRACING SHALL 6E MAILED UtiTA1L-A _ 2-10 NAILS. VALLEY '1 USE 2-164 NAILS 1NdS5 MAX.I,10 M.Y.H. WIND) Co""04 tPUI2I�— _ HURRICANE CLIP 3.4 . Z To IY IFELEY TRUSS DETAIL 3.4 304 DL'7AIL- U 4.4 /1 PA LIYI AI unnv l AVAIIT 4.4 OYT. SPLICt _ 3•S � / 2e3 MIDI 114 B —SYMIL AVOOT it 3■S •'-O+ MAN. ' �— SCE "OTC No. Zi 2 243 03 10'-4f 10 36'•O - - Handl' 6 Erection 61.11 vl I • /�1� Wam4lyreou■ kliam■tion Of6ciall hformlliorl I 'Comocfor Purdwre Cumber MiTek Industries. Inc. �w tea.. 3140 Cold Cared Dr. 8140 R.ec►o G1do,., CA Ki79 44606 h.erp d -7-1 /IrI 1n6 b. ^a■d fapr 4 aid prn.n0■ dy b mrpa.a W. 6fd b q Vi.r bo...hr a .t 1/A Th. " d m. mryv�r i.d w qdd q b O..pww d A. �.dr. alas.. dr:e r n.o.a.�r 0s ay.ri.v. !R.o.+b ..d rs,ab. ► n M Ir.r t L sd.4 b b MciQ raA�/ v6b .me.n .d ..e.b.wu.a. fs.so� yliw In mr.r.�b h Oaa.l.v wLlrt ru..w b. urea e!6 �d Ll b. urb. p.d• mr► ban .6 �o..e 6. r.f and I: 1.d ti drt lb bid. a. b b b i.. I0dq..db m-WU Yhbt d. �.�ah� I.b df -4180 og1�I.W.."a b. d M do ad 1Pir. d 0 in ��a �.,a m/pad•1 .1.I rd d b .d lar4yl lr M to lin. IhII b dl IF�w On Va bd6 !. b H14O1-bD & 4 Ad WWd�Wr.- 9% 6�.W a►+1. Mid ao.. Ow of Isr W I piNp w1. .qh VSC 11; f OE61c/l be q� w1.6r9 r.E b� . Rra wv M d N.Ib.. O.'C• ad .Ivn ad Rd b e bea (1H)722.i3iI FAX ()IfD9.22•:III p•r• Spf.d �C�..�it r b wco.d a brr ■ �v.6�DDNC1 MAa r. d�.:�a b ►oM rd u.46•d. dnd Md.h. twc r Oo/� mafw. ■. b Md b b. Ira+r •.nha q 0..019. O�p�y.how R/i b Ib. Ab Twl WA ddJ IAn M e••I WKf'-0 A h n w COgf71ot (C) tM Wa[ GIVAiFA YB.BER tl 1. 1993 m�por.� p.qa •S..i., �d6 ..d. cp 6nd praW.ry b.ad h� r plwl addrd. /•Y Mf/r .6irlo 6•.fry/r alr Ilr acrd P d h u.r dwn on h bbd d dr. p�Ma.nna rdAowaiNbwl� pris o oi.� n.rw4t. f4.►d1 d Yad bcFa rd d..r b AAi■ad d ►id eye d (i/. Farur. IWm pl.s b hb/ra.r, hz •ww A mrr./ .d asp. nlpao•ery b Ir Ibtr:rL Ard/q,dO d}4su1 bdO b N rivoa. b b b.1710'. nsnrlr�Ar lb:.J bb W".tl.■ wo■nlbw. mr.4h t"w trm d IO6, C WD b46.4�a d aon�an.ml. padM m.p .dnsr MCl'rd rfOl IJ5ov 9 . "LMLJ MB -L. Ml %f I L. VT♦ ■ I IIJ VIl/1tr ■1��.■: 9 STANDARD GABLE END DETAIL. t2L2zl9j MPFi MEAN WALL HEIGHT 15 FT. WIND SPEED 70 NOTES: TOP CHORD MAY BE NOTCHED FOR 2X1 OUTLOOKERS * DIAZONAL OR L -BRACING INSTALLED FLATWISE 0 24' O.C. MIN. ON GABLE END WITH VERTICALS ® Ier D.C. MAX WITH NO VERTICAL REOUIRED UNDER REFER TO TABLE BELOW NY OVER NTDS ETA CHORD D 16-O.+AYBE NOTCHED ONLY C. GABLE D MUST EFULLY SHEATHED 4X4 ON ONE FACE OR CONTINUOUS 2X1 r2 OR BTR SCAB MUST BE ATTACHED TO ONE FACE OF THE TOP CHORD IF GABLE STUDS 3 7TP. EXCEED 16 O.G. AND A STUD DOES NOT FALL UNDER EACH NOTCH CONNECT SCAB WRH 1 -ROW OF 100 COMMON WIRE NAILS SPACED AT 17 O.C. MAX THE MAX OUTLOOKER LEND , IS 118'.12 VARIES TO CO,INC% TRE * 1AA" - �At1ofJG-tO` CONT. BEARING. 3X6 SPL. OPT. SPAN TO MATCH COMMON TRUSS. TYPICAL 2Xt L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS, 8' O.C. VERTICAL STUD �- I SECTION A -A. _..• = TRUSSES AT 24' O.C. /2' PLYWOOD SHEATHING o w�• OUTIAOKERS �' •- 3'- MAX .—i1 11 1 n.T�i",7,,/(,, r♦nn l�%f:v� 4 LA AS END WALL �L FURRING STRIP OR LATH SGI�DiZ E1Dc� G�►7 •�'JUSS LATERAL BRACING NAILING SCHEOULE. VERT. HEIGHT. N NAIL AT a END UP TO 7'-0' 2 - 16d 7'-0 - 8'-B' 3 - 16d OVER 8'-6' 4 - I6d MAXIMUM VERTICAL STUDS HEIGHT, SPACING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH L -BRACE 12 INCH O.C. 5-7-2 11-3-12 10-4-14 16 INCH O.C. 5-1-0 12-1-12 9-5-8 24 INCH D.C.-5-4 SPACINGI 24 Inch O.C. IB -l-7 B-8-3 NOTE: 3FURNISH COPY OF THIS DRAWING TO CONTRACTOR I.VERT. HAD BEEN CHECKED FOR 80 MPH WIND LOAD, FOR BRACING IOF THIS DR MEAN WALL HEIGHT OF 15 FT, AM L/210 OEFL. CRIT. a BRACING BRACING IN IS FOR IDUAL TRUSS ONLT IOR 2.COMIECTION BETWEEN BOTTOM CHORD OF CABLE ENDCT FOR TRUSS AND WALL TO BE PROVIDED B7 PROJECT ENGINEER CONSULT TEFQ RARE AND P RM N NT ACING OFRROOF Sy' OR ARCHITECT. MINIMUM GRADE OF LUMBER LOADING (PSFI STR. INCR. r 25 /. T.C. 2X4 No.l 9l OF -L TPI -9$ Crit. TOP 20 � (DRAWN BY 1 .JB B.C. 2X4 No.1 91 OF �C_94 BOTTOM 6 l0 CHECKED t JAI Webs 2X4 STUD OF -L SPACINGI 24 Inch O.C. S REP. STRESS, TES L1aax e �•!D-r¢Lass U1�4 2eSl:sr 6 F, Ta 156 PAF `�j Lrc� paov I tas= D STutLo orz c•.-�1E2 �1j��•¢ 12c��Is-rl..>G N(bTELZIis 00FCthTt: Tca FCES�ST 18d PL,F I� b-rrac.�l•Gp "fo ons.^ �1.�.� .� c7tucco "-F:�dn)f� �S'L'r�Si IS Go N� cTG-,17 6"'r.i. 1"•j'2G.,. WA�.c-. TZ t�-p. Go�.►�ECTior�1 A WARNING- Verify derign parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE. Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper Incorporation of component is responsibility of building designer - not truss designer. Bracing shown for lateral supportof individual web members only t Additional temporary bracing to Insure stability during construction Is the responsibility off the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-89 Bracing SpecMcatlon, and HIB -91 Handling Installing and Bracing Recommendation available from Truss Plate Institute, 583 D' MITsk Industries, Inc.. Onotdo Drive, Madison, WI 53719 q I 1998 QROfESSip7�z N FG Ftp/ IJO. d4 9 EXP 9-30-00 'PA C IV IV OF CALVV � Mani M10 MiTek' January 15, 1998 MiTek Industries Inc 3033 GOLD CANAL DRIVE SUITE 200 RANCHO CORDOVA CA 95670 USA FAX (916( 631 8225 TELEPHONE (916( 631 7811 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads MiTek industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails at 12"o.c. These rules only apply to residential 2' o.c. truss -applications with greater than 3/12 pitch. If you Chief q Western any questions, please contact me at 800-772-5351. aQ'QF pONG YG ai er OF MOSS LUMBER TRUSS DEPT 2X BLOGKING Nc W/ CONT. LAT. I 2X BLOCKING W, 4 8d TO DBL. T D6L TOP PLATE 2X DBL TOP PLATE5. i�/I/')= ( IJCCTIA Ir IOC E:7I A n IG PROVIDE 2X4 DF LATERAL 6RAGIN6 ' T 6LOGK 60TTOM � EVERY 16"-0°. NU I C: DFAGIN6 TO PREVENT ROTATION � LATERAL MOVEMENT IN AGGORDANGE W/ UDC, SEG. 2326.12.8 NOT TO BE USED FOR HOIZONTAL, OR VERTIGLE SHEAR TRANSFEK LATERAL BRACING DETAIL PREMANUFAGTURED TRUSSES 6D 24° O.G. BEARING WALL 2X 5TUD5 0 16° D.G. TYP. U. N. 0. • • 0 ROUTING CITY OF CHICO INTER -OFFICE MEMORANDUM ACTION DESIRED TO DEPT. - OFF. - INDIV INT. �� �T T" J, ��Cca $'-P �4 C �� ,6�i ���� h c::s.:�-e ` t° / �%� G���i t .�- ��j � �`��� � -4— 4-vChief G `_e S e v-e_e ' Cef Review (Comment if appropriate) and return City Manager City Attorney Call/See me re this City Clerk Investigate and report ACM- Act as indicated ACM Please process R/GSM For your info./file Finance Off. Your signature required PIT/Ad. Tech- Return to sender CSD Dir. Pub. Wrks. Per your request ADPW- Circulate Bldg. Off. Please Post Planning Dir FILE Park Dir. of Police TICKLER Y X20 (�! Fire Chief Signature Department Date 11-8 1196 100M 'z.:. -- CITY OF CHICO MEMORANDUM CITY 0.1872 O INC. 1872 7��4 • i TO: ACM DUNLAP DATE: July 30, 1998 FROM: ADPW HISLOP FILE: AVIGATION EASEMENT RE: AVIGATION EASEMENT , 80 FELICIDAD LANE (NIX) Property Address: 80 Felicidad Lane A.P. Number: 047-430-057 Property Owner: Tom J. Nix and Sheri L. Nix Property Owner Address: P.O. Box 4679, Chico 95927 The following documents for the above referenced avigation easement are attached: An executed and acknowledged Grant. of Avigation Easement Certificate of Acceptance and Consent Escrow Instructions As Supplemental Information: Preliminary Title Report This Avigation Easement is located in the County, and is within the area covered by the North Chico Specific Plan and is being dedicated as a condition of a Building Permit. Please review for administrative compliance, execute and record. CW cc w/o Attach: DPW ID Memo cc w/Attach: File �dg`Folder7 s:\con n ieVorms\avig\a cmemo. n ix k ' 1j 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Pursuant to §6103 and §27383 of the California Government Code, the City of Chico is not required to pay Butte County recording fees. After recording, return to: City Manager City of Chico P.O. Box 3420 Chico, CA 95927-3420 GRANT OF AVIGATION EASEMENT Deed made this 13th day of July, 1998, by Tom J. Nix and Sheri L. Nix, husband and wife doing business as Tom J. Nix Custom Homes as to an undivided 1/2 interest and Tom J. Nix and Sheri L. Nix, husband and wife, as joint tenants as to an undivided 1/2 interest (hereinafter referred to as "Grantor") to the City of Chico, a municipal corporation of the State of California (hereinafter referred to as "Grantee"). In consideration of good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantor, for itself, its heirs, administrators, executors, successors, and assigns, does hereby grant and convey to Grantee, its successors and assigns, a perpetual easement and right of way for the unobstructed passage of all aircraft in the airspace above the property located in the County of Butte, State of California, described in Exhibit A and shown in Exhibit B, attached hereto and by this reference incorporated herein (hereinafter called "the Property"), from a height of 387 feet above sea level to an infinite height above the Property. Concomitant and coextensive with said easement and right of way, Grantee shall have the continuing right to remove all or any portion of any structure, natural growth or other object on the property which extends into the airspace over the property to a height of more than 387 feet above mean sea level. Grantee shall have the further right to cause in all airspace above the surface of the property such noise, vibrations, fumes, dust, fuel particles, and all other effects that R:\FORMS\ENGFORMSIAVIG\GRANT.DOC Page 1 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 151 16 17 18 19 20 21 22 23 24 25 26 27 may be caused by the operation of aircraft landing at or taking off from or operating at or on the Chico Municipal Airport; and Grantor does hereby fully waive, remise, and release any right or cause of action which it may now have or which it may have in the future against Grantee, its successors and assigns, due to such noise, vibrations, fumes, dust, fuel particles, and all other effects that may be caused or may have been caused by the operation of aircraft landing at, or taking off from, or operating at or on the Chico Municipal Airport. Grantor, for itself, its heirs, administrators, executors, successors, and assigns, does hereby agree not to cause or permit any structure, natural growth or other object on the property which extends into the airspace over the property more than 387 feet above mean sea level and not to use or permit the use of the property in such a manner as to create electrical interference with radio communications between aircraft and the Chico Municipal Airport, to make it difficult for flyers to distinguish between airport lights and other lights, to impair visibility in the vicinity of the Chico Municipal Airport, or to otherwise endanger aircraft landing at or taking off from the Chico Municipal Airport. This easement and right of way shall be appurtenant to the Chico Municipal Airport and shall be for the benefit of Grantee and members of the general public operating aircraft which land at or take off from the Chico Municipal Airport. IN WITNESS WHEREOF, Grantor has executed this deed on the date first written above. GRANTOR: c��./ T m J. Nix APPROVED AS TO FORM: \s\ DAVID R. FRANK uavio K. F-ranK, City Attorney I R:\FORMS\ENGFORMS\AVIG\GRANT.DOC Sheri L. Nix * Signature is to be acknowledged. Page 2 of 2 GRANT OF AVIGATION EASEMENT TOM J. NIX AND SHERI L. NIX ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED "JUSTIN MANOR SUBDIVISION," 'FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, PAGE(S) 91, 92 AND 93. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES AS SHOWN ON SAID MAP. ALSO RESERVING THEREFROM A 35 -FOOT PEDESTRIAN BIKE PATH, STORM DRAIN AND ACCESS EASEMENT, AS SHOWN ON SAID MAP. THE ABOVE DESCRIBED PARCEL HAS BEEN ASSIGNED ASSESSOR'S PARCEL NO. 047- 430-057. BY: <:�;y CHECKED: �y APPROVED: . DATE: 9-16/9� EXHIBIT "A" Page 1 of 1 SADEEDDESC\GMC-RONF\TOMNIX.AVI 7/8/98 CITY OF CHICO DEPARTMENT OF PUBLIC WORKS DRAWN fY Go Me DAT[ JULY 1998 cwtcx[o M.H. =ALE 1-- 300' PLAT TO ACCOMPANY EXHIBIT AVIGATION EASEMENT ••g•• z�7 1 TOM J. NIX 8 SHERI L. NIX SST s"m ! or I STATE OF CALIFORNIA COUNTY OF BUTTE ACKNOWLEDGMENT } } SS } GP�— On this < day of in the year of 1998, before me, the undersigned, a Notary Public in and for the County of Butte, State of California, personally appeared TOM J. NIX AND SHERI L. NIX, personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacity, and that by their signatures on the instrument the persons or the entity upon behalf of which the persons acted, executed the instrument. WITNESS my hand and official seal. lJ V V& - Notary Public in and for the County of Butte, State of California �j Commission expires: % 02l 7 R:\FORMS\ENG FORMS WV IG\NOTARY.00C Print name: 041y r E".°°Th CONNIE SHEPHERD � Comm. # 1048829 a e " NOTARY PUBLIC • CALIFORMA Butte Coady C4(IFOPN\ My Comm. Expires Jan. 21. 1999 -� AFTER RECORDING, RETURN TO: CITY MANAGER, CITY OF CHICO POST OFFICE BOX 3420 CHICO, CALIFORNIA 95927 ; CERTIFICATE OF ACCEPTANCE AND CONSENT This is to certify that the interest in the real property conveyed by the Grant of Avigation Easement, dated July 13, 1998, from Tom J. Nix and Sheri L. Nix to the City of Chico, a Municipal Corporation, is hereby accepted by the undersigned officer on behalf of the City Council of the City of Chico, pursuant to the Authority granted by §2R.04.030 of the Chico Municipal Code, and the grantee consents to recordation thereof by its duly authorized officer. Date: STATE OF CALIFORNIA ) ) ss. COUNTY OF BUTTE ) THOMAS J. LANDO, CITY MANAGER By: Trish Dunlap, Assistant City Manager City of Chico ACKNOWLEDGMENT On this day of , , before me, the undersigned, a Notary Public in and for the County of Butte, State of California, personally appeared Trish Dunlap, known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed this instrument. Witness my hand and official seal. Christine E. Vosti, Notary Public In and for the County of Butte, State of California OPTIONAL SECTION Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the document. Signer claims that she signed the within instrument as the Assistant City Manager of the City of Chico, a Municipal Corporation. R:\FORMS\ENGFORMS\AVIG\ACPTCON.DOC MID VALLEY TITLE & ESCROW COMPANY 601 Main Street, Chico, CA 95928 From: City Manager P.O. Box 3420 Chico, CA 95927 File: Attn: Roger Button Re: Avigation Easement APN 047-430-057 Located at 80 Felicidad Lane off Keefer Road ESCROW INSTRUCTIONS: Enclosed are original and duplicate copies of the following: 1. GRANT OF AVIGATION EASEMENT from Tom J. Nix and Sheri L. Nix to the City of Chico, dated July 13, 1998. 2. CERTIFICATE OF ACCEPTANCE AND CONSENT which has been signed on behalf of the City of Chico, dated Please record the above documents and return the conformed copies to me as soon as available with the preliminary recording information shown thereon. Pursuant to §6103 and §27383 of the California Government Code, the City of Chico is not required to pay Butte County recording fees. If you have any questions, please call me at 895-4801. Cristine E. Vosti Administrative Analyst CW cc: DPW ADPW-E Enclosures R:\FORMS\ENGFORMS\AVIG\ESCROW. DOC Page 1 of 1 FwwwFd� ♦µ ,�,w. d: ,'�+ yow :`4ic, 1 e `j CITY Or CHICO it ENGINEERING, DIVISIONPre�iinlary Report Fidelity. National Title Company of California A Stock Company PRELIMINARY REPORT In response to the application for a policy of title insurance referenced herein, FIDELITY NATIONAL TITLE COMPANY OF CALIFORNIA hereby reports that it is prepared to issue, or cause to be issued, as of the date hereof, a Policy or Policies of Title Insurance describing the land and the estate or interest therein hereinafter set forth, insuring against loss which may be sustained by reason of any defect, lien or encumbrance not shown or referred to as an Exception herein or not excluded from coverage pursuant to the printed Schedules, Conditions and Stipulations of said policy forms. The printed exceptions and exclusions from coverage of said Policy or Policies are set forth in Exhibit A attached. Copies of the Policy forms should be read. They are available from the office which issued the report. This report (and any supplements or amendments hereto) is issued solely for the purpose of facilitating the issuance of a Policy or Policies of title insurance and no liability is assumed hereby. If it is desired that liability be assumed prior to the issuance of a policy of title insurance, a Binder or Commitment should be requested. The Policy(s) of title insurance to be issued hereunder will be policies of FIDELITY NATIONAL TITLE INSURANCE COMPANY OF CALIFORNIA, a California Corporation. Please read the exception shown or referred to below and the exceptions and exclusions set forth in Exhibit A of this report carefully. The exceptions and exclusions are meant to provide you with notice of matters which are not covered under the terms of the title insurance policy and should be carefully considered. It is important to note that this preliminary report is not a written representation as to the condition of title and may not list all liens, defects and encumbrances affecting title to the land. FIDELITY NATIONAL TITLE COMPANY OF CALIFORNIA Countersigned: n(� p BY �i Ct Yl, 1 Authorized Signatory FORM 288-89-94 (1/5/96) (PRN 2/96) PRELIMINARY REPORT COVER - EXHIBIT A BY President ATTEST Secretary FIDELITY NATIONAL TITLE COMPANY 535 WALL STREET * CHICO, CA 95928 (530) 343-3716 * FAX (530) 343-4410 PRELIMINARY REPORT 05/22/98 ESCROW OFFICER: JOLLEEN C. WHITSETT DP/TV OUR NO.: 2-65715JCW RE: NIX TO: TOM NIX CC: REDDING BANK OF COMMERCE . 4 EFFECTIVE AS OF MAY 11, 1998, AT 7:30 A.M. THE FORM OF POLICY OR POLICIES OF TITLE INSURANCE CONTEMPLATED BY THIS REPORT IS: X CALIFORNIA LAND TITLE ASSOCIATION STANDARD COVERAGE POLICY - 1990 X AMERICAN LAND TITLE ASSOCIATION LOAN POLICY (10/17/92) WITH A.L.T.A. ENDORSEMENT - FORM 1 COVERAGE OTHER: THE ESTATE OR INTEREST IN THE LAND HEREINAFTER DESCRIBED OR REFERRED TO COVERED BY THIS REPORT IS: A FEE AND EASEMENT TITLE TO SAID ESTATE OR INTEREST AT THE DATE HEREOF IS VESTED IN: TOM J. NIX AND SHERI L. NIX, HUSBAND AND WIFE DOING BUSINESS AS TOM J. NIX CUSTOM HOMES AS TO AN UNDIVIDED 1/2 INTEREST AND TOM J. NIX AND SHERI L. NIX, HUSBAND AND WIFE, AS JOINT TENANTS AS TO AN UNDIVIDED 1/2 INTEREST THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, UNINCORPORATED AREA, AND IS DESCRIBED ON: EXHIBIT "ONE" ATTACHED HERETO AND MADE A PART HEREOF. Page 1 ORDER NO. 2-65715JCW r AT THE DATE HEREOF EXCEPTIONS TO COVERAGE IN ADDITION TO THE PRINTED EXCEPTIONS AND EXCLUSIONS IN SAID POLICY FORM WOULD'BE AS FOLLOWS: ITEMS: 1. PROPERTY TAXES, WHICH ARE A LIEN NOT YET DUE AND PAYABLE, INCLUDING ANY ASSESSMENTS COLLECTED WITH TAXES TO BE LEVIED FOR THE FISCAL YEAR 1998 - 1999. 2. SUPPLEMENTAL ASSESSMENT FOR 1996, BILL NO. 990-169-368-000-96 1ST INSTALLMENT: $4.72 DELINQUENT PLUS PENALTY OF $0.47 2ND INSTALLMENT: $7.72 MUST BE PAID BY: JUNE 1, 1998 3. THE LIEN OF SUPPLEMENTAL TAXES, IF ANY, ASSESSED PURSUANT TO THE PROVISIONS OF CHAPTER 3.5 (COMMENCING WITH SECTION 75) OF THE REVENUE AND TAXATION CODE OF THE STATE OF CALIFORNIA. 4. EASEMENT(S) FOR THE PURPOSES) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS GRANTED IN A DOCUMENT; GRANTED TO: ELLIS S. FOSTER, ET AL PURPOSE: ROAD AND PUBLIC UTILITY PURPOSES RECORDED: FEBRUARY 13, 1995, AS INSTRUMENT NO. 95-04710, OFFICIAL RECORDS OF BUTTE COUNTY. 5. EASEMENTS AND BUILDING SETBACK LINE, DEDICATIONS OR OFFER FOR DEDICATIONS, IF ANY, AND STATEMENTS, IF ANY, AS SHOWN ON THAT CERTAIN MAP FILED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 16, 1996, IN BOOK 138, OF MAPS, AT PAGE(S) 91, 92 AND 93, REFERRED TO HEREIN. 6. A COVENANT AND AGREEMENT ENTITLED "AGREEMENT RUNNING WITH THE LAND RE MITIGATION OF CUMULATIVE TRAFFIC AND DRAINAGE IMPACTS WITHIN CSA 87" EXECUTED BY:, JON M. GREGOIRE, ET AL IN FAVOR OF: COUNTY OF BUTTE RECORDED: NOVEMBER 14, 1996, AS INSTRUMENT NO. 96-43240, OFFICIAL RECORDS OF BUTTE COUNTY. REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. CONTINUED Page 2 ORDER NO. 2-65715JCW 7. COVENANTS, CONDITIONS AND RESTRICTIONS (DELETING THEREFROM ANY RESTRICTIONS INDICATING ANY PREFERENCE, LIMITATION OR DISCRIMINATION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN) AS SET FORTH IN THE DOCUMENT RECORDED: NOVEMBER 16, 1996, AS INSTRUMENT NO. 96-43241, OFFICIAL RECORDS OF BUTTE COUNTY. 8. MATTERS CONTAINED IN THAT CERTAIN DOCUMENT ENTITLED, "ROAD MAINTENANCE AGREEMENT" DATED MARCH 30, 1995, EXECUTED BY AND BETWEEN ELLIS S. FOSTER, ET AL, RECORDED NOVEMBER 14, 1996, AS INSTRUMENT NO. 96-43242, OFFICIAL RECORDS OF BUTTE COUNTY, WHICH DOCUMENT, AMONG OTHER THINGS, CONTAINS OR PROVIDES FOR: "COST AND MAINTENANCE" 0 10 REFERENCE IS HEREBY MADE TO SAID DOCUMENT FOR FULL PARTICULARS. A DEED OF TRUST TO SECURE AN INDEBTEDNESS IN THE AMOUNT SHOWN BELOW, AND ANY OTHER OBLIGATIONS SECURED THEREBY AMOUNT: $68,000.00 DATED: SEPTEMBER 5, 1996 TRUSTOR: JON M. GREGOIRE AND LINDA GREGOIRE, TRUSTEES OF THE GREGOIRE FAMILY TRUST DATED SEPTEMBER 25, 1990, AS TO AN UNDIVIDED 1/2 INTEREST; AND TOM J. NIX AND SHERI L. NIX, HUSBAND AND WIFE, DOING BUSINESS AS TOM J. NIX CUSTOM HOMES, INC., AS TO AN UNDIVIDED 1/2 INTEREST TRUSTEE: MID VALLEY TITLE AND ESCROW COMPANY, A CALIFORNIA CORPORATION BENEFICIARY: MARK W. KOSTERMAN AND MARY W. KOSTERMAN, HUSBAND AND WIFE LOAN NO.: NONE SHOWN RECORDED: NOVEMBER 26, 1996, AS INSTRUMENT NO. 96- 044737, OFFICIAL RECORDS OF BUTTE COUNTY. INCLUDES OTHER LAND EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS GRANTED IN A DOCUMENT; GRANTED TO: GERALD W. DEADMOND AND JANET DEADMOND, HUSBAND AND WIFE PURPOSE: ROAD AND PUBLIC UTILITIES AS SHOWN ON SAID MAP, ALSO A 35 FOOT PEDESTRIAN, BIKE PATH, STORM DRAIN AND ACCESS EASEMENT RECORDED: MARCH 3, 1997, AS INSTRUMENT NO. 97-007493, OFFICIAL RECORDS OF BUTTE COUNTY. Page 3 ORDER NO. 2-65715JCW NOTES FOR INFORMATION: NOTE NO. 1: THE CHARGE FOR A POLICY OF TITLE INSURANCE, WHEN ISSUED THROUGH THIS TITLE ORDER, WILL BE BASED ON THE SHORT TERM RATE. NOTE NO. 2: TITLE COMPANIES ARE ALLOWED TO RECORD MONDAY THRU FRIDAY AT 9:00 A.M. ONLY. WE NEED YOUR RECORDING PACKAGES BY 3:00 P.M. IN ORDER TO RECORD ON THE FOLLOWING WORK DAY. NOTE NO. 3: PROPERTY TAXES FCR THE FISCAL YEAR SHOWN BELOW ARE PAID. FOR PRORATION PURPOSES THE AMOUNTS ARE: APN: 047-430-057 FISCAL YEAR: 1997 - 1998 1ST INSTALLMENT: $791.96, PAID 2ND INSTALLMENT: $791.96, PAID EXEMPTION: $-G- LAND: $49,728.00 IMPROVEMENTS: $-o- PERSONAL PROPERTY: $-0- CODE AREA: 062-220 Page 4 ORDER NO. 2-65715JCW ***NOTICE*** EFFECTIVE JANUARY I , 1998 THERE ARE NEW GUIDELINES FOR DOCUMENTS THAT ARE RECORDING IN BUTTE COUNTY. 1) THE RIGHT AND LEFT MARGINS ON THE DOCUMENT HAVE TO BE AT LEAST 1/2 OF AN INCH. 2) ANY DOCUMENTS OVER 8 1/2 X 11 WILL BE CHARGED A PENALTY. PLEASE BE AWARE OF THESE CHANGES. PLEASE CHANGE YOUR DOCUMENTS ACCORDINGLY. Page 5 ORDER NO. 2-65715JCW NOTE: ON OR AFTER AUGUST 1, 1987, THE BUTTE COUNTY RECORDER'S OFFICE WILL CHARGE, IN ADDITION TO THE REGULAR RECORDING CHARGES, AN EXTRA $20.00 RECORDING FEE, UNLESS A DOCUMENT EVIDENCING A CHANGE OF OWNERSHIP IS ACCOMPANIED BY A PRELIMINARY CHANGE OF OWNERSHIP. IN LIEU OF SAID REPORT, SIGNED BY THE TRANSFEREE, THE RECORDER WILL ACCEPT AN AFFIDAVIT THAT THE TRANSFEREE IS NOT A RESIDENT OF CALIFORNIA. TITLE BILLINGS WILL BE ADJUSTED TO REFLECT SUCH ADDITIONAL FEES WHEN APPLICABLE. NOTE: CALIFORNIA STATE SENATE BILL NUMBER 2319, EFFECTIVE JANUARY 1, 1991, REQUIRES THAT THE BUYER IN ALL SALES OF CALIFORNIA REAL ESTATE, WHEREIN THE SELLER SHOWS AN OUT OF STATE ADDRESS, WITHHOLD 3 1/3% OF THE TOTAL SALES PRICE AS CALIFORNIA STATE INCOME TAX, SUBJECT TO THE VARIOUS PROVISIONS OF THE LAW AS THEREIN CONTAINED. NOTE: ` A. SECTION 12413.1, CALIFORNIA INSURANCE CODE, COMMONLY KNOWN AS ASSEMBLY BILL 512, BECAME EFFECTIVE JANUARY 1, 1990. THIS LEGISLATION DEALS WITH THE DISBURSEMENT OF FUNDS DEPOSITED WITH ANY TITLE ENTITY ACTING IN AN ESCROW OR SUBESCROW CAPACITY. THE LAW REQUIRES THAT ALL FUNDS BE DEPOSITED AND COLLECTED BY THE TITLE ENTITY'S ESCROW AND/OR SUBESCROW ACCOUNT PRIOR TO DISBURSEMENT OF ANY FUNDS. SOME METHODS OF FUNDING MAY SUBJECT FUNDS TO A HOLDING PERIOD WHICH MUST EXPIRE BEFORE ANY FUNDS MAY BE DISBURSED. IN ORDER TO AVOID ANY SUCH DELAYS, ALL FUNDINGS SHOULD BE DONE THROUGH WIRE TRANSFER, CERTIFIED CHECK OR CHECKS DRAWN ON CALIFORNIA FINANCIAL INSTITUTIONS. B. ANY FUNDS TO BE DISBURSED BY FIDELITY NATIONAL TITLE COMPANY WILL BE DISBURSED IN COMPLIANCE WITH SECTION 12413.1 OF THE CALIFORNIA INSURANCE CODE. A CASHIER'S TELLER'S OR CERTIFIED CHECK WILL HAVE NEXT DAY AVAILABILITY AFTER DEPOSIT. ALL OTHER LOCAL CHECKS WILL HAVE 3 DAY AVAILABILITY AFTER DEPOSIT. NON -LOCAL CHECKS WILL HAVE 7 DAY AVAILABILITY AFTER DEPOSIT. FUNDS RECEIVED TOO LATE IN THE DAY FOR SAME DAY DEPOSIT WILL REQUIRE ONE ADDITIONAL DAY BEFORE THEY ARE AVAILABLE FOR DISBURSEMENT. C. THE DEPOSIT OF A CASHIER'S, TELLER'S OR CERTIFIED CHECK, OR ELECTRONIC TRANSFER OF FUNDS WILL EXPEDITE THE DISBURSEMENT OF FUNDS AND THE CLOSE OF THIS TRANSACTION. NOTE: THE ATTACHED ASSESSOR'S PARCEL MAP IS BEING FURNISHED AS A CONVENIENCE TO LOCATE THE LAND DESCRIBED IN THIS REPORT WITH RELATION TO ADJOINING STREETS AND OTHER LANDS. FIDELITY NATIONAL TITLE INSURANCE COMPANY DOES NOT GUARANTEE DIMENSIONS, DISTANCES, BEARINGS OR ACREAGE STATED THEREON. IT IS NOT INTENDED TO ILLUSTRATE LEGAL BUILDING SITES OR SUPERSEDE CITY OR COUNTY ORDINANCES, I.E. ZONING AND BUILDING CODES, ETC. OFFICIAL INFORMATION CONCERNING THE USE OF ANY PARCEL SHOULD BE OBTAINED FROM LOCAL GOVERNMENT AGENCIES. - END OF ITEMS Page 6 ORDER NO. 2-6571SJCW LEGAL DESCRIPTION EXHIBIT "ONE" ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF CHICO AND COUNTY OF BUTTE, STATE OF CALIFORNIA, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: PARCEL I: LOT 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED "JUSTIN MANOR SUBDIVISION", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, PAGE(S) 91, 92 AND 93. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES AS SHOWN ON SAID MAP. ALSO RESERVING THEREFROM A 35 FOOT PEDESTRIAN, BIKE PATH, STORM DRAIN AND ACCESS EASEMENT, AS SHOWN ON SAID MAP. AP ##047-430-057 PARCEL II• A 30.00 FOOT WIDE NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTHWESTERLY 30.00 FEET OF PARCELS 1, 3 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 15. PARCEL III• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEING A PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 15, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WESTERLY CORNER OF SAID PARCEL 1, SAID POINT BEING ON THE SOUTHERLY RIGHT OF WAY LINE OF KEEFER ROAD; THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 1, SOUTH 37 DEG. 42' 36" EAST, A DISTANCE OF 10.57 FEET; THENCE LEAVING SAID WESTERLY LINE OF PARCEL,1, NORTH 71 DEG. 13' 26" EAST, A DISTANCE OF 31.72 FEET TO THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE FROM SAID POINT OF BEGINNING NORTH 71 DEG. 13' 26" EAST, A CONTINUED Page 7 ORDER NO. 2-65715JCW PARCEL III - CONTINUED DISTANCE OF 56.01 FEET TO THE BEGINNING OF A 40.00 FOOT RADIUS CURVE (THRU WHICH POINT A RADIAL LINE BEARS NORTH 18 DEG. 46' 34" WEST); THENCE ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 108 DEG. 56' 02" A DISTANCE OF 76.05 FEET; THENCE NORTH 37 DEG. 42' 36" WEST, A DISTANCE OF 56.01 FEET TO THE TRUE POINT OF BEGINNING. PARCEL IV� AN EASEMENT FOR BICYCLE AND PEDESTRIAN PATH WAYS, STORM DRAINAGE FACILITIES AND APPURTENANT PUBLIC USE, OVER THE FOLLOWING DESCRIBED PROPERTY: THE NORTHERLY 10 FEET OF LOT 27, AS SHOWN ON THAT CERTAIN MAP ENTITLED "CARRIAGE ESTATES SUBDIVISION", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON SEPTEMBER 22, 1988, IN BOOK 112 OF MAPS, PAGE(S) 24, 25, 26 AND 27. PARCEL V• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN MAP ENTITLED "JUSTIN MANOR SUBDIVISION", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, PAGE(S) 91, 92 AND 93. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL VI• A 35 FOOT PEDESTRIAN, BIKE PATH, STORM DRAIN AND ACCESS EASEMENT, AS SHOWN ON THAT CERTAIN MAP ENTITLED "JUSTIN MANOR SUBDIVISION", FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, PAGE(S) 91, 92 AND 93. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL VII• A 46 FOOT WIDE STORM DRAIN EASEMENT OVER LOT 7, A CERTAIN MAP ENTITLED "JUSTIN MANOR SUBDIVISION", OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, PAGE(S) 91, END OF LEGAL Page 8 S SHOWN ON THAT FILED IN THE CALIFORNIA, ON 92 AND 93. ORDER NO. 2-65715JCW } FIDELITY NATIONAL TITLE COMPANY 535 WALL STREET * CHICO, CA 95928 (530) 343-3716 * FAX (530) 343-4410 BEDDING BANK OF COMMERCE LENDER'S SUPPLEMENTAL ADDRESS REPORT DATED AS OF MAY 11, 1998, AT 7:30 AM THE HEREIN REFERRED TO ORDER NUMBER, (INCLUDING ANY SUPPLEMENTS OR AMENDMENTS THERETO), IS HEREBY MODIFIED AND/OR SUPPLEMENTED TO REFLECT THE FOLLOWING ADDITIONAL INFORMATION RELATING TO THE ISSUANCE OF AN ALTA/CLTA AS FOLLOWS: (_) NOTE: OUR A.L.T.A. POLICY, WHEN ISSUED, WILL CONTAIN C.L.T.A. INDORSEMENT NO. 100. (X) NOTE: IMPROVEMENTS LOCATED ON SAID LAND ARE DESIGNATED AS: VACANT LAND, NO ADDRESS AT THIS TIME (X) NOTE: THE ONLY CONVEYANCES AFFECTING SAID LAND RECORDED WITHIN 6 MONTHS AS OF THIS REPORT ARE AS FOLLOWS: NONE (_) PLEASE ELIMINATE THE FOLLOWING ITEMS FROM YOUR REPORT: ( ) PLEASE ADD THE FOLLOWING ITEMS TO YOUR REPORT: FORM CT -10A Page 9 PTN SEC. 30 Dr 3/, T. 23 N. R. / E. M.D. 47-46 I I I I 1 I RDAD I EFER � I KE 8 a 71 EMSA� 11921 0o xp0 O \ 52 l2� 0d Il7 32A5 a i.6 / 9sy ` - aa> 2 53 . 3 1.05AC 167.66 3J � 14 O 2.95AC 1 0 e9.94 ''0 J . AAcct� •A7 J r /7 l0.07AC U, e` c ` 51 \a. i0 9.85AC \ \\L Uj Cc � � v ss.s7 22 Is21t 239 Is001119 18 117 5 5< 24 O 41 ON 39 38 37 36 3©� \ O c a 1.13ACv m 1.05AC I AC 1.13AC 1.IJAC 92 o ,+ 57 a ZJA�9°25 0 2 uorso.Iso 17o 1,70 09AC 2�9 ; 27 1y1• 45 J.O6AC 43 175.21 1.26AC 10 PAC y i00 1l 'y1.21AC 170 1 12 Iso! 13 95 16 g` 27 �.SAw bh• i Z 8- 2.72AC �0 26 7- 4.00AC m? I.C.-AC 1.05AC 167.66 1.1 JAC h ¢ 217.P6 O Q 33 ol.sasc 14 O 2.95AC 1 0 e9.94 ''0 47-43 ' C1 a T cc I e I 1" = 1400' I jQ 4 I I i7 1338.20 ._ \ 46 117.Is 21°6 25 o e 19 96 ti 5 3.12 AC `p0 9.61AC F0 X00 4 23 24 = E, / 9 JJlAC e0 1 \ n'y'iL E\1 150 22 •° J.sOAC e� 291.650 ° 3LOT 7� s 3.20AC \ 56 2 ma, J.S7AC 8 c �' 442.89 O o ', J 1 0 5 a 47-26 1 J J 2.77AC P,�F.`e.8 I.:.xs 276.77 �\B• \ 19 �. 5S ` 3 46.77 O G�6 ; 94.08AC • \P e• P6 x9 THIS IS NOT A SURVEY THIS IS A COPY OF THE COUNTY ASSESSOR'S PLAT MAP AND IS PROVIDED SOLELY TO AID IN \ LOCATING THE LAND IN RESPECT TO ROADS AND OTHER PARCELS. FIDELITY NATIONAL TITLE CO. \°> ASSUMES NO LIA131LITY FOR ANY LOSS OCCURRING BY REASON OF RELIANCE THEREON. \� 3442.70 \ 47-44 Assessor's Mop No.47-43 JUS77M MANORSU3 1J9MQR.91/93 11-14-96 LOTS l/7COunl Of Bufle,COlif. �- CARRIAGE ESTATES SUB., 112 M.O.R. 24/27, 9-22.1988 \ 'J UN 1997 Y LOT 7, KOHLHOFF AND GACKST£TT£R LANDS,, 7M.O.R. 35,6-26-19/1 REVISED: 1-97 LOTS 1,2 8 3, HOLMES TRACT, 6 M.O.R. 36, 5-7-1910 i <7•L is CITY OF CHICO MEMORANDUM CITYorCHICO INC. 1872 TO: ACM DUNLAP DATE: August 10, 1998 FROM: ADPW HISLOP FILE: AVIGATION EASEMENT RE: AVIGATION EASEMENT FELICIDAD LANE (DEADMOND) Property Address: Felicidad Lane A.P. Number: 047-430-058 `. Property Owner: Gerald Deadmond and Janet Deadmond Property Owner Address: 14052 Limousin Drive,Chico, CA 95973 The following documents for the above referenced avigation easement are attached: l An executed and acknowledged Grant of Avigation Easement Certificate of Acceptance and Consent Escrow Instructions As Supplemental Information: J Preliminary Title Report I y This Avigation Easement is located in the County, and is within the area covered by the North Chico Specific Plan and is being dedicated as a condition of a Building Permit., Please review for administrative compliance, execute and record. CW cc w/o Attach: .. DPW - ID Memo", cc w/Attach: File Bldg. Folder EC 'AUG 10--.1998 CITY of CHICO COMMUNITY g DEVELOPMENT DEPT. s:\connie\forms\avig\acmemo. nix AFTER RECORDING, RETURN TO: CITY MANAGER, CITY OF CHIC_ O POST OFFICE BOX 3420 CHICO, CALIFORNIA 95927 CERTIFICATE OF ACCEPTANCE AND CONSENT This is to certify that the interest in the real property conveyed by the Grant of Avigation Easement, dated August 10, 1998, from Gerald Deadmond and Janet Deadmond, husband and wife as joint tenants, to the City of Chico, a Municipal Corporation, is hereby accepted by the undersigned officer on behalf of the City Council of the City of Chico, pursuant to the Authority granted by §2R.04.030 of the Chico Municipal Code, and the grantee consents to recordation thereof by its duly authorized officer. Date: STATE OF CALIFORNIA ) ss. COUNTY OF BUTTE ) THOMAS J. LANDO, CITY MANAGER IN Trish Dunlap, Assistant City Manager City of Chico ACKNOWLEDGMENT On this day of I , before me, the undersigned, a Notary Public in and for the County of Butte, State of California, personally appeared Trish Dunlap, known to me to be the person whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her authorized capacity, and that by her signature on the instrument the person, or the entity upon behalf of which the person acted, executed this instrument. Witness my hand and official seal. Christine E. Vosti, Notary Public In and for the County of Butte, State of California OPTIONAL SECTION Though statute does not require the Notary to fill in the data below, doing so may prove invaluable to persons relying on the document. Signer claims that she signed the within instrument as the Assistant City Manager of the City of Chico, a Municipal Corporation. s:\connie\forms\avig\acceptcon.ded r MID VALLEY TITLE & ESCROW COMPANY 601 Main Street, Chico, CA 95928 From: City Manager P.O. Box 3420 Chico, CA 95927 File: - Attn: Roger Button Re: Avigation Easement APN 047-430-053 Located on Felicidad Lane off Keefer Road ESCROW INSTRUCTIONS: Enclosed are original and duplicate copies of the following: 1.. GRANT OF AVIGATION EASEMENT from Gerald Deadmond and Janet Deadmond to the City of Chico, dated August 10, 1998. 2. CERTIFICATE OF ACCEPTANCE AND CONSENT which has been signed on behalf of the City of Chico, dated Please record the above documents and return the conformed copies to me as soon as available with the preliminary -recording information shown thereon. Pursuant to §6103 and §27383 of the California Government Code, the City of Chico is not required to pay Butte County recording fees. If you have any questions, please call me at 895-4801. CW cc: DPW ADPW-E Enclosures Cristine E. Vosti Administrative Analyst R:\FORMS\ENGFORMS\AVIG\ESCROW.DOC Page 1 of 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27' Pursuant to §6103 and §27383 of the California Government Code, the City of Chico is not required to pay Butte County recording fees. After recording, return to: City Manager City of Chico P.O. Box 3420 Chico, CA 95927-3420 GRANT OF AVIGATION EASEMENT Deed made this 10th day of August, 1998, by Gerald Deadmond and Janet Deadmond, husband and wife as joint tenants (hereinafter referred to as "Grantor") to the City of Chico, a municipal corporation of the State of California (hereinafter referred to as "Grantee"). In consideration'of good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, Grantor, for itself, its heirs, administrators, executors, successors, and assigns, does hereby grant and convey to Grantee, its successors and assigns, a perpetual easement and right of way for the unobstructed passage of all aircraft in the airspace above the property located in the County of Butte, State of California, described in Exhibit A and shown in Exhibit B, attached hereto and by this reference incorporated herein (hereinafter called "the Property"), from a height of 387 feet above sea level to an infinite height above the Property. , Concomitant and coextensive with said easement and right of way, Grantee shall have the continuing right to remove all or any portion of any structure, natural growth or other object on the property which extends into the airspace over the property to a height of more than 387 feet above mean sea level. Grantee shall have the further Aght`to cause in all airspace above the surface of the property such noise, vibrations, fumes, dust, fuel particles, and all other effects that R:\FORMS\ENGFORMS\AVIG\GRANT.DOC Page 1 of 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 Y may be caused by the operation of aircraft landing at or taking off from or operating at or on the Chico Municipal Airport; and Grantor does hereby fully waive, remise, and release any right or cause of action which it may now have or which it may have in the future against Grantee, its successors and assigns, due to such noise, vibrations, fumes, dust, fuel particles, and all other effects that may be caused or may have been caused by the operation of aircraft landing at, or taking off from, or operating at or on the Chico Municipal Airport. Grantor, for itself, its heirs, administrators, executors, successors, and assigns, does hereby agree not to cause or permit any structure, natural growth or other object on the property which extends into the airspace over the property more than 387 feet above mean sea level and not to use or permit the use of the property in such a manner as to create electrical interference with radio communications between aircraft and the Chico Municipal Airport, to make it difficult for flyers to distinguish between airport lights and other lights, to impair visibility in the vicinity of the Chico Municipal Airport, or to otherwise endanger aircraft landing at or taking off from the Chico Municipal Airport. This easement and right of way shall be appurtenant to the Chico Municipal Airport and shall be for the benefit of Grantee and members of the general public operating aircraft which land at or take off from the Chico Municipal Airport. IN WITNESS WHEREOF, Grantor has executed this deed on the date first I written above. (GRANTOR: APPROVED AS TO FORM: \s\ DAVID R. FRANK David R. Frank, City Attorney RAFORMS\ENGFORMS\AVIG\GRANT. DOC Signature is to be acknowledged. Page 2 of 2 GRANT OF AVIGATION EASEMENT GERALD & JANET DEADMOND ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOT 7, AS SHOWN ON THAT CERTAIN MAP ENTITLED "JUSTIN MANOR SUBDIVISION," FILED IN THE OFFICE OF THE COUNTY RECORDER OF BUTTE COUNTY, CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, PAGE(S) 91, 92 AND 93. THE ABOVE DESCRIBED PARCEL HAS BEEN ASSIGNED ASSESSOR'S PARCEL NO. 047- 430-058. CHECKED:—,011Z7,' APPROVED: DATE: - 11 0 EXHIBIT "A" S:\DEEDDESC\GMC-RONF\DEADMOND.AVI 7/28/98 Page 1 of 1 Q ID o 0 0 CITY OF CHICO DEPARTMENT OF PUBLIC WOR" o"WN gy G.M. DATt JULY 1998 PLAT TO ACCOMPANY dKCtcto M H scALt 1 r■ 300• AV I GAT I ON EASEMENT EXHIBIT A►MOK'p GERALD 8 JANET DEADMOND - ASfT Ol"Ec7m C . s"m '! Q 1 STATE OF CALIFORNIA COUNTY OF BUTTE ACKNOWLEDGMENT } )SS } On this 16�11 day of in the year of 1998, before me, the undersigned, a Notary Public in and for the County of Butte, State of California, personally appeared GERALD DEADMOND AND JANET DEADMOND, personally known to me (or proved to me on the basis of satisfactory evidence) to be the persons whose names are subscribed to the within instrument and acknowledged to me that they executed the same in their authorized capacity, and that by their signatures on the instrument the persons or the entity upon behalf of which the persons acted, executed the instrument. WITNESS my hand and official seal. y Notary Public in and for the County of Butte, State of California Commission expires R:\FORMS\ENGFORMS\AVIG\NOTARY.DOC Print name: �Tdhi'it. L. " 1 li�—hiin U Janine L. Schlichtingg /� Comm. #1040523 ^^ cv NOTARY PUBLIC - CALIFORNIA6 ` BUTTE COUNTY lJ F Comm. Expires Oct. 20 1994 -L GUARANTEE S� AMER, C .4 "S! First American Title Insurance Company J 175708 1347(11/68) FORM 1349 ORDER NO. BU -167804 RB CLTA GUARANTEE FACE PAGE (REVISED 12/15/95) FIRST AMERICAN TITLE INSURANCE COMPANY SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE LIMITS OF LIABILITY AND THE CONDITIONS AND STIPULATIONS OF THIS GUARANTEE, r FIRST AMERICAN TITLE INSURANCE COMPANY A CORPORATION, HEREIN CALLED THE COMPANY GUARANTEES THE ASSURED NAMED IN SCHEDULE A AGAINST ACTUAL MONETARY LOSS OR DAMAGE NOT EXCEEDING THE LIABILITY AMOUNT STATED IN SCHEDULE A, WHICH THE ASSURED SHALL SUSTAIN BY REASON OF ANY INCORRECTNESS IN THE ASSURANCES SET FORTH IN SCHEDULE A. FIRST AMERICAN TITLE INSURANCE COMPANY BY PARKER S. KENNEDY, PRESIDENT BY ASSISTANT SECRETARY PAGE 1 FORM 1355 CLTA GUARANTEE (REV. 6/6/92) FORM NO. 12 SCHEDULE A SHORT FORM LOT BOOK GUARANTEE LIABILITY:$100.00 NAME OF ASSURED: THE CITY OF CHICO ORDER NO. BU -167804 RB DATE OF GUARANTEE: JUNE 24, 1998, AT 7:30 A.M. THE ASSURANCES REFERRED TO ON THE FACE PAGE ARE: FEE:$50.00 THAT, ACCORDING TO THE COMPANY'S PROPERTY RECORDS RELATIVE TO THE FOLLOWING DESCRIBED REAL PROPERTY (BUT WITHOUT EXAMINATION OF THOSE COMPANY RECORDS MAINTAINED AND INDEXED BY NAME): THE LAND REFERRED TO IN THIS GUARANTEE IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I: LOT 71 AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14, 1996,. IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92 AND 93. PARCEL II• A 30.00 FOOT WIDE NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: THE SOUTHWESTERLY 30.00 FEET OF PARCELS 1, 3 AND 4, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 27, 1982, IN BOOK 89 OF MAPS, AT PAGE(S) 15. PARCEL III: A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES, BEING MORE PARTICULARLY DESCRIBE© AS FOLLOWS: CONTINUED PAGE 2 FORM 1355 ORDER NO. BU -167804 RB CLTA GUARANTEE (REV. 6/6/92) FORM NO. 12 DESCRIPTION - CONTINUED PARCEL III - CONTINUED BEING A PORTION OF PARCEL 1, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, IN BOOK 89 OF MAPS, AT PAGE(S) 15, MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE WESTERLY CORNER OF SAID PARCEL 1, SAID POINT BEING ON THE SOUTHERLY RIGHT OF WAY LINE OF KEEFER ROAD; THENCE ALONG THE WESTERLY LINE OF SAID PARCEL 1, SOUTH 37 DEG. 42' 36" EAST A DISTANCE OF 10.57 FEET; THENCE LEAVING SAID WESTERLY LINE OF PARCEL 1 NORTH 71 DEG. 13' 26" EAST A DISTANCE OF 31.72 FEET TO THE TRUE POINT OF BEGINNING FOR THE EASEMENT HEREIN DESCRIBED; THENCE FROM SAID POINT OF BEGINNING NORTH 71 DEG. 13' 26" EAST A DISTANCE OF 56.01 FEET TO THE BEGINNING OF A 40.00 FOOT RADIUS.CURVE (THRU WHICH POINT A RADIAL LINE BEARS NORTH 18 DEG. 46' 34" WEST); THENCE ALONG THE ARC OF SAID CURVE THRU A CENTRAL ANGLE OF 108 DEG. 56' 02" A DISTANCE OF 76.05 FEET; THENCE NORTH 37 DEG. 42' 36" WEST A DISTANCE OF 56.01 FEET,TO THE TRUE POINT OF BEGINNING. PARCEL IV• AN EASEMENT FOR BICYCLE AND PEDESTRIAN PATH WAYS, STORM DRAINAGE FACILITIES AND APPURTENANT PUBLIC USE, OVER THE FOLLOWING DESCRIBED PROPERTY: THE NORTHERLY 10 FEET OF LOT 27, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "CARRIAGE ESTATES SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON SEPTEMBER 22, 1988, IN BOOK 112 OF MAPS, AT PAGE(S) 24, 25, 26 AND 27. PARCEL V• A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITIES, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE; STATE OF CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92..AND;93. CONTINUED PAGE 3 FORM 1355 ORDER NO. BU -167804' RB CLTA GUARANTEE (REV. 6/6/92) FORM NO. 12 DESCRIPTION - CONTINUED PARCEL VI• A 35 FOOT PEDESTRIAN, BIKE PATH, STORM DRAIN AND ACCESS EASEMENT, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "JUSTIN MANOR SUBDIVISION", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 14, 1996, IN BOOK 138 OF MAPS, AT PAGE(S) 91, 92 AND 93. A. THE LAST RECORDED INSTRUMENT PURPORTING TO TRANSFER TITLE TO SAID REAL PROPERTY IS: GERALD DEADMOND AND JANET DEADMOND, HUSBAND AND WIFE, AS JOINT TENANTS, BY GRANT DEED, RECORDED DECEMBER 10, 1997, UNDER BUTTE COUNTY RECORDER'S SERIAL NO. 97-46824. DA:SOC JULY 16, 1998 r PAGE 4 vwM4Y1LJ JIAIVJ4ENr ,ton Y, r •ppo:. wd L1,do G.goeL TN.lese of the G.9ofra'only TNsI dotal 9/75/90• and ion A Nle and Shod l NlL Terve 1 644 C4yalom Nan•e, 1,t-, Oe eenre er 1^• 4nd Me.n .IUh U. ba,dol1,e e! Na oan.ed rII•0 ell Ua Yk vpu.y T.U. me [we. Crnpony, d California Crprollon, as Wtl.. anal' 0.•m of TNe1 recrdd, August 16, 1904 tell' Bulb County Record✓t 9✓.r Numb✓ 993-Sa37a and ,Aterr 17, 1993 wdr Bulb Counterr Raord✓s 5 ✓ed erhrmD✓ 95-24784, Bulla Caenly, Cdllanb, de Araby stale that ae ora tn• only pr. m. elle.. cans art 4 n.ttssory le pass Cllr UUa to sold lend cnd .• <m.y,t le U. p<•porolbn and escrdolbn of sold map .s Mean •stn:, the bwndry It,s. a.o au✓ ler ddkoUm for .Poclfk purposes the fello•%w 1) :NCRCSS, EGRESS. SUPPORT, and STORY DRAW : M eo.em.nl Ir hyo.., .yesA wPPVL oM storm dro1, over, we. and and✓ re, Lm. a. Moen hereon, ler us• b 02 pl, t.4 UDIWs, Le- Cnfrcem «tl r" Prot• tk-, N'.lfro and other Perk un and Coty .,-6- U.: v Lcl•. yea Pena. 41 a,d to a Lot Ot *,v Ath1, this S,.Da�.Ium and mod• eppvlt•nmt to sob Iota 2) UnUrY EASWCNT: Ec..m.nts to Pour B•e, Poclnc G9. k D.cLlk. and Chambers Cable I *".,L , mant.nmc• end r.pa. of N ulljU.. Mehra ho,_ C...m.it. le Pauf B•., Peclne Goa k D.clAc and C.rMers Core /a '•.tleuettm, meMt«mc• one repot N d uW14. cm.tr etd eve, aae.o e•e vnd' u• Park Utllty Eeaweents (P -UX-) oho m hereon, tegsur with ln• .:ght to lhn m0 1— e. oil- oo .....ary. trees. P -b. and Mush. 3) rruoDAD LANE. r•I;CW,d Lm •. Mean m the -...drraP 4 hr.by wrrd far dadkotten County of Butte F Le ebnple end to be le. ­.d .d tat dada �) f(DCSTRIAN/B:KE PATH/STORU DRAW AND ACCCSS` Ect.ZI for P•d..tAw/bke Pothhtrm dreh and eccese as Moen an Us _..ad my t. hr -by efle,.d far d.dkolkn to N. County of Butte and to be r.s r,.d in dwds. 5) STORY DRAIN EASEMENT; Ea9.m.nt ler slam dra1,og4 Pur9Os.s as Moen an Ns otvw.4d map Y hereby offered ly edkot;ot to the County of Bulls and to be resorwd 1, delle. .EE7Tlt ROAD, ...ler Rod o• Moen m the a_#eod -so k hereby oIIMN fard.dC,la, t. the county of BNIiL EGORt rVY TRUST n ^ 1 U/ Yi . 11 .11. IY Or BUT7tOr BUTTE 1996, b.1 - old ma. n undrN 4 a Nol .. z none .old Slate, p... .y per. ren ,•,.d 4 ;'�$` • i' oro ed to the beet. N .ellsfaclpert nary ►rear y edeweco) le be the 1./r• wb.rOd 1. U. nIUYI bh.Wnmt end he '. .l. -.09.d-.09.d Io shat hanald Insome 1, his/her/UW �,... t. a <apecitt(4.). and that by K1./h .1, .tgn .() Iha ( •rhe alw . m JtI^ 1 u. pLl s) the artily up" behalf of 'hkh Ue Prom(.) ��•�•#!i'x ^ tee U. M.Wm.n 1. 4./ P,L.t t ORD TTILB MTREM AT TIME OF MAP RECORDING .I V.-ty 14..ith:, the bounds of CSA No. 67 - Kafr Rpd/Rocb Gab ._ eC 5✓ R' crarea m m1eF•e 1, doc m.nt r.crd.d Amt. It, 1991. hand., h• wnty Redri o S -1W N. 91-2.024. •;S'; , o•op..ty Ges .IUh;, the bound. el CSA Ne. 165 - 41.11, Yonr SL"Alla,, documart , crdd un S.pltmbe, 10, 1996, der Bulb Comly '�.t ,•.j''L�me:s S✓b No. 96-33665. .Ilh U. Lme err. Yillpolbn el Cumwatl.a Train, and DrpNag• t. wain CSA 87 4 D•1,g cm<wraiyLY . Serb No. ard.d under hull. Canty .•% 9/ n - - COUNTY SURVEYORS SUTE IEW 1 Araby ,191• that 1 he.' --'meld ue Md mop N dISTW MANOR 3Y601At31DN Ihel Il Y eNMlanuapy Np Meme a, eppaaed « W • lartalhw of an AL a1, any epprauod dlraUma UCa to Uel M PrMt4ns N the SubJJalon Yep Act N Iha Stale N CtlUomla, a.1, local erd1,anca appltl:ob40 •t.lhe time of e0prowl N eek tmtoUue .np haat Mar tempWd'Ilia an% 1 am $GUSNot the map w t caly cwftt //lf t Ac Start Edell R.CC 29132 OMTY BUTTS COUNTY SURVEYOR Em"T04 DATE. 3/31/99 SURVEYORS SIATEMFNf L 10ESLLY C GI BERT. do Araby state that 1 ern a Iap41M red CrAg1,or. wthoAsed to practice IoM oww)Ytg. M U• Slate of Cdlfomle, that IM mOle N AINe1 Manor SlrbdMskN torraa0r npresarl. • wRwy mode ►y me r under my'dfreellon ti AuputL 1993. Nal Il 4 trw end 'eemP4lt •• Meetrt, Ihel N• n.ortler.arta sheen on be set In NNr can•cl Poelllan 'IUhe. 90 dor N Ua completion of the wbdl.Olon b tpawmarle, and am N !Cjy_l 1. arable the away to be *treed. R.E briW�w 0411; CILBMTD• wnbr 31.1 10{1669 ���. a • � w o.w AC)QdOWLEDOMFNT • ?? a - STATE Or CA131FOR1U re' COUNTY Of BUTTE Ong -!/•9G 1006. before aria N rsl ad, d Notary Pub6ps In red he tak State, sww y O"arN >7 la ma ae Pre rd tame an Na bests al soWfec pc-$) y wean teldolet) to be the Perwm(ed gelato met(s) be/ wAee 0ed ta IAe lhln M4vRenl all s edged to erne that ha/she/{hey seteNt d ua some In Ne/ko Xelr w0arlad eapodt7(1 t all W tarr W/MrM•Y alroblav )rt the lnstrt•erht the pers*-X r the On 11 Wan behalf N %hkh (he perp q.) Nted. aawtN Ill. butlwuent. NAY(3 I a,./ L.R:-! 1.0-1i Merl Siglotwe My commission WfresfNnB /T� -�•,u� (,d. VM ft' NOTES STATING OONDMONS AT TM OF APpMVAL 410T B remw To AFF= RBODRD MU Dm= 1) Dtnlopmml N paw. H Ws wbdM.kn 'i be wbJect to paynarl N whew I... PAW to Ywronco of bu1d1,9 PWVWtL 2) OoMernmt N parcels tat this wbdMNonell be teA}el to the paynarl of S-fap Dabnml foWW, la. prior to k.uana of o thelg )rnont prmlIL 3) As sae lteldmlld buk%,I' shot be emtlucl.d to eampfy'11h the rewY:- emmla of Ns Warm Binder Coda -ler wernb wrtl)t Yo61e hamta anal It avhelNcld an • ►.nnr.rll "weldoum anon - arepll.. MN the s.I.r4 lane 3 rePAwwmta N Ne Worm sk'" Coda. 4) N peprtll oemra MU1. W. IeAdMobn Mae Nan m Ow Eo.amml g•m11+9 UP Wsa sAt14l.el Afrperl srleb� dtMed rlphla r the oye.mmL 3) Thl. wbdJ.9- M k m rw A)..I to eer61gh1. by oerNt Nsbhg U. Osco LkO*IPal Airport. M a a F -At. rakmts may Wr4nca bHm- S el I,tcWo. eraayonce er Oscrnlat Mfµo from the n ll" of wall COWGllanL Impatenes .(DL'MPku U'A'U s oda stalk" 21670 kWj$L Sop.) est*WL h N$ N the Slab a/ Cdlf uorNL .ldml. 8 to Naiad Us pubW blind N No ptopis bhOA4d fol •fOre be from Ota p.Wgd to •apt wall h,canwdr.cS�aeln yanc. or canw)4 parcel. r 4d III'Orl apr$t-- My t b.owe t dtd and tanlob. • NolemarI In wbelmudy Ills fomes {) t.oed elan e1, la.plac. %.rte 1,.tos.d b, my ern• ellhb. 644 wAdM.lm Moll be EDA epprowd ell d.slprlad lo.m•.1 C.eMtelane ela.Mr4 N 1,C.119.14410em Ak Act N lita6 a awmb< 91 CLEXX OF TETE BOARD OF SUMVLSORS STA7•p M -Tr' I de her by stale lhet m� irr.. Err Id 190{ IM Butte Cwnly Bead N SuperWrs Nfl"y •vprwd the Sub"I Yso of AbN1, Ytner Sub"plon. Eaeemeele, r{ghle-N-.a} and !u, utility memento Oesrled be It" NWMWID 1. Z 4 end S N Ihe Ov"M 3 STATEMENT Aram and and ortrN for dockau a to spedfle muu s and Public Utilities re accopld an behdf N Vera anUUes odP ralldded Lane as offered W d.dkoUm 1, Ilan Number 3 of the OWNER'S STATEMDIT Y net ocervtN at this it.. K..f.r Road as offered Ir dedication % Item Mntbr, { N the OWHrA'S STATEMENT Y $tepW an behalf N the Carly of BNlle. Shetld U• Bad N OSupeMsra dstrmlr Me pwwt to Cmenaml Code $KUM 66477,3. n f DIs "10 ►UN'hMak ddW P••• for kh properly ave eld in fee senpb e Inger at4ls. OIs County of Butts ehd feeonwy sok "arty as sheen m Iha map. to the "k4wrs Mese .ernes ell o6dres93e.re ellen 1, U.e OWNC'S STATEMENT m We M.el r to the awbdMd✓9 machos«. ti Inter•.L 94, { PCra. L Q ✓ / JOHN L BLAC LOOU CLLAK Or THE BOARD Of SIPEINSORS REOORDExs CFAmccB 'ltd IhY Mr •f 1096 el 211/1 sa In Boab .Yat. al Popes al Na rea.93l N 911.80IT 010NC RNQ SrwUs. 1k fy.3ftd1t_ GNDACE CRU S y COUNTY REOORO O wtr AMOWLFDOMFNT STATE Of CALIFORNIA COUNTY or BUTT[ 1096. fatter$ w N. wwwvpled. s Notary HA6s b and for sew Stale, personaly appeared to m$ r bawd 40 -0 an the MW N wUslee 'randy 4h tory $.Wena) to N the reraan(s) tella.a Rem.(.) Y/ae wbwON to the NtIhN butnPwml red ocWMtdged to we that he/sho/thoy utrwl.4 the some In N.AwlIh.fr wurlrtd tepadl)(4s�. aW that by h4/hwAh b- elgnatwe(.) an thebtstr%~t the person 4 r Ne mutt' spm behalf of nerdthe prson(s) acted. seawled W Ins1rlome L NAYu PrInt Signotwt My commuel" spfrec JUSTIN MANOR SUBDIVISION FOR JON M OREGOIRE AND TOM J. NIX A SUBDIVISION OF A PORTION OF LOT 3 AS SHOWN ON THAT CERTAW YAP ENTITLED -YAP OF THE HOLMES TRACT NEAR CHICO. BUTTE COUNTY. CALIFORNIA.' W)EICH MAP WAS RECORDED W THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE STATE OF CALIFORNIA, ON MAY 7, 1910- W BOOK 6 Or YAPS, AT PACE 35. COUNTY OF BUTTE- STATE OF CALIFORNIA aA,ar DwaKyrq ears.owQ Meath sue .a tVlrara 93013 eH) eve -sass OCICKA hew PAq I __ A/ 47- IS-o3h r 3 Ir. GRECCRC TN -tat UNOA diECOLk TNeloe 07 Yb VALLEY T17tt k ESCROW LCA.. 59 Or. 1607 lobtaesl Or. <e. CA 93976 COMPANY. A CALIFORNIA CORPOMTION Chka. CA 93016 601 Main Street ... -1 Ni: C/STOu .IOArE3, WC Chico, GA 93926 '..m- 1 t SHERI L NK Be. 4679 P.O. Be. 4670 TTL(; �``''.lL CA 95927 Chico. CA 05927 .11. IY Or BUT7tOr BUTTE 1996, b.1 - old ma. n undrN 4 a Nol .. z none .old Slate, p... .y per. ren ,•,.d 4 ;'�$` • i' oro ed to the beet. N .ellsfaclpert nary ►rear y edeweco) le be the 1./r• wb.rOd 1. U. nIUYI bh.Wnmt end he '. .l. -.09.d-.09.d Io shat hanald Insome 1, his/her/UW �,... t. a <apecitt(4.). and that by K1./h .1, .tgn .() Iha ( •rhe alw . m JtI^ 1 u. pLl s) the artily up" behalf of 'hkh Ue Prom(.) ��•�•#!i'x ^ tee U. M.Wm.n 1. 4./ P,L.t t ORD TTILB MTREM AT TIME OF MAP RECORDING .I V.-ty 14..ith:, the bounds of CSA No. 67 - Kafr Rpd/Rocb Gab ._ eC 5✓ R' crarea m m1eF•e 1, doc m.nt r.crd.d Amt. It, 1991. hand., h• wnty Redri o S -1W N. 91-2.024. •;S'; , o•op..ty Ges .IUh;, the bound. el CSA Ne. 165 - 41.11, Yonr SL"Alla,, documart , crdd un S.pltmbe, 10, 1996, der Bulb Comly '�.t ,•.j''L�me:s S✓b No. 96-33665. .Ilh U. Lme err. Yillpolbn el Cumwatl.a Train, and DrpNag• t. wain CSA 87 4 D•1,g cm<wraiyLY . Serb No. ard.d under hull. Canty .•% 9/ n - - COUNTY SURVEYORS SUTE IEW 1 Araby ,191• that 1 he.' --'meld ue Md mop N dISTW MANOR 3Y601At31DN Ihel Il Y eNMlanuapy Np Meme a, eppaaed « W • lartalhw of an AL a1, any epprauod dlraUma UCa to Uel M PrMt4ns N the SubJJalon Yep Act N Iha Stale N CtlUomla, a.1, local erd1,anca appltl:ob40 •t.lhe time of e0prowl N eek tmtoUue .np haat Mar tempWd'Ilia an% 1 am $GUSNot the map w t caly cwftt //lf t Ac Start Edell R.CC 29132 OMTY BUTTS COUNTY SURVEYOR Em"T04 DATE. 3/31/99 SURVEYORS SIATEMFNf L 10ESLLY C GI BERT. do Araby state that 1 ern a Iap41M red CrAg1,or. wthoAsed to practice IoM oww)Ytg. M U• Slate of Cdlfomle, that IM mOle N AINe1 Manor SlrbdMskN torraa0r npresarl. • wRwy mode ►y me r under my'dfreellon ti AuputL 1993. Nal Il 4 trw end 'eemP4lt •• Meetrt, Ihel N• n.ortler.arta sheen on be set In NNr can•cl Poelllan 'IUhe. 90 dor N Ua completion of the wbdl.Olon b tpawmarle, and am N !Cjy_l 1. arable the away to be *treed. R.E briW�w 0411; CILBMTD• wnbr 31.1 10{1669 ���. a • � w o.w AC)QdOWLEDOMFNT • ?? a - STATE Or CA131FOR1U re' COUNTY Of BUTTE Ong -!/•9G 1006. before aria N rsl ad, d Notary Pub6ps In red he tak State, sww y O"arN >7 la ma ae Pre rd tame an Na bests al soWfec pc-$) y wean teldolet) to be the Perwm(ed gelato met(s) be/ wAee 0ed ta IAe lhln M4vRenl all s edged to erne that ha/she/{hey seteNt d ua some In Ne/ko Xelr w0arlad eapodt7(1 t all W tarr W/MrM•Y alroblav )rt the lnstrt•erht the pers*-X r the On 11 Wan behalf N %hkh (he perp q.) Nted. aawtN Ill. butlwuent. NAY(3 I a,./ L.R:-! 1.0-1i Merl Siglotwe My commission WfresfNnB /T� -�•,u� (,d. VM ft' NOTES STATING OONDMONS AT TM OF APpMVAL 410T B remw To AFF= RBODRD MU Dm= 1) Dtnlopmml N paw. H Ws wbdM.kn 'i be wbJect to paynarl N whew I... PAW to Ywronco of bu1d1,9 PWVWtL 2) OoMernmt N parcels tat this wbdMNonell be teA}el to the paynarl of S-fap Dabnml foWW, la. prior to k.uana of o thelg )rnont prmlIL 3) As sae lteldmlld buk%,I' shot be emtlucl.d to eampfy'11h the rewY:- emmla of Ns Warm Binder Coda -ler wernb wrtl)t Yo61e hamta anal It avhelNcld an • ►.nnr.rll "weldoum anon - arepll.. MN the s.I.r4 lane 3 rePAwwmta N Ne Worm sk'" Coda. 4) N peprtll oemra MU1. W. IeAdMobn Mae Nan m Ow Eo.amml g•m11+9 UP Wsa sAt14l.el Afrperl srleb� dtMed rlphla r the oye.mmL 3) Thl. wbdJ.9- M k m rw A)..I to eer61gh1. by oerNt Nsbhg U. Osco LkO*IPal Airport. M a a F -At. rakmts may Wr4nca bHm- S el I,tcWo. eraayonce er Oscrnlat Mfµo from the n ll" of wall COWGllanL Impatenes .(DL'MPku U'A'U s oda stalk" 21670 kWj$L Sop.) est*WL h N$ N the Slab a/ Cdlf uorNL .ldml. 8 to Naiad Us pubW blind N No ptopis bhOA4d fol •fOre be from Ota p.Wgd to •apt wall h,canwdr.cS�aeln yanc. or canw)4 parcel. r 4d III'Orl apr$t-- My t b.owe t dtd and tanlob. • NolemarI In wbelmudy Ills fomes {) t.oed elan e1, la.plac. %.rte 1,.tos.d b, my ern• ellhb. 644 wAdM.lm Moll be EDA epprowd ell d.slprlad lo.m•.1 C.eMtelane ela.Mr4 N 1,C.119.14410em Ak Act N lita6 a awmb< 91 CLEXX OF TETE BOARD OF SUMVLSORS STA7•p M -Tr' I de her by stale lhet m� irr.. Err Id 190{ IM Butte Cwnly Bead N SuperWrs Nfl"y •vprwd the Sub"I Yso of AbN1, Ytner Sub"plon. Eaeemeele, r{ghle-N-.a} and !u, utility memento Oesrled be It" NWMWID 1. Z 4 end S N Ihe Ov"M 3 STATEMENT Aram and and ortrN for dockau a to spedfle muu s and Public Utilities re accopld an behdf N Vera anUUes odP ralldded Lane as offered W d.dkoUm 1, Ilan Number 3 of the OWNER'S STATEMDIT Y net ocervtN at this it.. K..f.r Road as offered Ir dedication % Item Mntbr, { N the OWHrA'S STATEMENT Y $tepW an behalf N the Carly of BNlle. Shetld U• Bad N OSupeMsra dstrmlr Me pwwt to Cmenaml Code $KUM 66477,3. n f DIs "10 ►UN'hMak ddW P••• for kh properly ave eld in fee senpb e Inger at4ls. OIs County of Butts ehd feeonwy sok "arty as sheen m Iha map. to the "k4wrs Mese .ernes ell o6dres93e.re ellen 1, U.e OWNC'S STATEMENT m We M.el r to the awbdMd✓9 machos«. ti Inter•.L 94, { PCra. L Q ✓ / JOHN L BLAC LOOU CLLAK Or THE BOARD Of SIPEINSORS REOORDExs CFAmccB 'ltd IhY Mr •f 1096 el 211/1 sa In Boab .Yat. al Popes al Na rea.93l N 911.80IT 010NC RNQ SrwUs. 1k fy.3ftd1t_ GNDACE CRU S y COUNTY REOORO O wtr AMOWLFDOMFNT STATE Of CALIFORNIA COUNTY or BUTT[ 1096. fatter$ w N. wwwvpled. s Notary HA6s b and for sew Stale, personaly appeared to m$ r bawd 40 -0 an the MW N wUslee 'randy 4h tory $.Wena) to N the reraan(s) tella.a Rem.(.) Y/ae wbwON to the NtIhN butnPwml red ocWMtdged to we that he/sho/thoy utrwl.4 the some In N.AwlIh.fr wurlrtd tepadl)(4s�. aW that by h4/hwAh b- elgnatwe(.) an thebtstr%~t the person 4 r Ne mutt' spm behalf of nerdthe prson(s) acted. seawled W Ins1rlome L NAYu PrInt Signotwt My commuel" spfrec JUSTIN MANOR SUBDIVISION FOR JON M OREGOIRE AND TOM J. NIX A SUBDIVISION OF A PORTION OF LOT 3 AS SHOWN ON THAT CERTAW YAP ENTITLED -YAP OF THE HOLMES TRACT NEAR CHICO. BUTTE COUNTY. CALIFORNIA.' W)EICH MAP WAS RECORDED W THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE STATE OF CALIFORNIA, ON MAY 7, 1910- W BOOK 6 Or YAPS, AT PACE 35. COUNTY OF BUTTE- STATE OF CALIFORNIA aA,ar DwaKyrq ears.owQ Meath sue .a tVlrara 93013 eH) eve -sass OCICKA hew PAq I __ A/ 47- IS-o3h r 3 "O'•0 6 1 1 t t� .,• JO'(1_1 , R_,) +, LAND OFFERED FOR AT:- +;;.•• +SSC• DEDICATION TO THE COUNTY OF BUTTE l +4 \ n' c• -q .•' '� CONTAINWO 7yil T• RQ 14,0.1 0.00 ACRES .01 SFO CORNER DETAIL v.• .,ori .o - IED i OF PARCEL 2 PER R -A a CURVE DATA ilc�MSC••_9111.2r•1•�acr_ N1�•:.Rta •x•:�iuD�sSrT� ��AA- n -�s� aiYluF,tiFirlft>t♦ LINE DATA >�171IFl:R�1h:7� �!LEl:11iF11F:•� HHHHHHI�>s 111fl:1f4� f i7lfis ��?)�l7f�FaFlfa ffff>if1R1.6JR7t �!L•L]fs >_slnl:toR�E�iA� lR�:S?7fa ta9�:1 ••L9fJ, �fa..o,� 1 J GRAPHIC SCALE III IIIIE i1- IIIIIIIIIIIIIIIIIIIIIIIII 1 IdFUT) I1 Ir.. 100 Il » 9TM a®m TC ID. 3/a- IP Wm COATI Ax P-9) TAGGED RCC 16603 MMMT Raw PEA i t / `NLY CORNER / GNU PARCEL S ♦s K µ.l PER R-11 w/j Ism V pl NLY CORNER 1 ♦lI\1 47 VCR R1 1 11 ( \ G104MI O® AO1016 VAAOTL 1 \PER 11911 95-4712 AW RSH N-OUfN \\\o\ \ \ 60' ROAD AND PUBLIC UTILITY EASEMENT \\� \ PER R-1 (rCUCJDAD LANE) PARCEL 1 (R-1) \N %a 3/0 P TAOM IIIW \`B.•• -.a .' ..� rah-1.--.xo*29"_0. .. RSH 85-015247 .� RECORD R FFR N R-1 BOON 60, PARCEL MAPS. P0. Is R-2 RSH 04-027336 R-3 BOOK 6. MAPS, PC. 36 . R-4 BOOK 3; PARCEL MAPS. PG 62 R -s BOOK 2741, M ►0. I53 BASIS OF BEARINGS THE BASS OF BCARWO FOR INS SURVEY IS THE NORTH CAST LER Or LOT 3 OF TIE HOLMES TRACT SKI AS N3T42.36b ON THAT PARCEL NAP FILED FOR RECORD IN BOOK BIT OF PARCEL NAPS AT PACE IA BUTTE COUNTY RECORDS. ��\ \ PARCEL 3 (R-)) 9NN� /NIGH J 7/•• . TA0= 11107 \ 7 ►01 1-1 -- 1101 IDR* s / 3 '? - 9,?-, LOCAT)ON MAP •b 0 \ =� PARCEL 4 (R-1) • � bad CENTERUNE MONUMENT NOTE; M t TKARIIO Ala afiAYq 9T111'y1 110 1145 YYnp j j7yYW�AIp� ` A �IAYCC OI 1117.70, T.�X\ JUSTIN MANOR SUBDIVISION 1 / r TACCCD RCE 16601 FOR PER R-1 JON M. OREWM AND TOM J. NDC A SUBDIVISION OF A PORTION OF LOT 3 AS SHOWN ON THA/ TIr CERTAIN MAP ENTITLED 'MAP OF THE HOLMES TRACT NEAR T \ / 4 46• WOE STORM DRAIN SCO• BUTTE COUNTY. CALIFORNIA," WHICH MAP WAS b� • CASEMENT TO BE RESERVED RECORDED W THE OFFICE OF THE RECORDER OF THE W DEEDS FOR THE BENEFIT COUNTY OF BUTTE- STATE OF CALIFORNIA, ON MAY 7. OF LOTS 1 THRU 7 I910. W BOOK 6 OF MAPS. AT PACE 36. COUNTY OF BUTTE. STATE OF CAUFORNIA OI,DIT Doo amp , W7 W y1/J 111) 9a1. AMt eeeerr• •w MOEM I. - 0 SET 3/6• NEDAR A P1,ASTIC CAP TAI:QD Ru St6e0 -• • FOUND MONUMENT AS NOTED R COMPUTED PONT, NOTNWO SET "4') RECORD AND MEASURED DATA SFO sOUARC nu CROSS SJH SOUARE FEET NET A SET WM COUNTY STANDARD 5-11 CL MONUMENT / MIN PUBUC UTUrY EASEMENT IQ COMPUTED VALUE \ =� PARCEL 4 (R-1) • � bad CENTERUNE MONUMENT NOTE; M t TKARIIO Ala afiAYq 9T111'y1 110 1145 YYnp j j7yYW�AIp� ` A �IAYCC OI 1117.70, T.�X\ JUSTIN MANOR SUBDIVISION 1 / r TACCCD RCE 16601 FOR PER R-1 JON M. OREWM AND TOM J. NDC A SUBDIVISION OF A PORTION OF LOT 3 AS SHOWN ON THA/ TIr CERTAIN MAP ENTITLED 'MAP OF THE HOLMES TRACT NEAR T \ / 4 46• WOE STORM DRAIN SCO• BUTTE COUNTY. CALIFORNIA," WHICH MAP WAS b� • CASEMENT TO BE RESERVED RECORDED W THE OFFICE OF THE RECORDER OF THE W DEEDS FOR THE BENEFIT COUNTY OF BUTTE- STATE OF CALIFORNIA, ON MAY 7. OF LOTS 1 THRU 7 I910. W BOOK 6 OF MAPS. AT PACE 36. COUNTY OF BUTTE. STATE OF CAUFORNIA OI,DIT Doo amp , W7 W y1/J 111) 9a1. AMt eeeerr• •w APN 047-430-047*" \ (NOT A PART) \ ` \ y SO' BUEDING SMACK UNE ` APN 047-32-050 3 { i 4 w i ~ r . - APN 047-430-010 •fig, GRAPHIC SCALE I • 1 d ruT , I W\ _ 100 M1 /3$-13 a,`\�, d✓� ADDITIONAL. MAP SHEET T / JUSTIN MANOR SUBDIVISION / FOR ION M. OREMME AND TOM J. NDC �G //d✓ �' A SUBDINSION OF A PORTION OF LOT 3 AS SHOWN ON THAT •Af,/ CERTAIN MAP ENTITLED 'MAP OF THE HOLLIES TRACT NEAR o[ttil IASW 'C /� /4,� CHICO, BUTTE COUNTY, CALIrORNIA,- WHICH MAP WAS - RECORDED IN THE OFFICE OF THE RECORDER OF THE rt• to t.w r.t[a COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 7, •A•'N ro+ 1910, IN BOOK 6 OF MAPS. AT PACE 36. BASK COUNTY OF BUTTE. STATE OF CALIFORNIA I) .wpcAOOII[ ata1L UAR NM . •ttNrtA, nw r.Nx l d � IMMEND • PROPOSED •ADL SITE ' • tmr" •6L Orl VA4, L[AON rR" Si tMc% AIII♦ —052 N07M 1) THIS ADDITIONAL MA► SHUT SNOWS ADOTIOHAL PI/ORM.LTION, K rOR IWORLATIDINAL PUWOSCS UrG'/. (1:rJW✓. %/✓/vim /4 VN. iA!/. v Aro N4 !/i AH(/.f / P R[%Oft A4t0au "WPM. 2) INC rAt HYDRANT WATER SYSTON MUST BE INSTALLED TO THE SATLSfAC110N OF THE BUTTE COIIH7Y ME DEPARTNDIT PRIOR TO ISSUANCE Of ANY BUILDING PERWTS. 3) WELLS ARE TO BE LOCATED 6S rROM CENTERW4 Of rLUCIDAD LANE AND CFMT 10' ►ROM THE APN 047-320-033 PROPERTY UNG I� 1� I a,`\�, d✓� ADDITIONAL. MAP SHEET T / JUSTIN MANOR SUBDIVISION / FOR ION M. OREMME AND TOM J. NDC �G //d✓ �' A SUBDINSION OF A PORTION OF LOT 3 AS SHOWN ON THAT •Af,/ CERTAIN MAP ENTITLED 'MAP OF THE HOLLIES TRACT NEAR o[ttil IASW 'C /� /4,� CHICO, BUTTE COUNTY, CALIrORNIA,- WHICH MAP WAS - RECORDED IN THE OFFICE OF THE RECORDER OF THE rt• to t.w r.t[a COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 7, •A•'N ro+ 1910, IN BOOK 6 OF MAPS. AT PACE 36. BASK COUNTY OF BUTTE. STATE OF CALIFORNIA I) .wpcAOOII[ ata1L UAR NM . •ttNrtA, nw r.Nx l d � N LOT 7 OF JUSTIN O O �O I CITY OF CHICO. DEPARTMENT OF PUBLIC WORKS 0"WX gy G.M. DATt JULY 1998 C"tCKtoMoHo� EXHIBIT .ALE I's 300' PLAT TO ACCOMPANY AVIGATION EASEMENT GERALD 8 JANET DEADMOND*- Ar*ROvtO - ASST OIIKCTOR CF C >s om 1 1