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041-650-001
INTER -DEPARTMENTAL MEMORANDUM TO: BUILDING DIVISION, OROVILLE FROM:- I , ENVIR. HEALTH, CHICO DATE: oy RELEASE ENV. HEALTH HOLD ON BUILDING FINAL FOR: BUTTE COUNTY OCT 1 12004 DEVELOPMENT SERVICES OWNER NAME: n SEPTIC:_ WELL: AP#:CH I -� ql)--o�� ADDRESS/LOCATION: f �•-4 ) P/�.•l� _ Comments: v n/Sr A7T5 G L/memos/releaseho Id v3-3>10 F0 NOTES RESIDENTIAL; 4 650-001 l 1103-3190 PERMIT NO.! MOUNT, GARY. aSUNVIEW RD, PARADISE Coria: WENDELL SORENSON NEW SINGLE FAMILY 3BD 2BA OFFICE COPY Address i GAS Meter By Date YKI DY ELECTRI //�� Meter By odr Date SPECIAL CONDITIONS �CHECKED f BY - SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ` SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS z SUB -STANDARD HOUSING LETTER IF f JOB FINALED (Date) Signature s 1K . OFFICE COPY Address i GAS Meter By Date YKI DY ELECTRI //�� Meter By odr Date SPECIAL CONDITIONS �CHECKED f BY - SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. ` SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS z SUB -STANDARD HOUSING LETTER IF f JOB FINALED (Date) Signature J=OK 0 = Not OK . = Not Readyable Card B-1 Date Card B-1 MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 2. 1. Zoning Requirements-Setbacks-Easements Gas; MH Test -Demand -Valve -Connector 2. Soils; Special MH Support Sketch 5. 3. Sewer; Location-Test-Fall-C/O-Concrete Water; MH Test -Regulator -Connector 4. Water; Location-Test-Easement Needed (Sketch) 8. 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete Tie Downs -Type -Installation Cert. 6. Gas; Location-Test-Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 11. 7. Well Clearance & Disconnect Blocking 8. Utility Clearance 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line - 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Date Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Card B-1 Date Card B-1 Date Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 1. Zoning Requirements -Setbacks -Easements 10. Roof; Shthg-Roofing 2. Footings; Size -Spacing -Marriage Line 12. Braced Wall Panels 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -.Doors -Landings 12. Braced Wall Panels Date . Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures -Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1' J=OK 0 = Not - =Not AAppplicable . = Not Ready RESIDENTIAL Date UND FLOOR (Plans) OK except Ws 1 ing-Setbacks-Easement Flood -Slope 2 tg., Main; Soils-Elec. Gr .-/!Z./" Ftg. Depth Ftg., Garage; Soils-Steel-Elec. Gxrid.=/ /" Ftg. Depth 4. F ., Porches & Decks; Soils -Steel-/ /" Ftg. Depth VStemwalls, Main; Steel-Blockouts-Wrapped Stemwalls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. Slab-Steel-Wraooed 8. Pi s -Fire lace Ftg.-Steel 9' .W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. F, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test Electric underground 13,/Plenums & Ducts; Clearance -Material -Support -Ins. 1 . Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation i Date Card B-1 ate Card B-1 Date Card B-1 Date Card B-1 Date PLUfABING (Permit) OK except Ws ,YVater Htr.; Vent -Access -Combustion Air Baffle 1 . t i e; T sf& Anchor -Nail Protection 1 V.; Te ittings chor-Nail Protection . Sho - an; TtpA,rirst Wor-Tub Access 21.. Test Tub & Shower, Second Floor -Tub Access 222 "Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date c, Card B-1 t/"" Date Card B-1 Date Uy—card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except Ws 2../Fixture & Transformer Clearance -Ins. Protection 26. Elec. Receptacles Spacing -Lights & Switches at Doors 26. e Size Boxes & No. of Conductors Stapled 21.) Romex Installed Close to Edge of Studs & C.J. 26iEquip. Ground made up w/Mech Fasteners -Bond Gas & Water • 2 Appliance Circuits in Kitchen & Conductor Size GFI 40. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ 44 /ga Cu or AI 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral YYes 0 No V. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34- Clothes Closet Light -Shower Light -Spa Light 35eSmoke Detector , Date (� 01� Card B -1, --'--Date Card B-1 Date T° Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except Ws 38� A.C. Ducts Insulation & Support �1/ent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except Ws 4 Sills Proper Materials & Anchors 4 ./Valls Studs -Nailing Spacing & Braces -Plates -Sound Baring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 461 Headers & Beams -Size & Bearing (Single & Duplex) Date FRAMING (Continued) an ers-Post Cap n ho onnectws 4&/Fling. Joist-Rftr. Ties ur in -Roll Brac.-Truss-Shting.-Rtng. 4 . F replace Ties or Type A Flue -Fireplace Throat Clearance 5p. /jttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 �drm. Windows or Exiting Doors -Sill Ht. & Dimensions 5 . Garage Fire Protection Framing -RC Channel 53.,?rpperty Line Firewall & Openings Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits _495 Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection WPlywood on Roof Overhang -Attic Vents -Rafter Outriggers 57., Siding -Nailing Veneer bJ Ji 5",ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 63. Infiltration -Walls -Wows Date Card B-1 Date Card B-1 Date AZA Mard B-1 ate VCard B-1 Date FIN L (Plans) OK except Ws 64/ Ext. Steps -Door & Sidelight Protection -Landings 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67 Bedroom Exiting $!G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 74. Stairs & Rails 7Y. Fireplace or Stove, Clearance -Hearth 7VElec. Outlets at Wood Panel, Int. & Ext. 3. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 . Elec. Outlets & Receptacles at Kit. Counter Garage Fire Door; Swing -Landing -Closure `1.C. Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Plb.; Elec. & Mech. Equip. Listed for Location 7,9 Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic Guard Rails & Deck Construction -Post Caps 82 dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor O Yes 8,14ollowing Instld./Drivej2(Yes 0 No/Walks„ es 0 No/Planters D Yes o Stucco Brown -Finish 8 . A.C. Unit Disconnect, Electrical -Plumbing • . Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings --87.-Water Well, Disconnect, Electrical, Plumbing 8 Exterior Elec. Trim, G.F.I. Receptacle -Underground . Ventilation Throughout House 90 Glass Protection 9i/2 rrections fr frn Previous Inspections Gas Test- ters Tagged, Gas -Electric 93,,'/Water & Sewer Connected -C/O to Grade -HD Approval 9p,.,"Energy Compliance Certificate -Other Certificates Address Posted , • -Fire Sprinkler Date a/Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE / BUILDING DIVISION V. DEPARTMENT DEPARTMENT OF DEVELOPMENT SERVICES r` 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 V CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please 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. wlir�� I Data �12- % f ZY47 Inspector REV 10/92 rt' .a 1 COUNTY OF BUTTE -'DEPARTMENT OF DEVELOPMENT BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 (530) 538-7541 �R O. (Rev.12/9s) °•APPLICATION AND R IT - ASSESSOR PARCEL NUMBER C141-650-001 ZONING PIM BUILDING PERMIT OWNER MOUNT, GARY AND VICKIE (;24-3 TELEPHONE 76 SO, Fr, OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 1661 FOREST AVE APT30 CHIM CA 95-929 247 0 1726-66 CONTRACTOR'S NAME WENDELL SO87-1-1858 TELEPHONE 455 - 5 00 834 r 1-5012,00 CONTRACTORS MAILING ADDRESS 0 BOX 4209 CHICO CA 9992R CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $131 520.00 ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 Permit Fee $ 751.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 488.45 e"ILOINa� Energy Plan Checking Fee $ ..23,00 PERMIT FEE $ 1282.95 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 63/00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New A Addition ❑ Remodel ❑ U8lities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY (3 BDRM 2 BA W/ ATTACHED GARAGE) Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile HSme S G W @20.00 PERMIT FEE s 143.00 ELECTRICAL PERMIT Filing Fee 20.00 800OR LESS Main Service zo.VA OR LESS 23.00 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 B si ss and Professions Code, and my license ' i ! d effect. �� License Class Lic. NO. OWN R -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. , as owner of the property, am exclusively contracting with licensed contractors to construct the project. I am exempt under Sec. Business and Professions Code for this reason142.75 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. I have and will maintain workers' compensation ins rance, as required by Section 3700 of the Labo Code, r the pe rmance of wo for which this permit is issued. My workers' in arri policy number are: Carrier Policy Number - (The above sections nee not be com-pTeted 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' I sof California, and agree that'rf I should become subject to the n ation provisi s of section 3700 of the Labor Code, I shall cahhI e r sl Date gnatun - ❑ Owner Contractor ❑ Agent An OSHA415ermit is required for excavat- n ver 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCUP. OR ADONS. a ACC. .CUP_ 99.75 N014 -FW RESDT MULTI -OUTLET @7,50 POWER APp US 8 SINGLE OurLtT CIR. Ex. Occup. OUTLET OR FIXTURES SAL 9 .50 Ex. Occup. GuTE�°TSA R °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE i MECHANICAL PERMIT Filing Fee 20.00 Heating 0.00 Cooling 95-00 Hood 6.50 6-50 Ventilation GAL S STOVE 115 00 PERMIT FEE $ 100.00 $ Mobile Home Installation Fee$ Energy Inspection Fee QQ TOTAL FEE $ 1714.70 z D. P�� IM / FLOOD cDF P c PD D suE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated a for which fees have been paid. By AA Date 7_ 104-1 PERMIT EXPIRES ON 2141 05 1 gra Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r COUNTY OF BUTT EPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Cente rive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OO _tom" OWNER: }ASSESSOR PARCEL NUMBER O CJ`"I �//) Proposed Building Use: / v J� �/{ P�,� ��`I�' 1 (moi (/�C S'ter Technician: �� Date: ZO ' — y3 Items required in order to apply for a permit. AIR boxes MUST be checked OR nidiked NA in order to apply. Plot plans, 3 or 4 sets, signed,ty the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 03. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. Nh Engineered truss details and layouts in duplicate. No faxes! Energy compliance design and supporting documentation in duplicate. 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By 8. Flood Elevation Certificate; wet -stamped and signed, in duplicate ................................ ' / Ak9. Plot plan and business license approval from the City of Biggs .................................... . ❑ 10. Letter of intent for non-residential buildings .................... ............................... ❑ 11. Detached Accessory Building Form filled- e owner ................... ....�........ ... IJ 12. Hazardous Material Form .................................................... 3. Other I� 4-k � /Y E75 / ining �needed to issue the permit. (May require a a plan review upon receipt of the following items.) leees as shown on the attached Schedule of Fees Due Sheet ............................. ........�� 5� ❑ 15. atement of Intent for Non -heated and A/C Buildings..........................................� 6. Sanitation and plot plan approval from the Environmental Health Department in d—ZF-103 �� 117 City of Chico Plumbing permit .............................. ,. ..................... > . - / ...: alifornia Department of Forestry plan approval aid. Sent by %�I� Planning approval for.(A) Use: -0)< (B)Parking: (C) Parcel Check: ( d , rLr)— 0. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... 1. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ' ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ANcorded tter of Signature authorization.................................................................... copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone — and hold for pickup. 11 I have beAbedt a bove items a d, equirements for obtaining a building permitApplicanDat 1. Index permit appliWaion for the above items numbered: Plan Check Letter 2. Additional items req�ui �6 Contractor, designe owner, w advised cfthe above data by 19 phone, ❑ mail, ❑ counter, by Date: Contractor, designer, as advised of the ab e data y ❑ phone, ❑ mail, ❑ counter, by )De: Plans reviewed by: 1 Date: lj Plans approved bye to �— Structural reviewed by: Date: / 0 A Structural approved by: Date: 60O Note transfer by: Date: el ow: Building ivision E.H. USE ONLY not ilea Anachad Float Plan Atucl-d LL Saint to B.D. D / T, � 1 1`A I TO: Buil ' epartrr ee l I 'VV J T nvironmental Health T: Sanitation Clearance • O 3 _ 3 90 otA A -� LA 9 fin` .1 ems/ �)y 0 Wner Location AP# Plan Approved �f� Sewage Disposal. , Wad �r Supply Public X A Private Well I Clearpnce for welling. Other \1�fold final for: 1 - I Final clearance O.K. f r: NOTE: Environ 8/96 tal Health SpeciaTst IQ I Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 �1S,C)HEDULE OF FEES DUE OWNER � 6"L �� ��Gty �-1 4-VC �' VC PROPOSED BUILDING USE � � � be 3) Y✓A D CQ1I A.P. # O 1) -(,5D-00) DATE 1 C ' I S- , v� RECEIPT # DATE REC. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ l ^ �d (%1�� �-e fel I C V ) 4L2. SCHOOL DISTRICT FEES (/,� (paid at District Office) (Available after Plan Check) �✓ SHERIFF FEES (paid at Building Division) C D Residentialx $360.00 = $ ...................... Units Commercial (sq. ft.) ............... x $0.03 = $ sq. tt. 4. URBAN AREA FEES (paid at Building Division) Residential ................... x-=$ # Units Amt. Commercial (sq. ft.) ............ Sq. ft. x Amt. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES —*$510.00 (paid at Building Division) 1"7. SRA FIRE INSPECTION AND PLAN CHECK�- $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I wised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed Ourjig the plan w=ised recess. Pursuant to Governme"ttf Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner ' (Rev. 6/00) COUNTY OF BUTTE �,p DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER -DRIVE - OROVILLE,�CALIFORNIA 95965 - TELEPHONE (530) 538-7541 S'C�DULE OF FEES DUE .j OWNER C' I U tit Gi V ` - V f t�i �� `� A.P. #�5y- (�C�) PROPOSED BUILDING USE U ►J-/,-� ' ai- DATE ty3 .. RECEIPT # DATE REC. BUILDING PERMIT FEES ':5. 2Z. Balance Due ....................... $ ✓1- Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ ' / I j)2. SCHOOL DISTRICT FEES �� 1/ �\I V� v (P )( ) aid at District Office Available after Plan Check V �'` �- - SHERIFF FEES (paid at Building Division) 3(00, (0, Residential x $360.00 - $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. .1 4. URBAN AREA FEES (paid at Building Division) ' Residential ................... —x—=$ 1h # Units Amt. '' L Commercial (sq. ft.) ............ x $ 1 Sq. ft. Amt. RECREATIONAL DISTRICT FEES 1 ��. (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES V. $510.00 (paid at Building Division) 17. SRA FIRE INSPECTION AND PLAN CHECK / ,l $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) f $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) r 10. OTHER At time of permit application, I w jd34sed the above fees are required to be paid prior to'i'Mance of the building permit. These fees may be changed u ' g the plan ecJinr cess. r�, 'n— �A APPLIC . DATE ,.it - kC.,`( Pursuant to Governmen Code Section 66020, you are hereby notified that items 2,-3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which'you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original _ Buiding Div. rr2\ d Coy -Applicant 13rd Copy PwneFY ! ��(Aeev..6/00) f r •ice -W n ., y .,. _ .. .. .. .. .. .. . ra w . GL.._2 - • COUNTY OF BUTTE U. "w DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,�CALIFORNIA 95965 - TELEPHONE (530) 538-7541 OWNER � �. I CIA 0 SCJIEDULE OF FEES DUE 4-. V C �-r -e A.P. # `.' I I - (, v-(�C)) PROPOSED BUILDING USE //� �+ / `` CIO Y( �C-DATE RECEIPT # DATE REO ,11 BUILDING PERMIT FEES' .-_,_ r Balance Due ....................... $ *k, Additional Fees Due ................. $ 2. —Z3. A� i 'n; ,4 Additional Fees Due ................. $ Revised Plan Checking Fee .............$ SCHOOL DISTRICT FEES rQ V I\ I i --e UO 1 6Y) (paid at District Office) (Available after Plan Check) SHERIFF FEES (paid at Building Division) -3(0.0, 1, i Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. _ 4. URBAN AREA FEES (paid at Building Division) Residential ................... x = $ ' # Units Amt. Commercial (sq. ft.) ............ x' • =$ Sq. ft. Amt. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER 1W At time of permit application, I wa§jadvised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan dheckintiprocess.,,, :. APPLIC DATE - i ~5: �� c ( it i Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). I I; ^.9 fir? Original Buidin Div. 2nd C J.,,� ° "� ° ' a gi g qpy - A�licant •3rd Copy - Owtier � �-�''�{' "> �R�ey.,6/00) r -' BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services De artment, 7 County Center Drive, Oroville, CA (530) 538-7601 Name:Uka�,J�(br�SOA Mailing Address: E -Mail address Assessor's Parcel Number. Ot ` Reason you believe you qualify for the unusual circumstances exception: Agent's signature L0-(S-�� Date UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ...................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: FORWARD THIS FORM TO LARRY IN DEVELOPMENT SERVICES FOR PROCESSING ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal ) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) ❑ Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 PLAN laEVISIOIV Please complete the following information in order to process your submittal. If this form is not complete, corse and legible. it may cause a delay in processing. Owner's Name• �� Y+- 1 Received By: Bate: A.P. �: U 1 t �1 Permit a: 1 Time ContactPhoneNumber•.� Purpose of submittal: ❑ Permit Application Data Item ❑ Engineering ❑ Plan Revision ❑ Requested by Building Inspector or Correctioallotice - Inspector's Name: PRequestedByPlan'sExaminer-ExamineesName: ❑ Other. ' If you are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for pla review. If engineering is involved in this revision, the engineer must put his requirements on these drawings an, stamp and sign.the drawings. Include two. (2) sets of wet signed engineering. Revised drawings must clearly &—N When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call ❑ Deliver with neat inspection. and hold for pickup at the' ❑ Chico Office ❑ Orovikle Office Revised Plan Check Fee: ❑ S46.00 Receipt T: ❑ Additional Fees Not Require( Additional fees may be due based upon complexity and time involved to process this submittal Additional Fees: Receipt I: PLAN REVIEW RESPONSE FORINT In order -to expedite the review of,your plans, please complete the following information and return this form with your re-submi this form is not complete, as to. all correction items, we will not be able to accept your re -submittal for review. There must be a a response to every item requested in our plan correction letter. 'By others" is not considered a valid response. please indite yc response to each item and the location where the information can be found on the plans/calcs. ca ATTACH THIS Fn:PU Te% a IV%- D 3--3126 .4 School District A.P. Number . Property 0 "^ Property Location/Address Subdivision Residential Development BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Jurisdiction: City Building Department No. County 90 �� ,a _i;' , :•, j, y _ +! Deet Restricted Sq. Footage (Attach a signed copy of Deed Restriction and No of,Umited Use Facility `d'ocument) ~ f CommerciaUlndusthal Q Q Sq. Footage New Addition (Including Exterior Roofed Areas) Building Department'Representative A Date District Identification No. A n 4 K School .District certifies tela �/ 1 l y V�uW I) V, (Applicant) (Street Address) : f (Phone Numbef) ICity) �-�. �` (State)' (Zip Code) / !' has complied with the requirements of ResolutiNo ,M~«�� by payment of $ representing �i) c' LQ square feet. 2926' i FULL MMC!4TlON"----_-177 �t 04 -/04 -- School District Representative Date Paid by Check 8 Remarks: PCL !3 V roo DA &4— - ` �n,—A— h-il -1r. Vr lJ Notice: You may protest the Imposition of the tap Identified above by submitting a written protest to the District. In compliance with . Government Code Section 66020(a), within 90 days from the date Nes am paW., Fallme to submit a timely written protest will'prohlbit you from challenging the Imposition of the fees in any court action. M, subsequent to the School District Representative signing this Butte County Sehools`Impect Fes CeRlSatlon Form, the School District In r, Will by the applicable Local Planning Agency tial this project Is being reviewed undar ttw California Environmental Quality Act (CEQA� tins pojea may be subject to additional school tees to fully ~oft its Impact on the school disbictls schools. White (applicant), Yellow (building department), Pink (school district) feeform.x)s (10/03)dmm Feb O1. 02 08:13a P. 1'• ,t. - COUNTY OF BUTTE -DEPARTMENT OF DEVELOP RVY)i BUILDING DIVISION 7 County Center Drive • Oroville, California ele530) 538-7 4. 3 „p� IT No. (Rev. 12/96) APPLICATION A PERMIT'- `j ASSESSORPARCELNUMBERO L I _ / , ��1Q ZONINGr' n BUILDING PERMIT -OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATI -- M An ` a `' �- f �L f Z�( - - OWNER'S ADDRESS ..---'--' - ZL 9511— (to __ K -es t - . 3D __i _ •CJ r �-=1) PERMIT FEE $ 'Total COI•�r 1311CTOR'S I ��%'}�IjQNEI eIll ELECTRICAL PERMIT I _ � , -..CO I __s. Np AD KESS O^ ( L C-li ell CONSTRUCTION LENDER --_ LENDER'S MAILING ADDRESS Fireplace Valuation $ j < MARCHITECT ARCHRECT OR ENGINEER LICENSE NO. Filing Fee S 20.00 CO mucn-OUTLET \\ NON•RES10. BRANCH cIRcum i _ Permit Fee $_ OR ENGINEERS MATING ADDRESS ___..,,__.,.. Plan CheckingFee $ _ BUILOMO ADDRESS , ) n ` • n U Xl�. .,VI U/// g �7 Energy Ener Plan Checkin Fee _ PERMIT FEE $ LOT NO. SUB O ,7"X/V) t/ /� / PARCEL MAP ' PLUMBING PERMIT FilingFeej 20.00 1 60)& Ll USEOFSTRUCTURE 132 SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 91 7.00 G3 — Solar or heat pump water heater 23.00 Water piping 15.00 �:f�V Each gas water heater or vent 15.001 /S.iJc7 J TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 ( ,� Building sewer 15.00 _ Mobile Home S G1 W Q20.00 v "I - -.1 `"' c_ . I Ex. Occup. OUrttT OR FIXTURES 20 ®I.O. BAL SO PERMIT FEE $ w "PEPAIT f� vl ELECTRICAL PERMIT Filing Fee 20.00 FEE PAM Main ServiceOOOV OR LESS 200A OR LESS 23.00 Jl uwt5C•/h ' . T —7 J Main .Service 200A TO IOOOA 46.00 NEW CONST. DWELLING OGGUP. e OR ADONS. 6 ACC. BLDS. 'J 3.5��, CO mucn-OUTLET \\ NON•RES10. BRANCH cIRcum i �. @7.5D1 O� Ex. Occup. OUrttT OR FIXTURES 20 ®I.O. BAL SO "PEPAIT (�I / FUCED APPUVS. OR Ex. Occup. ovrLt�a Eslo. EA 5.00 _ FEE PAM ` S Temporary Service 23.00 SRA (%�_ SRS Mobile Home Facilities 20.00 C/ - ry Misc. Wiring 23,00 SHERIFFJ VX -S PERMIT FEE i , MECHANICAL PERMIT Filing Fee 20.00 Heating I'Z 00c Coolin Hood 6. so Ventilation [{, AMOVNT RECEMb I I/M PERMIT FEE S bile Home Installation Fee $ %Ov EnergyinspeTtion ee $ (a. � ! TOT L FEE $ •_ * TO im P • zwo co �Z•D. FEES P D COF P EL H ISSUE • --• This permit is hereby Issued under the applicable p�ovisidns'" of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been`pai . .v By / i _... - Date Receipt No. WWTE-D.O.S.-8.0. CANARY -ASSESSOR PERMIT EXPIRES ON•APPLICANT PINK -INSPECTOR GOLDENROD ere-: , January 21, 2004 ,Gary and Vickie Mount 1661 Forest Ave., Apt. 30 Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-650-001 Building Permit Number: 03-3190 The revised plans and Plan Review Response Form submitted on January 12, 2004 was incomplete. 01C_ Please respond to structural plan check comments 2, 4, 5, 6, 7, 8, 9, 10 and 12 of the plan check letter sent to you on January 5, 2004. A copy of this letter is enclosed. Please respond in writing okto each plan check comment by completing and returning the enclosed Plan Review Response i Form. If you wish to discuss these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Plans Examiner cc: Mike Caprealian, P.E. Philo Hunt, P.E. Plan Check Engineer 1 of 1 January 5, 2004 Gary and Vickie Mount 1661 Forest Ave., Apt. 30 Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-650-001 Building Permit Number: 03-3190 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. STAUCTURAL COMMENTS: Please have your engineer provide documentation stating that he has reviewed the geotechnical report for Lime Saddle Ridge Estates (now known as Mountain Oak Estates) and designed the foundation accordingly. 2'. Per my last letter, specify floor framing and provide a foundation for the master bathroom tub area on the foundation plan. 3. The calculations for beam 6 call for an LVL beam, the plans call out a 2x8. Please coordinate. C47 The calculations show CC66 at the posts out back. Section A -A calls out PC66's. The calculations specify 2 -ACE 6's at the rear deck. I don't find these on the plans. 6. The calculations specify CBSQ 66's at the rear deck. Section A -A shows CBS 66's. 7. The calculations and roof framing plan specify 6x10 beams at the rear deck cover. Section A -A shows a 6x12. Please coordinate. 8. The roof framing plan and section A -A show a 6x12 BM at the rear deck cover. Where is this beam? (The floor plan calls for a 6x14 header over the 9 -foot slider.) 9. Please revise section A -A to show the 2x8 rafters over the great room. 10. The CBC requires cripple wall studs to be at least the size as the studs above. Please revise plans where 2x4 cripple wall studs are specified below the 2x6 walls. 1P1. Please revise the spans analyzed in the beam design calculations for beams 1, 4, 6 and 8. The beams indicated on the plans appear to have longer spans than is addressed in the structural calculations. 12'. rovide rafter ties in accordance with CBC 2320.12.6. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. No �C-�j poPb_;- pyto� I VgeV f::bYZ- I 'feM 5 2 , �, s, 10,1, g, 9 , b Z J`�f4o V15 1 of 2 Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Philo Hunt, P.E. Plan Check Engineer cc: Mike Caprealian, P.E. 2 of 2 January 5, 2004 Gary and Vickie Mount 1661 Forest Ave., Apt. 30 Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-650-001 Building Permit Number: 03-3190 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. STRUCTURAL COMMENTS: 1. Please have your engineer provide documentation stating that he has reviewed the geotechnical report for Lime Saddle Ridge Estates (now known as Mountain Oak Estates) and designed the foundation accordingly. 2. Per my last letter, specify floor framing and provide a foundation for the master bathroom tub area on the foundation plan. 3. The calculations for beam 6 call for an LVL beam, the plans call out a 2x8. Please coordinate. 4. The calculations show CC66 at the posts out back. Section A -A calls out PC66's. 5. The calculations specify 2 -ACE 6's at the rear deck. I don't find these on the plans. 6. The calculations specify CBSQ 66's at the rear deck. Section A -A shows CBS 66's. 7. The calculations and roof framing plan specify 6x10 beams at the rear deck cover. Section A -A shows a 6x 12. Please coordinate. 8. The roof framing plan and section A -A show a 6x12 BM at the rear deck cover. Where is this beam? (The floor plan calls for a 6x14 header over the 9 -foot slider.) 9. Please revise section A -A to show the 2x8 rafters over the great room. 10. The CBC requires cripple wall studs to be at least the size as the studs above. Please revise plans where 2x4 cripple wall studs are specified below the 2x6 walls. 11. Please revise the spans analyzed in the beam design calculations for beams 1, 4, 6 and 8. The beams indicated on the plans appear to have longer spans than is addressed in the structural calculations. 12. Provide rafter ties in accordance with CBC 2320.12.6. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. 1 of 2 Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner : Plan Check Engineer cc: Mike Caprealian, P.E. j 2 of 2 November 24, 2003 Gary and Vickie Mount 1661 Forest Ave., Apt. 30 Chico, CA 95928 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-650-001 Building Permit Number: 03-3190 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. on I find The calculations call out 189.5 square feet of glass at the rear, I find 177.4. The �kvliah+ .xac�nnt inrliirlecl ;n +hA malt^r�,� ThP .�1�*+�-��11 F dam, ,1 +am1S V Please have these items corrected and submit new energy calculations. (two sets) (6ur front elevation shows 2 -coat stucco, the back elevation shows 3 -coat. Are you using both?. If not, please specify which method you will be using. Section B -B is inaccurate. Please revise. STRUCTURAL COMMENTS: 1. Your Parcel Map requires that the foundation be designed in accordance with the geotechnical report for Lime Saddle Ridge Estates (now known as Mountain Oak Estates). Please have your engineer verify that he has reviewed the report and designed the foundation accordingly. Specify header size for the small garage door on the plans. 3. Please provide a roof framing plan that clearly shows where all purlins bear. Clearly show all bearing walls and interior bearing headers. Call out the spacing of the struts. Complete the missing information that has been "cut off' of the roof framing plan. (especially in the garage area.) Note that the maximum unbraced length of a strut is 8 feet. 4. Please provide supporting calculations for the coffered ceiling beams. Show the roof line over the master bathroom tub and specify the beam size required over the tub on the roof -framing plan. 6. Provide floor framing and foundation for the master bathroom tub area on the foundation plan. 7. Provide rebar in accordance with CBC 1806 and show on the foundation details. 1 of 2 11 0 If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Mike Caprealian 2 of 2 In order to expedite the review of your plans' ly PLAN ��w RESPONSE FORM this form is not complete, as to all correction items, we will not beableto accept r return f form with Your response to every item requested in our plan correction letter. `By others" is not considered i valid response. here must e response to each item and the location where the information can be found on the plOt considered There must be a v ATTACH THLS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH ease indicate j OWNERS NAME REVISED AND ORIGIpIAL PIANS DATE ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FOR PLAN CHECK LETTER DATED: FCO;MMENTS: K ITEM RESPONSE BN N ON LANS/ CS: 3�� SPONSE BY: &T CWS CO. Fax:530-895-8492 Jan 6 '04 10:01 P.02103 Jan 06 04 08:19a January S, 2004 Gary and Vickie Mount 1661 Forest Ave., Apt. q0 Chico, CA 95928 Department of Development Services Building DiVlsi011 7 County Center Drive oroville, CA 95965 (500) 538-1541 (530) 538-2140 Assessor Parcel Number! 041-650-001 Building Permit Number: 03-3190 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to etwh item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check. and approval of this project. rn `DD=S Plea,e have your engineer provide documenta0 tion stating that he her reviewed the. geotechnical report for Lints Saddle Ridge :states (now known as Mountain Oak Estates) and designed the foundation accordingly. Per my last letter, specify floor framing and provide a foundation for the master bathroom tub area on the foundation plan. Or an LVL beam, the plans call out a 2xR. Please The calculations fur beam 6 call fo coordinate. ` The calculations show CC66 at the posts out back Section A -A eallsc,nt PC:66's. he calculations specify 2 -ACE 6's at the rear deck. I don't find these on the plans. he calculations specify CBSQ 66'9 at the rear deck. Section A -A shows CBS 66's. The caiculations and roof 6 arcing plan specify WO beams at the tear deck cover. Section A -A shows a 6x 12. Please coordinate. The roof framing plan and section A A show a 6x12 BM at the rear deck cover. Where is his beam? (The floor plan calls for a 6x14 header over the 9 -foot slider.) Please revise section A -A to show the 2x8 rafters over the &Teat. room. 10. The Ck3C requires cripple wall studs to be at least the size as the studs above. Please revise fans where20 cripple wall studs are specified below the 2x6 Ovalis 11. lease revise the spans analyzed in the beam design calcuiations for beams ], 4, 6 and 8. The ns appear to have longer spans than is addressed in' the structural beams indicated on the p calculations. /'` C,�� 12. Provide rafter ties in accordance with CBC 2120.12.6. & V if you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.rr. and 4:00 p.m., Monday through Friday. To dis.uss non-structurtJ items, ask for Linda. Philo will answer your structural questions. `` 1 of 2 ® Plan Review Response Form I In order to expedite the review of your plans. Please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to -accept your re -submittal for review. There must be a valid I response to every item requested in our plan correction letter. "By others" isnot considered a valid response. Please indicate your response to each item and the location where the information can be found on the plan/cales. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER WITH REVISED AND ORIGINAL PLANS OWNERS NAMEDATE: . - Z��o n')� M ///7 Va)-K4- ti o ASSESSORS PARCEL NUMBER PERMIT NUMBER 6 �' ( — RESPONSEFOR PLAN CHECK LETT R DATED: I" 1__ C S/CALCS: A --••- —• •��•� • • �..• .• .wr vw� o LUUA I IUN UN YLANS/GALCS: kk A' TobQA;1- COMMENTS:/o Lou PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 4 COMMENTS: PLAN CHECK ITEM # RESPONSE Y: LOCATION ON P NS/CALCS: 1 COMMENTS:. �: _10 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # T RESPONISf, BNJ bib t4 LOCATION ON PLANS/CALCS: COMMENTS:, COMMENTS: PLAN CHECK ITEM # --lRESPONSE E) BY: PLAN CHECK ITEM # II RESPONSE BY: LOCATION ON PLANS/CALCS: 1 k Lt COMMENTS COMMENTS: PLAN CHECK ITEM # --lRESPONSE E) BY: LOCATION ON PLANS/CAL S: I to �2 COMMENTS: -- PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LAL LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: fr- COMMENTS: 0 MICHAEL CA'PREALIAIV CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 Jan. T'04 Butte Co. Building Dept. #7 County Center Dr. Oroville, Ca. 95965 RE: Geotechinical report for Lime Saddle Ridge Estates. Gentlemen: I have examined the Geotechnical report for the Lime Saddle Ridge Estates and have made the draftsman incorporate the requirements (of the report) into the plans for the 2016 sq. ft. house. Sincerely yours: Michael Caprealian 0 ® Plan Review Response Form In order to expedite the review of your plans. Please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. "By others" isnot considered a valid r sponse. Please indicate your response to each item and the location where the information can be found on the plan/cales. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER WITH REVISED AND ORIGINAL PLANS ASSESSORS PARCEL NUMBER PERMIT NUMBER 0�-'���� RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM p ��tllS4rvC. I RESPONSE BY:LLOW lrvl t lila . 1a.; LOCATION ON PLANS/CALCS: S Ge.+-'�— 1.:nGt� LV, SUIS/CAL : aTT'PLA COMMENTS: PLAN CHECK ITEM # �k)kA- S��roc.. 2 RESPONSE BY: I( LOCATION ON PLANS/CALCS: S Ge.+-'�— 1.:nGt� LV, COMMENTS: PLAN CHECK ITEM # LOCATION ON PLANS/CALCS: pqvw e2.. f, A '. PLAN CHECK ITEM tt RESPONSE BY: LOCATION ON PLANS/CALCS: S ` 'c S . COMMENTS: CHECK ITEM p RESPONSE BY: LOCATION ON PLANS/CALCS: j `r 'r oC, LENTS: y ® Plan Review Response Form In order to expedite the review of your plans. Please complete the following information and return this form with your re -submittal. If this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every itern requested in our plan correction letter. "By others" isnot considered a valid response. Please indicate your response to each item and the location where the information can be found on the plan/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER WITH REVISED AND ORIGINAL PLAN 01NN E DATE: ASSESSORS PARCEL NUMBER PERMIT NUMBER RESPONSE FO CHECK LETTER DATED: PLAN CHECK ITEM ## RESPONSE BY: LOCATION ON PLANS/CALCS: SI r V C PLAN CHECK ITEM ## RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: I � I V I eA\A- - :�p I PLAN CHECK ITEM ## RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: V COMMENTS: PLAN CHECK ITEM ## RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: I � I V I eA\A- - :�p I PLAN CHECK ITEM ## RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: V PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. Ii this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a valid response to every item requested in our plan correction letter. `By others" is not considered a valid response. Please indicate your response to each item and the location where the information can be found on the plans/calcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE �o.2.y �•' V�G�ccP %�l.ou.K•� ASSESSORS PARCEL NUMBER 7 PERMIT NUMBER 3t Z RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY. LOC TI N ON PLANS/C� C � COMMENTS:���� Af PLAN BY: - -- — LUSi� 1`�N PLA S 7 S: VTS: 6% lit f'aw 6 /E' L 4 I'V BY: Ce, PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your re-submittal, i this form is not complete, as to all correction items, we will not be able to accept your re-submittal for response to every item requested in our plan correction letter. review, There must be a vali `By others" is not considered a valid response. Please indicate you response to each item and the location where the information can be found on the plaaYcalcs. ATTACH THLS FORM TO A COPY OF YOUR PLAN DFVTFw i ems a..r...r..._....� MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (5301521-6886 • 891-6886 STRUCTURAL CALCULATIONS FOR:'. 2016 SQ. FT. HOUSE STRUCTURAL CRITERIA: Seismic Zone 13 Basic Wind Speed m.p.h. (Example B, Method 77 Concrete fc Reinforcing Steel - Crade. -Masonry:- Crade Solid Crouted 'yes/no Structural Steel: Grade Yield:- REFERENCES: ield: REFERENCES: 1. 1997 Uniform Building Code 2. Western Woods Use Book, 2nd. Ed.* 3. A.P.A. Const. Guide, PUB E 30E 4. Manual of Steel Construction, 9th Ed. 5. Concrete Masonry Design Manual, 5th Ed. 6. 'Structural Engineering Handbook, Gaylord & Gaylord, 2nd. Ed. DEC 2 2 2003 UP DATE. 12-31.2003 ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor ALT. - Alternate- C.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way TRIB. - Tributary BUTTE COUNTY Y BUILDING DIVISI(DI4 �J y MICHAEL CAPREALIAN 'OB CIVIL ENGINEER, RCE 22907 SHEET No.�j, �)_ OF - 1743 Mulberry St. • Chico, CA 95928 CALCULATED BY / / G`,�i DATEA AA 3 (530) 521-6886 891-6886 CHECKED BY DATE .. _ SCALE...-----•-----........---------...--------.:_.._.-....-------------- ASSUMPTIONS AND DESIGN DATA Type of Structure o d ��^� e Roof Pitcha— Loads in Oft2: Dead Load Total D.L. Live Load TOTAL Roof: 42. 1st Floor: MICHAEL ALLEN CAPREALIAN 2nd Floor: Q 2207 �'( Balconies/ Decks: EXP DATE: 12-3142045 Other: C°e�1��5 �X6 ' Z • �2 �� �� 4C Wind Zone_7��m.p.h. Max. Ht._ _ft. Ce= C 1.3 q =//41, 3 g s I= Wind Pressure (example B, method 2)= 22•1 p.s.f. Earthquake Loading= [There I= � R Sr S Com= ,, � W=Weight of building causing force in member Basic Soil Pressure/ bG Oft2 + #/ft2/ft depth below 1' beneath original grown or finish gramme. Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure = p.s.f:/ft of depth. Equivalent fluid density= #/ft (Min. Density = 30 Oft2) -Skin friction= (but not more than .5 x D.L.) 7* - I A 11 - -, rb 17f r-oltm F P--- • To MICHAEL ALLEN CAPREALIAN )h2V7 tp -40 27, ;_j3 OF -S)ILS ;;; r PAL. DATE: 12-3120 LIL 1p va S v -to, 54 44 iq CS" C> J. IL I- gE�R 7" MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 - 891-6886 P, -7 SHEET NO.'4 OF CALCULATED BY -*05�71(rf A DATE a CHECKED BY DATE SCALE ulp-m &I AIA 3 ............................Z ..... . ..... .......... 3� ........... .............. ............. .............. C, 51 F vv .......... .. .............. ....... .............. .............. ............. ............. MICHAEL CAPREALIAN JOB . ........... 4151— CIVIL ENGINEER, RCE 22907 SHEET NO. OF .............. 12:.y 0 /'Mulberry St. - Chico, CA 95928 CALCULATED B DATE -A—A-63� 03 (530) 521-6886 - 891-6886 CHECKED BY DATE - SCALE AIA 3 ............................Z ..... . ..... .......... 3� ........... .............. ............. .............. C, 51 F vv .......... .. .............. ....... .............. .............. ............. ............. a2 q ............. ............. .......... . ........... . ......... .............. 12:.y 0 ............. . ............ ............. P -RA ............. WA MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (5301 521-6886 - 891-6886 4*f SHEET NO. OF CALCULATED BY DATEIAY, a 4 03 CHECKED BY DATE SCALE # z W f::" .� /*:If 3:: /-;.w F. .............r.............?...................... ............. ............. ............. ........... ............. ........... . .............. .... ...................... 7 ........6,K .... ............. .............. ............. .......... ....... ....................... ................. ........... ....... .............. MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530)521-6886 - 891-6886 Z 4 JOB SHEET NO.7 OF CALCULATED BY DATE/4f4-x 7j CHECKED BY DATE SCALE =34 • I-05'�, Pfj ............. .............. ............. ...... ... .. ............. I ...... . ............. ............. .............. .............. .............. ............. . .............. . ............. ...................... 6 X --56 I a f # -wtv -; 1 1: 1. MICHAEL CAPREALIAN JOB CIVIL ENGINEER, RCE 22907 SHEET NO. OF -MAR 1 0 2003 1743 Mulberry St. - Chico, CA 95928 CALCULATED B DATE [530)521-6886 - 891-6886 CHECKED BY DATE 'SCALE e ............. .............. .............. .............. ........... ............. ............. ............... .......................... � I 4m :EXP 2X2X/.S/ ...... .... . .......... MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 SHEET NO. j2�JA OFMAR 1 0 20 p3 CALCULATED BY I �[ a cn DATE `J� CHECKED BY DATE SCALE 72- 4 2 t FA x1 TC* A19 MICHAEL ALLEN REALIAN IK 907 iT Illlp 7N ZF -V TO, T% Pt 'Lit 4 z:- Ao-SJT D DATE: 12-31-2005 P- ir iT Illlp 7N ZF -V TO, T% Pt m Jhk HM PN. or 1! ITI ef/MI'CHAEL ALLEN SHEAR WALL PROGRAM FOR: SORENSON HOUSE S.W. # HL ft. Panel #1 Panel #2 Panel #3 Panel #4 Panel #5 3 9 21 12 0 0 0 Total Wall length= 33.0 Feet V-# , v4Yft. T-pan.#1 T-pan.#2 T-pan.#3 T-pan.#4 T-pan#5 9229 279.67 1922.49 2210.25 0.00 0.00 0.00 For shear ply. use A 0X withQd's @ "o. c. & 8 " in field. Good for.3 p #/ft. o �� err 54ad S For hold-downs use Simp./{Z)2/jI-th lh.�'r 2 775 w/ threaded rod and rod nut through floor if applicable For shear transfer where seams are not centered on member. Use Simp. A35's or A35fs @ 19.3 inches on center, max. D.L. M. 98 Anchor bolt spacing: 33.8 inches on center, max.E® Wood floors may have wider spacing. MICHAEL ALLEN CAPREALIAN 907 � � L FOF EXP DATE: 12 39 2005 5111 / 2, MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 - 891-6886 JOB SHEET NO. OF CALCULATED BY DATE 'z QC CHECKED BY DATE SCALE 3 !-It- ... ........ . ............. ............. . ............................ ............. .............. .......... ............. ............. ........... . .............. ............................ ............. .......... ................. . ......................... .............. .............. ..... . ............. :7 9 El 63 SHEAR WALL PROGRAM FOR: SORENSON HOUSE S.W. # Ht. ft. Panel #1 Panel #2 Panel #3 Panel #4 Panel #5 D.L. #/ft. 7 9 3.67 3 3 3 0 220 Total Wall length= 12.7 Feet V-# v -#/ft. T-pan.#1 T-pan.#2 T-pan.#3 T-pan.#4 T-pan#5 2979 235.12 2010.86 2092.47 2092.47 2092.47 0.00 For shear ply. use �� I GD v ith e d's @ �' o.c. & " in field. Good for: 3 v p #/ft. L�5 7`X� l v� For hold-downs use Simp. 6"r�Lwith A.B. 7 w/ threaded rod and rod nut through floor if applicable For shear transfer where seams are not centered on member. Use Simp. A35's or A35fs @ 23.0 inches on center, max. Anchor bolt spacing: 40.2 inches on center, max. Wood floors may have wider spacing. MICHAEL ALLEN CAPREAUAN 2907� .� CMS- ®\TFOF [EXPOATE: J.2 M.20 -5'H T / �`- MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 W m L JOB SHEET NO. J 6 CALCULATED BY CHECKED BY SCALE OF DATE -e ^' DATE .- MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 - 891-6886 JOB SHEET NO.-/ 7 OF CALCULATED BY DATEDEC 2003 CHECKED BY DATE SCALE K ............ ............. ............. ............. .......................... ............. ............ . ... ... . .............. mwfj& I MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 9 n1 J SHEET NO. /19 OF DECCALCULATED BY , DATE D - 5 2003 CHECKED BY SCALE L DATE m I MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 - 891-6886 RA N SHEET NO. OF CALCULATED BY -0� DATE —>e CHECKED BY DATE SCALE ........... .............. ............. ............... MICHAEL CAPREALIAN ' CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 STRUCTURAL CALCULATIONS FOR:. 2010 SQ. FT. HOUSE DEC 2 2 2003 MICHAELALLEPI PREALIAN CML 9�FOF CAS\FO/ EXP DATE:12-39-2005 STRUCTURAL CRITERIA: Seismic Zone 3 Basic Wind Speed m.p.h. (Example B, Method Concrete fc - 2,00 p.s.i. Reinforcing Steel - Grade Masonry: Grade Solid Grouted yes/no Structural Steel: Grade Yield: k.s.i. REFERENCES: 1. 1997 Uniform Building Code 2. Western Woods Use Book, 2nd. Ed. 3. A.P.A. Const. Guide, PUB E 30E 4. Manual of Steel Construction, 9th Ed. 5. Concrete Masonry Design Manual, 5th Ed. 6. Structural Engineering'Handbook, Gaylord & Gaylord, 2nd. Ed. ABBREVIATIONS: O.T. - Overturning O.T.M. - O.T. Moment S.F. - Safety Factor ALT. - Alternate G.F. - Good For N -S - North-South E -W - East-West E.W. - Each Way TR1B. - Tributary 03 BUTTE /OUNN \ BUILDING DIVISION APPROVED )PI #e, , C: 7/� L! 5 , I MICHAEL CAPREALIAN °B CIVIL ENGINEER, RCE 22907 SHEET NO. - Of 1743 Mulberry St. • Chico, CA 95928 CALCULATED BY O i/ �;,�- I DATE3 . (0 3 (5301521-6886 891-6886 CHECKED BY DATE .. SCALE.-----'-----'--....-----...------ '--"----'--'----------- ASSUMPTIONS AND DESIGN DATA ........;... Type of -Structure GU o m d Fi^a c° Loads in Oft c Dead Load Total D.L. Roof: lst Floor: 2nd Floor: Balconies/ Decks: Walls: 51" co Z`t ��8• Roof Pitch/�— Live Load TOTAL MICHAEL ALLEN CAP EALIAN � L 1P TFOF CAL��Q' EXP DATE, 12-31-2006 / Other: Cef"5 /® ��• ESP � Wind Zohe_ m.p.h. Max. Ht. _ft. Ce= �.1�1 C ).3 qs� S g I= Wind Pressure (example B, method 2)= a2• y p . s . f . . Earthquake Loading= z.SJ= Where I= W=Weight of building causing force in member Basic Soil Pressurel dG oft2 + %� oft2/ft depth below 1, beneath original group d or finish gramme. Passive lateral earth pressure= p.s.f./ft of depth Active lateral earth pressure = p.s.f:/ft of depth. Equivalent fluid density= Oft(Min. Density = 30 #/ft2) Skin friction= (but not more than .5 x D.L.) a I 7-1 to Will -- 0 v lu jrz 1.0 96— m z ,,a,, C � ' Ic1 � � Llay � „� v ti _..u,`ppr � a- { it , � , � o I �-'. !• '-`-i CP w�1 r •� 110 i Z �- � `?JO -pi z1�9� i !I-'O}•� Ol SZI 421, 'd N 7 I _� �SOOL � �ti dX3 0�e,1d:D Flo ,>a 0- -. L06 v NVI1V3'ddVCP N3i1V 13VHOIW MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 r] I e ate JOB SHEET NO.1311 OF CALCULATED BY 4e DATE urj CHECKED BY DATE SCALE L A P rA MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 - 891-6886 611" W 2,(;T JOB SHEET NO. OF CALCULATED B'-A—AeL DATE/_( -114T3 CHECKED BY DATE SCALE a MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 6 939 SHEET NO. 7 OF ? CALCULATED BY AAC' DATE / f' f QA 7j D J CHECKED BY DATE_ SCALE ?1z .......... �7' ?.. = osbPs.................................. . : : : : : ...................................................................:..................................... �Jd U'' h = la..s4X..�...ez.73 . . ............. ..............,..........................:.............................:.......... ...... ... O e ri t G MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 - 891-6886 7- 1 SHEET NO. P . OF MAR 1 0 2003 CALCULATED BY DATE CHECKED BY DATE SCALE ........................................... ............. ............ ............. ............. ............. .............. .............. MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530)521-6886 - 891-6886 JOB L SHEET NO. MAR OF 2003 1 U L CALCULATED BY A DATE CHECKED BY DATE SCALE El x .......... .............. .............. .............. ............ 72- 4: Z Ac MICHAEL ALLEN LIAN 7- LN3� 1W 44- I r T! Li o ZD IX 4-t A.c Alt A Exp 1241200 7- LN3� 1W 44- I r T! Li o ZD IX 4-t a V O � = C ]. < C L O v F .� yN �1� SHEAR WALL PROGRAM FOR: SORENSON HOUSE S.W. # HL ft. Panel #1 Panel #2 Panel #3 Panel #4 Panel #5 3 9 21 12 0 0 0 Total Wall length= 33.0 Feet V-# -v4Pft. T-pan.#1 T-pan.#2 , T-pan.#3 T-pan.#4 T-pan#5 9229 279.67 1922.49 2210.25 0.00 0.00 0.00 For shear ply. use A I? DX with Od's @ "o. c. & $ " in field. Good for: 3 8 p #/ft. o ,�� �« =4 -v -B S r For hold-downs use Simp. //ZaAlth - S,I b l,�. � � � 2 775 w/ threaded rod and rod nut through floor if applicable For shear transfer where seams are not centered on member. Use Simp. A35's or A35fs @ 19.3 inches on center, max. Anchor bolt spacing: 33.8 inches on center, max. Wood floors may have wider spacing. D.L. #/ft. 98 ahlge- of4,4�- MICHAEL ALLEN CAPREALIAN 2907 \FOF Cp,L\�� EXP DATE: 12-31-2005 MICHAEL CAPREALIAIV CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 SHEET NO. IZI OF CALCULATED BY �- DATE z QC CHECKED BY DATE SCALE ........�(�.r..�.�..............._........7..�.."..Y....1..°..1.......-f-........�... a3 SHEAR WALL PROGRAM FOR: SORENSON HOUSE S.W. # Ht ft Panel #1 Panel #2 Panel #3 Panel #4 Panel #5 D.L. #/ft. 7 9 3.67 3 3 3 0 220 - Total Wail length= 12.7 Feet V-# v -#/ft. T-pan.#1 T-pan.#2 T-pan.#3 T-pan.#4 T-pan#5 2979 235.12 2010.86 2092.47 2092.47 2092.47 0.00 u For shear ply. use ���} G� vw'th �° d's @ Y"o.c. & " in field. Good for: 3 v p #/ft. For hold-downs use Simp. � with S� A.B. : 7 7:3r w/ threaded rod and rod nut through floor if applicable For shear transfer where seams are not centered on member. Use Simp. A35's or A35Ps @ 23.0 inches on center, max. Anchor bolt spacing: 40.2 inches on center, max. Wood floors may have wider spacing. MICHAEL ALLEN CAPREALIM' � 2907 • Ip �9T CAV EXP DATE: 12-31-2006 MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 r JOB SHEET NO. 6 OF CALCULATED BY DATE-eOar .2 CHECKED BY SCAL DATE MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. - Chico, CA 95928 (530) 521-6886 - 891-6886 JOB SHEET NO. /Z OF CALCULATED BY DATEDEC 2003 CHECKED BY DATE SCALE K ............i..... ............ ............. ............. ........ .... ............ ..............i......... .............. .............. ............. I ...... ............ ...... .............. ......... ... ............ ............. mWelm, a .......... ..... . ............... . ............. �: ............ ............. ....... . ............ ............. .............. ............. ............ ............. .............. . .............. ............ .............. .............. .... OF MICHAEL CAPREALIAN CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 (530) 521-6886 • 891-6886 q JOB SHEET N0. OF CALCULATED BY DATE DEC ` 5 2003 CHECKED BY SCALE B G 10 DATE f' MICHAEL CAPREALIAN r CIVIL ENGINEER, RCE 22907 1743 Mulberry St. • Chico, CA 95928 a (530) 521-6886 • 891-6886 am N .01 l i q SHEET NO. / ( OF G ^� CALCULATED BY�Q C• DATE G. ( DJ CHECKED BY DATE SCALE -r 1 D. r 3 0 Y 0 ri T 01° RESIDENTIAL PLAN REVIEW GUIDE o r~fir _ . " SINGLE FAMILY, DUPLEXAND o MISCELLANEOUS 01VZY Building Permit Number: /'go . P(ans Examiner-: ,LMda 5;M)0 -W n A. P. Number: 'Z)//— '&n.4 ed I GENSE R--kL: Zoning requirements — (number of permitted living units). Plans signed by the designer. roper description of work on the application. r ing violations on the property. rded notice of violation. ing permit valuation. PLAIN: Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills andior drainage. Flood hazard Special conditions o 'Parcel Map: L [) SR. Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage &a ❑ Federal :did Route and/or Federal Aid Secondary Route setback requirement. Buildin, or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLAN: Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear operable area of 5.7 square feet The minimum net clear operable height dimension shall be 24". The minimum net clear operable width dimension sbaR be 2W. When «indo« s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the Elcor (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 feet 6 inches except as otherwise permiod in this secuon. Kitchens, halls, bathrooms and toilet compartments may have a ailing height of not less than 7 feea measured to the lowest vroiection from the ailing (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an arra of not las than 70 square feet and not less than 7 siert is any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GFC1 in baths. garage, kitchen, wet bar, and anterior receptacles (NEC 210). Wirer heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening Into a both or bedroom (Uniform Plumbing Code section 509.0). l•) Fuel burin; equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom, of in a room, compartment or alcove opening directly into any of these (Uniform Mechanical Code seedoa 304.5). Garai firewallfireall separation - required on garage side including supporting walls and posts (UWf0MHaildag Code section 302.4 exception #3). Under no circumstances shall a private garage have any opening into a room used for sleeping purposes (t; niforn Building Code section 312.1). Wood ;tore location - Alcave — Ulv1C section 203 confined space & 223 unconfined space & 304.2). mak: detectors (Uniform Building Code section 310.9.1). Page 1 of 2 ,1$. -Water closet clearances (Uniform Plumbing Code 408.5). j,6!Sh"tr compartment minimum 1024 sq. in. L. 30" circle (Uniform Plumbing Code 412.7). 17. Bearing walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support aU loads (Uniform Building Code section 1806.3). STRUCTURAL DETAILS: 1. Braced wall panels shall start at not more than 8 feet from each end of a braced Wall line. Braced wall panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shaU not exceed 34 feet on anter in both the longitudinal and transverse directions (UBC section 2320.4.1) Braced %all lines must be continuous throughout the strucMm. - 2. A California licensed architect or registered engineer must prepare a lateral analysis for the area of the building that do not comply with the Uniform Building Code. This must include the designee's "weC stamp, signature, registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. 3. Clerestory requiring balloon framing and/or engineering. 4. Foundation plans complete enough to construct building (Uniform Building Code Table 184-C). 5. Floor construction details complete enough to construct building. 6. Elevations and wall construction details complete enough to construct building. 7. Roof construction details complete enough to construct building. 4, F'ir'eplace construction details and calculations if necessary. 9. Garage door header size(s). 10. Porch header size(s). 11. Typical header size(s). 12. Stud heights. Igo, High expansive soil - special foundation design required -,144• Retaining walls requiring design. .bS*-G37isnm wallboard nailing inspection required. I& If the area below the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above grade. Alternatively. certification may be pro-Oded by a registered professional engineer or architect that the design will allow equalization of hydrostatic flood forces on exterior walls. Building must be designed and anchored to prevent floatation, collapse or lateral movement Construction design requirements must be shown on the building plans. W'Etectric, heating, ventilation, plumbing and air conditioning equipment and other service facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during conditions of flooding. L LLANTOUS ITEMS: ay details - landings, rise and run. head clearance, handrails (Uniform Building Code section 1003). rails (Uniform Building Code section 509). or stone veneer (Uniform Building Code section 1403). orplaster-weep screeds (Uniform Building Code section 2506.5). - pitch for roof covering (Uniform Building Code Table 15-B-1 & 2,15-D-1 & 2). I.F16M insulation - protection." halls and stairways (Uniform Building Code section 100.4.3.3.2). o exits on three - story dwellings (Utriform Building Code section 1004.2.3.2). derfloor access and ventilation (Uniform Building Code section 2306.32306.7). dc access and ventilation (Uniform Building Code section 1505). und requirements. ergy design compliance and supporting documentation. F responsible area requirements. ]WELDING PERMIT REQUMENTENTS: 1. ❑ SRA. 2. ❑ Flood elevation certificate. 3. ❑ Fire Sprinklers require& 4. ❑ Special Inspection requirements. 5. ❑ Use Permit conditions. 6. ❑ Sub -Standard Housing lever. Pzce = �f SITE PLAN REVIEW APPLICATION 2- late: V AN ermit Number (if applicable)' J " APPLICANT INFORMATION Owners Name: Owners Address: Telephone No.: Situs Address: J Proposed Use: Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ' ❑ Multi -family • Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition 7 Other in Septic j. ❑ Agricultural Exempt Building ❑ Other: • Brief Explanation (if necessary): Parcel Size: "72-- A C, 1-0" 9' /* 1�al _/ I ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) ❑ Approved Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date G-2,9 2,9 Page 1 of 5 ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) ❑ Expansive Soils (Test for expansive soils and if verified proper foundation design required) 14 SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: (3'5-7 S Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance -------------------------------------- ------ ------------------------------------------------------------ ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: 1P V Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Zoning Code Streets & Highways Fire Prevention Subdivision Map Front -1— Sn e-11— Side Side < O Side Street Rear Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. • Page 2 of 5 Applicable Development Fees: Standard Fees Amount Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area Road ❑ Thermalito Impact ❑ Other Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Formula * Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. • Parcel Created By ❑ Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation:[-] No ❑ Yes Comments: ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation F] Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Page 3 of 5 2-590 Subdivision Map/Parcel Map: P—S—ir- Map Date of Recording: I 'Z - 2-9 Lot: / ❑ Use Permit/Minor Use Permit Permit Number: Book: 13 Page: (--.:)dA Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions J§ Comply with the following Conditions of Approval: AT-rA (H e:�- JM Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control P must be prepared by a registered civil engineer or other qualified professional and Ip submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa ix wF X Page 4 of 5 • inal II . n , re 0rt-011"."m•• v• alterations thereof, that all provioions of the Sr�bdivision Map nit of the ',p b. local ordinance applicable at the time Ci c!DDrCvnl of eni't Ipnlntivg m^p hn ro honn r any Jt yi�th and I am satisf:-d that the mop is le,:hni,:nl►y f:Crro^.I Dote: R NALD D.. McELR R E 15170 Deputy County Surveyor xp. 3 /31:97 County of Butte Inter -Departmental: Memorandum c TO: . Stu Edell, Land Development FROM: , Ted Crawford, Fire Department SUBJECT: Mountain Oaks Estates, APif 41-03-115, 41-47-93 DATE: June 10, 1996 The fire hydrant system for the subj ect subdivision was tested re ow was 500 _ on June 6, 1996. The e and theired testresult wast 11551gallons per (�gallons per i�nut . minute at 55 PSI. The system is complete and acceptableto the Butte Count piei�ase contact meiat 7 Department. if there are any questions t .538-7994. NOTES -,701 /171-eflded fo offecf i-ecol fiJ/e infer KEach building lot shall provide three off-street parking spaces, 2. Flammable ve ;lotion to be removed within 30. feet of oil structures in accordance with the fire safe regulations of�ulte County and PRBC 4290. OAllgoof surfacing shall be constructed of Class B or better roofing materials. 3.AIIbuilding projections;such as roof eaves, and exposed un enclosed as decks, --hall be enclosed underneath. C4.�nstallofion of an approved pressurized wale► hydrant system shall be cemDleted prior to hnhitolien et the first dwelling unit, C5.Perimeter fencing shall be restricted to barbed wire of five strands or less, the bottom strand to tie a minimum of 16" above ground, the top strand to be a maximum of FO" above grar,nd. With the excep- tion of the 26.16 acre sanitary sewer pond and irrigation easement. All construction shall maintain a minimum di�tnnc,- of 50 feet from the roadwny cpnferline and 5 feat 06 - from any properly line. MEL -ial No.- Sa 3 r 3 )division No. _ _S ,NDACE. J. GRUBBS ,unly Recorder ,unty of Butte By: — Deputy COTES: (cont.) "Rood construction activities shall be limited to the dry season of the yeor,tapproximately April through ��epte-rnberl. f 1AII foundations shall be constructed in accordance with,the geotechnical investigationor Lime Saddle \--Ridge Estates, now known as Mountain Oaks Estates, by Lover L. Roper dated June 6,1990, on file with 'the Butte County Public Works Deportment. If applicable, Deer Herd fees will be required to be paid at time of securing building permits. Property owner shall join and pay taxes or assessments to a fire protection district if and when one \is established in the area. C11— MOUNTAIN OAK STAT S `- A PLANNED .UNIT DEVELOPMENT SHEET I OF 5 A PORTION OF SECTIONS 7 8 18 T. 21 N. , R. 4 E. , M. D. B. Ond M. BUTTE CO. CALIFORNIA for M.O.P.S., INC., A California Corporation Doing Business As M.O.R. CO. North Star Engineering 20 DECLARATION DRIVE • CHICO , CALIFORNIA 95926 • 19161893-16.00 CIVIL ENGINEERS • PL NERS - SURVEYORS APs( 41`-o3-ItS, 1-47-93 3809 60, 1 APPLICANT: Wendell Sorenson Construction LOCATION: Lot 9 Sunview AP #: 041-650-001 Conditions for Sewage Disposal Permit Dated: October 21, 2003 1. Tank location per plan. Minimum setback 5' from property line or any structure. 2. 24-hour tank tightness test: Connect inlet sewer line (stub okay if elevated or capped) to 4 tank with inlet tee and epoxy seal for water test; fill the tank with water 2 inches into the risers and let sit for at least a day before calling the inspector to start the test. Backfilling around the tank is not recommended until the tank passes (or leave at least top three feet (3') of tank exposed). 3. Install risers with a watertight seal (no water should enter tank). 4. Test run of pump for final inspection. Pump may be installed prior to tank tightness test, however, if tank fails water test, the pump may require removal. Allow inspection of sewer tight line and sewer gate valve. 5. Minimum depth for sewer line is twelve inches (12") MSE/ /septic permit cond mtn oaks. e ECTI i;` PORT WR}4:SLIE' CAP GRIPS •' INLET TEE • 2826 Colonial lioad RosAtxii • 503673-0165, W•CE73�.A.ao•�.^w.•!-..rw_cb• C . ..... •P.,�., 4' J - .. - 'i' ., pkv ••+ : .:+` .: ;,••iw.%y:n••�: O�,•:•:+:• .� .w1♦. ♦• w♦w. w•i�A.w♦��♦,•♦ne •�'�' A•.w.:: A.A. .�,.. ^♦ ♦ •"•tr .99♦ Itl I - �" �, • :.?LEVFLOAT-ASSEMBLY SLOPE GRaUN ' • > ; ter;: ',f ��1\\ �'1,h . �%•iY�� `` >Al(1�A�'FIiOKI•R(S �a-.' - .:s�,h.:,.-F.�.F;U� uld Level .s• `c��„-:{�,, ai s -:x 6'PVCNSP .,, STAND ARD ECTI i;` PORT WR}4:SLIE' CAP GRIPS •' INLET TEE • • •EPDXY •,� �: ,:' EL.1; • q ����Np,.,.,rlr-.i!%l'Q: :'• W•CE73�.A.ao•�.^w.•!-..rw_cb• C . ..... •P.,�., 4' , ..,:J.rpw.,�+�'.'?::c•.:.♦;,o ••+ : ;,••iw.%y:n••�: O�,•:•:+:• .� .w1♦. ♦• w♦w. w•i�A.w♦��♦,•♦ne •�'�' A•.w.:: A.A. .�,.. ^♦ ♦ ^� :• :f :+:• I - �" �, • :.?LEVFLOAT-ASSEMBLY r � •';tsl'><r� `� - I _ ;;�.: , -c s•:"• isle r J 's``'>ti ;AL••AR .', .: <.�•�•. .:s�,h.:,.-F.�.F;U� uld Level .s• `c��„-:{�,, ai s -:x 51 ;iiEDiJNOANT'.FFAND VOW �; �y,• • -,�• ”:?.:a � 1.,4,4>}.,••:•-i. "'. . WALL' ^+ . r� 1• po z i'? 31 .d a •. 'v\vnN\+.<,. ijj'�4:Yi:i'. :{:::•:7,,`.vN.-S.iv,:•:.•:fv'2;.'i`"+:;:%iJ:�<; :�ni:i� ?-:L .C., :C� -. � is •4':� .: �..: :.. ;^�:. ..;:.raC,, ::.v... <, : :. t... ::>,� . w..f•'` '„ ^`'2•i:"c' f:::;:; :;: ,...,?.• ''1 ..a,:n.�•..4`-R<<:::?:;?:i�kcs,•s� kw r t ..27t3•:w• ... vv. qq v O �:O O ♦ .:fn •?9 3" c:a•' •o• ♦• W •Aw e• O• wp . w�:♦ „O �♦:e!'O �♦ :♦ �♦ „+ • p . ♦ ,�,:w.rq..��.��•'Ay�wyi��wpL ANK EFI:LUE'N`)• PUMP'SYSifkll) Y '�:= ` G/\LC'ONTI►N /IdF=/ib} LEVEL CONTROL FLOAT ... n�1�. temT Qo!tlrbl panelI lar,rons we an A•1 R7 or a FIBERGLASS LO WITH STAINLE S STEEL BOLTS• NEOPRENE >+ GASKET AND STY%Vwr%a ' INSULATION (OPT.) + 2t•DLkPJBBEDPVCRt$t- w/NEOPR 3*GROWatFt3 ' 1' DUL fAYC H&E ":VALVE ASE SLiY kO=CONTROLLE AT . 'EFFLUENT' - DISG 4ftE V DIA. FLEXIBLE PVC HOSE (t < LONG' ftM FITTINGS ) 2 -PART EPDXY IN 1? GROOVE FORMED N THE TOP OF TANK 12' DIA PVC VAULT POLYETHYLENE SCREEN a' DLk PVC FLOW INDUCER 1.1/4• BRONZE CHECK VALVE (8) 141JiGk.NLFT HODS AROENiES FIEFIIEAETER OF' 63 HH EFFLUENT Ii{S.O. POWER CABLE PASS ORIFICE IN bISdRARGE HEAD 1 - .u•� 1�C`. DRAIN PORT W/ NEOPRENE i FLAP CHECK JV � .. '.fir;.-'•,, / EMBLY PAR/C RECORDING REQUESTED BY Q " 3 14 MID VALLEY TITLE CO. AND WHEN RECORDED MAIL TO: MR. AND MRS. GARY WAYNE MOUNT 1661 FOREST AVFMJF,,' APT. 90 CHICO, CA 95928 A.P.N.: 041-650-001 Order No.: i IIII I�I II" II'I I II I'�I �II II I I'IIII Recorded Official Records I REC FEE 13.00 I TAX 88.00 County Of BUTTE I I CANDACE J. 6RUBBS I Recorder I ROSEMARY DICKSON f Assistant I Carol 09:00AM 25—Feb-2003 I Page 1 of 3 Above This Line for Recorder's Use Only Escrow No.: 205979CH GRANT DEED THE UNDERSIGNED GRANTOR(s) DECLARE(s) THAT DOCUMENTARY TRANSFER TAX IS: COUNTY $88.00 X ] computed on full value of property conveyed, or 1 computed on full valueless value of liens or encumbrances remaining at time of sale, }� ] unincorporated area; [ ] Town of _, and FOR A VALUABLE CONSIDERATION, Receipt of which is hereby acknowledged, LIME SADDLE RIDGE PARTNERSHIP, A GENERAL PARTNERSHIP hereby GRANT(S) to GARY WAYNE MOUNT and VICKY LEE MOUNT, Husband and Wife as Joint Tenants the following described property in the UNINCORPORATED AREA, County of BUTTE State of California; See Legal description attached hereto and made a part hereof. LIME SADDLE RIDGE PARTNERSHIP, A GENERAL PARTNERSHIP By. R CH ST ANGEO ARTN By: LA H. STRAN AR ER Document Date: February 18, 2003 STATE OF CALIFORNIA )SS COUNTY OF BUTTE, ) On FEBRUARY 19, 2003 before me, CHERI HOVE.Y, NOTARY personally appeared * RICHARD STRANGE. AND LA VAR H. STRANGE. personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within -� instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies) and that by his/her/their signature(s) on the instrument the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Cj�CHERI HOVEY ~2 Commission# 1327113 -� Notary Public - Califomia_ Butte County My Comm. Expires Od 27, 2005 Mail Tax Statements to: SAME AS ABOVE or Address Noted Below 3—X058685 AND WHEN RECORDED MAIL TO: • `+ � � ' Recorded I RF.0 FEE 13. 00 BUTTE COUNTY BUILDING DIVISION Official Records I CONFORM 1.00 7 COUNTY CENTER DRIVE Countyy Of I OROVILLE, CA 95965 BUT. I CANDACE J. GRUBBS I t Recorder I ROSEMARY DICKSON I Assistant I Karen 12:23PM 28 -Aug -?M I page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date ©�j PROPERTY OWNERS: �'Llo ��✓T V / �k�� Zee- JOD(crt State of California County of &44 - On AvySt" 27A(2j'' beforee me, JA el I NA) _ IV 6*01Id PLL) personally appeared Wrigvxe AfAovAi A h & ovA d RROWI -to-Mor proved tom k on the basis of satisfactory evidence)to b4 the person(s) whose name(s), are subscribed to the within Instrument and acknowledged to me that a/they executed the same in r/their authorized capacity(ies), and that by)90)ePltheir signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature 'C[ --I ' Q r' U4 S Seal: =MICHAEL D LOLL INS COMM. # 1316917 NOTARY PUBLIC • CALIFORNIA BUTTE COUNTY Comm. Ex . AUG. 6, 2005 Preliminary Report Description Order No. BU -205979-2 CH The land referred to herein is situated in the State. of California, County of Butte, and is described as follows: PARCEL I: LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. APN 041-650-001-000 PARCEL II: A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL III: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 000 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 90° 00' 00" EAST, 910.00 FEET; THENCE SOUTH 00° 00' 00" WEST, 1145.07 FEET TO �l�0 Preliminary Report PARCEL III: CONTINUED Order No. BU -205979-2 CH THE NORTHERLY RIGHT OF WAY LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 330 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 270.00 FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71° 00'. 00'; THENCE NORTH 750 21' 50" WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 190 43' 17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE OF SAID SECTION 19; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH 00° 38' 14" WEST, 368.93 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUN'T'Y OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 000 05'47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 900 00' 00" EAST, 704.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF BEGINNING NORTH 090 27' 14" EAST, 269.26 FEET; THENCE NORTH 15° 00' 04" EAST, 391.45 FEET; THENCE NORTH 050 32' 19" EAST, 187.07 FEET; THENCE NORTH 33° 13' 45" EAST, 143.71 FEET; THENCE NORTH 68° 49' 57" EAST, 201.63 FEET; THENCE NORTH 75° 48' 47" EAST, 151.14 FEET; THENCE SOUTH 81° 37' 06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE 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 102 OF MAPS, AT PAGE(S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 340 25' 58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone.. (530) 538-7541 (Rev.12/96) APPLICATI')N AIM104ERMIT ASSESSOR PARCEL NUMBERZCINING 041-650-001 PUD BUILDING PERMIT OWNER , GARY &VICKI MOUNT TELEPHONE SO, FT. OCC. BUILDING VALUATION .OWNERS MAILING ADDRESS 1661 FOREST AVE APT 90 CHICO 95928 2216 R 119664.00 998 U 17 964.00 CONTRACTOR'S NAME r7*p ELL; BILL 11�OUDY C TELEPHONE 624-3228 801 C 10 413.00 CONTRACTORS MAILING ADDRESS 29 PO-RCHLIGHTCHICO 95973 415 @ 16.00 6,640.00 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation is 15 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 832.00 Plan Checking Fee $ 540.80 BUILDING ADDRESS 3910 SlINVIEW RD, PARADISE Energy Plan Checking Fee $ 23.00 MOIDUAIN OAKS FST $ PERMIT FEE $ 1,415.80 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE . 32AC SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 10 7.00 70.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF W.1 ATT GARAOF. Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 Mobile Home I S I G W @20.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Fling Fee 20.00 'R LESS Main Service 200AORLESS 23.00 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 full force and effect.P 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 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. 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 %/ii T /;E,7, 6 r'-c,�-. &y,, 0' Main Service 200A TO 1000A 46.00NEW CONST. DWELLING OCCUP. OR ADONS. & ACC. BLDS. SO 3.50FT.' 127.0 11OµR�,p MULTI-OU.UTLET 97.50 OWER APPARATUS 8 SINGLP OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES B20 @ 1.000 FIX Ex. Occup. 0.ED RESa.°EEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 170.00 . MECHANICAL PERMIT Fling Fee 20.00 Heating 1;PT,TT 1 120.00 20.00 Conlin SYSTEM 1 95 -on gs-nn Hood 6.50 Ventilation PERMIT FEE $ Policy Number "Z_ Z, 2 - -,7r_r2 1A -/9-3 (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 f I should become subject to the✓ workers' compensation provisions of section 3700 of the Labor Code, I shall /thfomp with.' ose provisio X _ Date &A:;'11213 _ Signature of App nt - ❑ Owner ntractor ❑ Agen An OSHA permit is required for excavati s over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 'AS TOTAL FEE $ J , 901•: �0 CND.F HAIMP FLOOD CDF PARCEL v PO 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 the applicable provisions Resolutions to do work been paid. Date (Da te Receipt No. I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT "' COUNTY OF BUTTE - DEPAPITMEAO . D EL. PMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, -a iso n x495§65 •• Telephon�(530) 538-7541 .NO. Raw%112/96) �'A�PPLIC I .+, �� HD 1,ERMIT " � -0 ASSE SORPARCELNUMBER --, -,'" ' -fZO'NINO -' -- ' 04e 650-001 `' TUD BUILDING PERMIT OWNERGARY & VI : TELEPHONE MWW Sq. Fr. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS# ' # 1661 FOREST AVE APT 90. CH95928 2216 R 119 664.00 998 U 17 964.00 CONT`RACTOR'S NAME BILL TROUDY \V Q0624-3228 HONE` 801 C 10 413.00 COINTRACTORS MAILING ADDRESS .11... ` \29 MRWAM Cr,CH CO M973 415 16. 6,640.00- CONSTRUCTION LENDER E _ - LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 8 ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS 'y ' Permit Fee p /20.00 $ 832.00 Plan Checking Fee $ 540.80 BUILDING ADDRESS n. � Energy Plan Checking Fee $ 23.00 ' $ PERMIT FEE $ 1,415.80 LOT NO. SUBDNISIONS NAME 2 1 wz_aoPLUMBING PARCEL MAP PERMIT Filing Fee 20.00 USEOFSTRUCTURE r r .32AC ; r , SF ❑ Du lez; ❑ Mobilehome ❑ Other P i SPECIFY Each Trap ] 7.00 70.00 Solar or heat pump.water heater 23.00 Water piping 15.00 15.00 QO Each as water heater or vent 15.00 . TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ 11Describe Work: ti '. g. r NSF W,/ ATT r.ARAaF. Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15 .00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 150.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service ".A oR LESS 200A OR LESS 23.00 23.00 LICENSED -CONTRACTOR'S DECLARATION - I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 commencin with ,S&ton 7000 of Division 3 of the Business and Professions Code, y . g. ) and in .- &nse is in full force and effect. j 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-reasonf',q f (d' 1, as owner of the property; or`my employees with wages'astheir sole compensation, y 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 ( .\1 to..coristruct the,'project. ❑ I a'm nempt under Sec. Business and Professions Code for this Ma��i Service 200A TO 1000A 46,00 :NEW CONST. ( DWELLING OCC P. OR ADONS. 8 ACC. BLDS. /� 3.50 FST°. 127.00 NEW CONST. MULTLOUTIET NON aESID. �a 7,50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FDRURES w' 6AL Q 1.50 Ex. Occup. ountrs AEsID.UNS DEA. 5.00 k Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ,. PERMIT FEE $ 170�QQ. r N WORKERS' COMPENSATION DECLARATION I hereby affirm'under penalty of peryury one of the following declarations: 'O;I•'ha`ve 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 htJrformanee oftth"ork for which this permit is issued. I have and will'm`aintain 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 end policy number are: Carrier it /rC„�,v 6 �o y�, J,�, -9. % i d -" Policy Number ML $ ... ,� _/2-3 (The above sections need not be completed 'rf 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 fo ithfomply with t bse p]VXSio,11 / X _ DateZ� Signature of AppG nt - ❑ Owner fitractor ❑ Agent An OSHA permit is required for excavati IS over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT 1 20.00 20.00 Cooling 25.00 25.00 Hood 6.50 6.50 Ventilation (L PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ �+6 (110 qc, 'A( a,�' c VLV " TOTAL FEE $ 100 HAZ. -,, D. FEES IMP V FLOOD CDF to" PARCEL V pp .✓ 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 the applicable provisions Resolutions to do work been paid. Date Date Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ov^_, A re ,�,«,�y i COUNTY OF BUTTE - DEPAiTMENT&OF D -� EOPMENT SERVICES - BUILDING DIVISION - .a., i ;, : 7 County Center Drivel Orovillal forn a 95965 Teleph'one_(530) 538-7541 PERMITS o. c1'e;�,2/96) Al Al� P�,N� HERMIT ' - fd�` ' _.,.�,, ASSESSOR PARCEL NUMBER (1/_1`650-001 '�r U, 04 .Z ,INa D BUILDINGPERMIT OWNER GARY & VICKsIN�.� UN'T 4 TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS *4; 1661 FOREST AVE APT 909 CHIO'.95928 2 216 R 119 664.00 998 U 17,964.00 CONTRACTOR'S NAME - TEtOUDY ,� CEL TELEPHONE 624-3228 1 (+ 109413.00 801 415 a 16.0 6 640.00 oordrRAcroRs MAILINGBIBILL Y4ESS F&R(18.IGHr GT CHICO '95973 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 1.5 , bpi ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 Permit Fee $ 832.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 40.80 BUILDINGADDRESS 3510 SUNVIEW RD PARADISE Energy Plan Checking Fee $ 23.00 MOUNTAIN OAKS EST $ PERMIT FEE $ 1,415.80 LOT NO. SUBDIVISION'S NAMEPARCEL lci-60-, Q-QG MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE • C SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1() 7.00 70.+10 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 . TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NSF tv/ ATT GARAGE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 155•00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 150.00 - ELECTRICAL PERMIT Fling Fee 20.00 f OOOV OR LESS Main Service 20.A OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 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 nny- license is in full force and effect. License Class Lic. No. +' OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I em exempt from the Contractors License Law for the following reason: r' ❑ I, as owner of the property, -6r my employees with wages as their sole compensation, will do the work,-and,the structure is not intended or offered for sale. -17 I, as owner of the property, am exclusively contracting with licensed contractors \ \ to, -construct the project. ❑ .1, am exempt under Sec. a Business and Professions Code for this 'reason Main Service -0A TO 10-A 46.00 NEW CONST. ( DW8 ACCELLING OCCUP. OR ADDNS. . S. 3.5 ♦t FTO. 1„27 • /�OOCI NEW CONST. -0 NON-RESID. MULTI -OUTLET POWER APPARATUS d SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDCTURES zo p 1.00 BAL @ .w : Ex. Occup. GFuc sR. ) E 5.00 .:t Temporary Service 23.00 Mobile Home Facilities 20.00 1; Misc. Wiring 23.00 PERMIT FEE $ 170.00. If �� WORKERS' COMPENSATION DECLARATION 1 herebyraffirm under penalty of perjury one of the following declarations: O I'fiave 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 -lgeperformance of the„work for which this permit is issued. . 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: com ensation insurance car ler and policy numbare: Carrier �l�� /+nom t� 4v a_.w �/c�v "S / t�' MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 1 0.00 20.00 Cooling SYSM 1 25.00 25.00 Hood 1 6.50 6_50 Ventilation 4 4.50 US. PERMIT FEE 11 Q. Policy Number c. 7- (The above sections need not be completed if the permit is for work of a valuation one hundred dollars ($100) or less.) ❑ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall �forlh t��b_complywith 'ose provisi // ����� X ir..,'/ / _Date Signature of Ap cant - ❑ Owne r ntractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00of Cr. TYPE TOTAL FEE $ 16OLIN HAZ. D. FEES IMP v FLOOD Y CDF PARCEL PD ✓- HD V SSUE 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 provisions Resolutions to do work been paid. Date (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT K M965 Telephone.(530) 538-7541 COUNTY OF BUTTE - DEPARTMENTS F D .f. ELOPMEN�„SERVICES - BUILDING DIVISION 7 County Center Drive Oroville a tforn�a -• APPLIC ;,s,I,N_ID IERMIT - �J I�MIT,,1'N0. ASS ESSOR PARCEL NUMBER -650-001- * •" 'Z IN __`- BUILDINGPERMIT .� TELEPHONE OWNER GARY & VICKII, D Mi SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS FOREST AVE, APT 90, (nUo' 95928 2216 22I R 119 664.00 9w- U 17, 964.00 CONTRACTOR'S NAME �;'' BILL TROUDY �. TELEPHONE 624-3228 80 G /,13.00t, W 64725 CONTRACTORS MAILING 29 ADDRESFf�RCi3LIGFiT CT CHIGO 95973 a 116+.0 60640.00 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 1540681.W ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 832.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ . BUILDING ADDRESS 3510 SUNVIEW RD PARADISE Energy Plan Checking Fee $ 23.00 MOUNTAIN OAKS EST $ PERMIT FEE $ 1, 15.8 LOT NO. 9 S NAME SUBDNISION'135-60/16412-29-94 PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE JYM SF ❑ Duplex ❑., Mobilehome ❑ Other SPECIFY Each Trap 1) 7.00 70.M Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 5. 00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: - NSF W/ ATF GARAGE Gas piping stem 1 - 5 outlets 15.00 5. Building sewer 15.00 fY.00 Mobile Home I S I G W 920.00 PERMIT FFE S 150.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 2o0A OR LESS 23.00 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 full force and effect.P License Class Lic. No. t•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. -- l�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 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCU OR ADDNS. ( a ACC. BLDS. 3.5QP. ���. NEW CONST. MULTI -OUTLET NON-RESID. @7.50 OWER APPARATUS d SINGLE OunFT CIR. Ex. Occup. OUTLET OR FO(TURES SAL @',w �. Ex. Occup. DFIx s RES D OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 1Y Misc. Wiring 23.00 PERMIT FEE $ 17©. WORKERS' COMPENSATION DECLARATION 1 hereby a\ under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My worke�rrs: c m�ensation insurance ca ner end policy numbpare: Carrier"�iq MECHANICAL PERMIT Filing Fee 20.00 Heating SPLIT 1 120.00 20.00 Cooling SYSTM 1 25.00 25.00 Hood 1 6.50 6.50 Ventilation 4 4.50 18.00 ., PERMIT FEE $ 119.50 Policy Number Z 9V5 Z/> -0-:5 (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 ,forttwujth�comply with those provision§? X �.....�1:/ _ G--. Date Signature of Appt cant - ❑ Owner Contractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 4600 • 56 COST. TYPE TOTAL FEE $ 1 HA2. D. FEES IMP �. I FLOOD I CDF ✓ PARCEL L� M 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 I the applicable provisions Resolutions to do work been paid. Date (Da te Receipt No. WHITE-D.D..S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 73 COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville,,CA 95965 Phone (Sy0)538-7541 Fax (530)538-2140 PERMIT APPLICXTION DATA SHEET OWNER: _�t, (a (// , k1l, / `^ ,6 ASSESSOR PARCEL NUMBER � �" 5, -'0Q Proposed Building Use: ! k S r Counter Technician: Date: 6 -,Q6 Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 15 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. Complete plans, 3 or 4 sets, signed by the preparer of the plans. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and, layouts in duplicate. No faxes! . Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7.. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ` ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... 12. Hazardous Material Form............................................................................... 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) /14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 5. Statement of Intent for Non -heated and A/C Buildings ............................................ ; Sanitation and plot plan approval from the Environmental Health D*artent in 0 (oi/i City of Chico Plumbing permit ............................. ................alifornia Department of Forestry plan approval ti aid. Sent. b.................. $6. 9. Planning approval for (A) Use: 0 1< (B)Parking: (Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ................................ '16 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). q),2_ << ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... Letter of Signature authorization......................................:............................. "X/ 03 )PT Recorded copy of Agricultural Acknowledgment Statement.................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 0. ❑ Grant Deed -, D M.H. Title/Statement of Facts ❑ Letter from Legal Owner ❑ Check to H C $ Vte1. Other: A n issued Telephone and hold for pickup. I have been informed ophe aliox . ems and re irements for obtaining a building permit. Applican Date: 1. Index permit application for the above itnumbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ . phone,. ❑ mail, . ❑ counter, by Date: _ Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: VDate: A ' Structural approved by: s: Date: Note transfer by: Date: • Yellow: Buildine Division TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plat Plan Att.W Floor Plan AltwW Sent to B.D. 7-3 i Oq I --�,q)-061 er Location AP# Plan Approved for: Sewage Disposal Water Slupply: Public Private Well lsl�Clearance for bedroom me home. Other \rJ I !2yrAC.[-',P r /, e—CAL el 11 Hold final for: Final clearance O.K. for: �1 Enviionmental Health Specialist Date r 8/92 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVJCIW,S - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVII-LE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 S,CfIEDULF- OF FEES DUE PROPOSED BUILDING USE /U 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .. ...$ V 2. SCHOOL DISTRICT FEES QrGU� / (paid at District Office) (Available after Plan Check) Z. V 3. SHERIFF FEES (paid at Building Division) Residential ...................... $360. Unitsx Commercial (sq. ft:) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x_=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office). (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. RE INSPECTION AND PLAN CHECK $89 aid at Building Division) 8. WATER TENDER FEES (Battalion # $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A. P. # DATE RECEIPT # DATE REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking pr cess. ✓�� APPLICANT DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner " (Rev. 6100) I 4, 041-650-001 03-1824 MOUNT, GARY & VICKI 3510 SUNVIEW ROAD; PARADISE CONT: TROUDY, BILL NEW SINGLE FAMILY ` COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION NOTICE ;^ Post this job card in a safe, conspicuous place. Do not remove until all required inspections are made and building is approved for occupancy. Plans must be available on the job site. -041-650-001_ 03-1824 A.P. No. — . MOUNT, GARY, & VICKI 4 Owner 3510 SUNVIEW ROAD, PARADISE CONT: TROUDY, BILL I Contractor- . NEW SINGLE FAMILY Permit No. _ _ _ E: PERMITTEE MUST CALL FOR INSPECTIONS INSPECTION DATE INSPECTOR Footings Piers Underground Conduit Pre-Gunite Underfloor Plumbing Underfloor Electrical Underfloor Mechanical Underfloor Framing Slab Rough Electrical Rough Mechanical Framing Shower Pan insulation <:<Di Fireplace Footings Fireplace Throat Stucco Lath Scratch and Brown Sewer Service Water Service Pool Final Plumbing Final Electrical Final Mechanical Final Buildina or M.H. Final DO NOT OCCUPY UNTIL ALL THE ABOVE IS SIGNED AND THE BUILDING OR MOBILE HOME IS APPROVED FOR OCCUPANCY ::. A..... es:.. :« Information 24 Hr Irisp....; Oroville - 7 County Center Drive 538-7541 538.7636 Chico - 411 Main Street 891-2751 891-2834 Revised 7/94 NOTES is RESIDENTIAL 041-650-001 ' 03-1824 PERMIT "0. _MOUNT, GARY & VICKI 3510 SUNVIEW ROAD, PARADISE - CONT: TROUDY, BILL NEW SINGLE FAMILY SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature CHECKED BY J=OK 0 = Not OK . = NotApplicable Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG . 7. Well Clearance & Disconnect Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 8. Utility Clearance Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7: Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy_ Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 . MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date 15. Access & Ventilation 16. Insulation 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 59. Glazing Area -Glass Protection -Skylights -Plastic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection Date 25. Elec. Receptacles Spacing -Lights & Switches at Doors Date 26. Size Boxes & No. of Conductors Stapled Date 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral 0 Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Plafform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor 0 Yes 83. Following Instld./Drive O Yes O No/Walks 0 Yes O No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION T 7 County Center Drive • Oroville, California 95965 • Telephone (530) B-754 RERIAI No APPLICATION AND PERMIT-/z PARCB ►lJ►�ER � � � 6 S -G G MOO �-�•�. .. ' BUILDING PERMIT TINE So. FT. OCC. BUILDING VA UATION G C) TELEPHONE �/ C O CCU o° `> S ` r5 O Fireplace p "mom `1A�'s AoDaEss Total Valuation S `'c0LIJ601 ,d,rtEcr OR DO>+EB+ L=MSENM Firma Fee S 20.00_ ,cxrtEcr 'oR Fy+owrUs wwr+c boREss Permit Fee S Plan Checking Fee & ACS -0 Energy Plan Checking Fee • S PERMITFEE s �S SuBtIveswes NUIE i3 P PLUMBING PERMIT Feng Fee 20.00 i3Z q Each Tr J -- -' 7:0 0 u. USEOFSTRUCTURE Solar or heat um water heater 23.00 ;F Duplex ❑ Nbblehotne ❑ Other Water piping 15.o0 sPEmFr Each ges water heater or vent 15.00 TYPE OF WORK Gas piping wystam t - 5 outlets 15.00 q 3-e, 0 Addffion ❑ Remodel ❑ Lmes ❑ Insiaklion ❑ Other O Building sewer 15.00 �A Moble Home I S G W @)Moo Describe Work PERMIT FEE S �0• ELECTRICAL PERMIT Firing Fee 20.00 Main Service x�oo u� ON ss % 23.00 Ma7m Service 20" TO IOWA 46.00 Nor CONST: owar w o OCCuP. s > ORM ( a gee. erns. 3.51%FT. S� .av -• N,��. �u @7.50 r s s� our �R Ex. oca, . 0=LU OR FWMM ML \ Ex. Occup. ov"PPLNS� 5.00 Temporary Service 23.00 �" (� LJ � Moble Home Facilities 20.00 'mamommons N65c. Wring 23.00 Silk ) > — PERMIT FEE S ° MECHANICAL PERMIT Fmg Fee 20.00 Sar I Heating ( 1 CJ o Cooling" o0 O- --- Hood f 6.50 I Ventilation o vv PERMIT FEt S D Noble Home Inst0ation Fee S 1 Energy Inspection Fee S cGo nPE TO AL FEE $ , Kj,Z' D. FE6 P C Fl � This permit is hereby issued under the applicable provisions �� °1�y�a of the Butte County Code and/or Resolutions to do w �l ` ` 1117 indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Water closet clearances (Uniform Plumbing Code 408.5). Sh"tr companment minimum 1024 sq. in & 30 -'Circle (Uniform Plumbing Code 412.7). Bdaring walls shall be supported on masonry or concrete foundations that shall be of sufficient size to support all loads (Uniform Building Code section 1806.3). -- STRUCTURAL DETAILS: ®Biaced wall panels shall star at not more than 8 feu fro ea 2dVo&fa braced wall line. Braced Ma panels must be in line or offset from each other by not more than 4 feet (UBC section 2320.11.3). Spacing shall not ckceed 34 feet on center in both the longitudinal and transverse directions (UBC section 2320.4.1.) Braced wall lines must be continuous throughout the structure. A California licensed architect or registered engineer must prepare a lateral analysis for the areas of the building ..that do not comply With the Uniform Building Code. This must include the designer's "vCt" stamp, signatt>r, 'registration number and expiration date on all sheets of plans depicting the designed elements and cover sheets of calculations. Clerestory requiring balloon framing and/or engineering. 4 Foundation plants complete enough to construct building (Uniform Building Code Table 184-C). 5 Floor eonsuuc6on details complete enough to construct building. Elevations and wall construction details complete enougb to construct building. details complete enougb to conou Firenlam construction de s an tions if necessary. ge`doorheader size(s). - Porcb header size(s). TjTical header size(s). 12 Stud heights. High expansive soil — special foundation design required. Retaining , alls requiring design. Gr)�sum wallboard nailing inspection required. If the area below' the lowest floor is fully enclosed, than a minimum of two openings are required with a total net area of at least one square inch for every square foot of area enclosed with the bottom of the openings no more than one foot above' grade. Alternatively, cerffication mai' be provided by a registered professional -.engineer or architect that the design will allow' equalization of hydrostatic flood forces on exterior walls. "Building must be designed and anchored to prevent floatation, collapse or lateral movement. Construction design requirements must be shown on the building plans. Elco heating, ventilation, plumbing and air conditioning equipment and other ser%ice facilities shall be designed and/or located so as to prevent water from entering or accumulating with the components during " 'conditions of flooding. CELLANEOUS ITEMS: ' Stairway details — landings, rise and run head clearance, handrails (Uniform Building Code section 1003). - 'Guardrails (Uniform Building Code section 509). . -Brick or stone veneer (Uniform Building Code section 1403). .' Exterior plaster— weep screeds (Uniform Building Code section 2506.5). . Roof pitcb for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Foam insulation — protection. 1 36" halls and stairways (Uniform Building Code section 100.4.3.3.2). Twb exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventiladon (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). Sound requirements. ,32f. Tnergl• design comphince and supporting documentation. da' CDF responsible area requirements. BUILDING PERMIT REQUIREMENTS: 1 1. ❑ SRA. 2. ❑Flooloo Flood elevation certificate. 3. ❑ Fire Sprinklers required_ (J�' 4. ❑Special Inspection requtremen;s. 5. ❑ Use Permit conditions. r� 6. ❑ Sub -Standard Housing lener. fj Aj 0 - Pace = of 0 T TE' °` • :::r..y.. a "' RESIDENTIAL PLAN ° O ` ° ° .r: -s>- REVIEW GUE ID a:''�� .;.- . c SINGLE FAMILY, DUPLEXAND n _ _.L MISCELLANEOUS ONLY 10vvrer. Building Permit Number: Plans Examiner: Undo, S:jP.-On A. P. Number: e/ EtiER�L: Zoning requirements — (number of permitted living units). Plans signed by the designer. Proper description of work on the application. Existing violations on the property. Recorded notice of violation. Building permit valuation. PLOT PLA`: ` Complete parcel size and dimensions. Setbacks. side yard, easements. etc. Other buildings or structures. Grading. fills andior drainage. Flood hazard. Special conditions o Parcel Map: Noise Q SR ZI, Fire Sprinklers ❑ Water Tender ❑ Traffic and Drainage fres ❑ Federal Aid Route and/or Federal Aid Secondary Route setback requirement. Building or utilities across lot lines (Lot merger approval by Butte County Land Development) FLOOR PLA. : Plans and specifications drawn to scale with dimensions and of sufficient clarity (UBC section 106.3.3). 10% of natural light and 5% of ventilation (Uniform Building Code section 1203). Escape or rescue windows shall have a minimum net clear openable area of 5.7 square feet The miaianum net clear openable height dimension shall be 24". The minimum net clear openable width dimension dM be 20'. When %%indo« s are provided as a means of escape or rescue, they shall have a finished sill height not more than 44" above the Elcor (Uniform Building Code section 310.4). �. Sky -lights; (Utriform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (uniform Building Code section 2406). Habitable space shall have a ailing height of not less than 7 fat 6 inches except as otherwise permiUad in tins section. Kitchens. halls, bathrooms and toilet compartments may have a ailing height of not less d=1 Amt measured to the lowest oroiection from the ailing (Uniform Building Code section 310.6.11 All habitable rooms except kitchens shall have an area of not less than 70 square feet and not less than 7 fret in any dimension (Uniform Building Code section 310.6.2 & 310.6.3). GF CJ t in baths. garage. kitchen. wet bar. and exterior receptacles (NEC 210). Water heaters %%hich depend on the combustion of fuel shall not be installed in a room used or designed to be used for sleeping purposes, bathroom, clothes closets or in a closet or other confined space opening into abath or bedroom (Uniform Plumbing Code section 509.0). Fuel burning equipment shall not be installed in a closet, bathroom or a room readily usable as abedroom. oris a room. compartment or alcove opening directly into any of these (Uniform Mechanical Code acts a 304.1). Garage flre%mll separation - required on garage side including supporting walls and posts (UnitbrID Btdldag Code section 302.4 exception #;). Linder no circumstances shall a private garage have any opening into a room used for sleeping purposes (Uniform Building Code section 312.;). Wood stove location - Alcove — UNIC section 205 confined space & 223 unconfined space, 304.2). Smok: detectors (Uniform Building Code section 3.10.9:1). , Page 1 of 2 1; August 4, 2003 Gary and Vicki Mount 1661 Forest Ave., Apt. 90 Chico, CA 95928 Department of Development Services -Ituilding Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 041-650-001 Building Permit Number: _03-1824 . Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the'enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. ICON -STRUCTURAL COMMENTS: Please provide the manufacturer's listing and information for the zero clearance fireplace in the bedroom. 2. A "Deed Restriction and Notice of Limited Use Facility" must be recorded for the storage area under the house. (limiting this area to storage only) Please provide a copy of your grant deed for the property so that we may prepare the document. You will be required to sign, notarize, and record this restriction prior to issuance of the building permit. STRUCTURAL COMMENTS: Please provide shop drawings for the metal staircase. Your subdivision map requires that foundations be constructed in accordance with the geotechnical investigation for Lime Saddle Ridge Estates, now known as Mountain Oaks Estates. Provide documentation from Mr. Hawkins stating that he has reviewed the soils report and designed the foundations appropriately. Ple se provide a truss detail designed to accommodate the load from the mechanical unit in e attic. P vide calculations for bearing walls with laterally unsupported stud heights over 10' per C Table 23 -IV -B. The interior braced wall lines along the right side of the garage and the right side of the laundry/master bedroom and left side of bedrooms 2 and 3 do not comply with the bracing r uirements of UBC 2320. Please revise plans to comply or provide a lateral analysis for hese wall lines. Provide an additional braced wall panel on the right side (upper level) of the rear covered deck within 8' of the end per UBC 2320.11.3 or provide engineering calculations and details for wind and seismic resistance for the entire wall line, both stories. 1 of 2 Interior braced wall lines in the left/right direction do not comply with UBC 2320 as spacing between panels is over 25' on center at the great room and braces wall panels are offset by ore than 4'. ease provide calculations and details for chords at the cantilevered roof diaphragm over the ear covered deck. Provide calculations and specify shear wall type at the cripple wall along wall line C on sheet 6 of the plans. Provide A35 clips at 9" o. c. as specified on page 27 of the structural calculations. MXO. Pro ' e 4.33' shear wall along wall line 1 as specified in the structural calculations or revise lculations to match., The plans show 4' shear wall. Provide 12.33' shear wall along wall line 1 cripple wall as specified in the structural odulations or revise calculations to match. The plans show 9'-8" shear wall. lxl'Provide supporting calculations for the 14'-4" cripple wall shear wall along wall line 4. If you wish to discuss any of these requirements, please call (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. To discuss non-structural items, ask for Linda. Philo will answer your structural questions. Please refer to your Data Sheet for remaining non -plan check items. (You received this form when you applied for your permit.) The counter staff will answer any questions concerning the Data Sheet. Y Linda Simpson Philo Hunt, P.E. Plans Examiner Plan Check Engineer cc: Gary Hawkins, Architect � 4 2 of 2 OLAN REVIEW RESPONOFORM In order to expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, %ye will not be able to, accept your re -submittal. for. review. There must be a val response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo response to each item and the location where the information can be found on the plarWcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS. OWNERS NAME DATE: &f%p,Y 41 1 I&I wwm T & •20.03 ASSESSORS PARCEL NUMBER PERMIT NUMBER d4l•l�So-oot b3•�824- . (RESPONSE FOR PLAN CHECK LETTER DATED: I%Vu PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALLS: COMMENTS: D` . AXE . PLAN CHECK ITEM# Z RESPONSE BY: LOCATION ON PLANS/CALLS: A -f --r v" COMMENTS: 6wy &I:- /2001rl> AXE . PLAN CHECK ITEM # �A ' ' 1 ` RESPONSE BY: �/ICY� LOCATION ON PLANS/CALCS: 0r4 PL*AJ f'9vrMM7Cl,�, M..�nJ . COMMENTS: n AXE . PLAN CHECK ITEM # 2 RESPONSE BY: (oavL,r LOCATION ON PLANS/CALCS: ! 5 `t7l COMMENTS: AVO047�> Qf4T1K1 G Av-vy) t e TE PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: ss p COMMENTS: 4M T2,z !&,0 t,0- �jq 1 RESPONSE FOR PLAN CHECK LETTER DATED: IDS 12 PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: 4. •1 cs-4 COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: r-;7 &/t y . 2lo-t ZL•2 Lr� g COMMENTS: (,��MYL t^lbfz4",G/ri.C. PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: Z7 1 COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: (�ylYzY GA�u.s . � GvDyL(ct w.l.o rros COMMENTS: LhL tzov� �► �. Tv � PLAN CHECK ITEM # RESPONSE BY: &�,y LOCATION ON PLANS/CALCS: 5 My c --r- Z 7.77 COMMENTS: PLAN CHECK ITEM # RESPONSE BY: �4��Y LOCATION ON PLANS/CALCS: Stncx� c^rr.Gs Z7 Vur COMMENTS: PLAN CHECK ITEM # l p RESPONSE BY: �y�-r2y LOCATION ON PLANS/CALCS: 5n� �'`t`s" z' w0�2,/c..r .,.v {ll��twrwrGi COMMENTS: LA rv16-J •� � �'ta •�♦ • VYF �r. a . v7"! .t-':�.. °I « . •� ,sa i�✓l. y ,1•+� � i l li , • l .� ^J 4 � R ((. RESPONSE FOR PLAN CHECK LETTER DATED: • PLAN CHECK ITEM # RESPONSE BY: I I I �w COMMENTS: PLAN CHECK ITEM # RESPONSE BY: I Z �A-f ty PLAN CHECK ITEM # RESPONSE BY: PLAN CHECK ITEM # COMMENTS: PLAN CHECK ITEM # COMMENTS: PLAN CHECK ITEM # PLAN CHECK ITEM # OMMENTS: ESPONSE BY: RESPONSE BY: UG • Q- Zeo 3 LOCATION ON PLANS/CALCS: OkZXS TO &I LOCATION ON PLANS/CALCS: f t71v-r-r G*x.c.s_ 2 4.1 LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: RESPONSE BY: LOCATION ON PLANS/CALCS: RESPONSE BY: LOCATION ON PLANS/CALCS: Gi Gary Hawkins ARCH ITECT Aug. 21, 2003 Department of Development Services Butte County Building Department Attn: Linda / Philo RE: Mount Residence 1661 Forest Ave. Apt 90 Chico, CA '95928 Project Address: A.P. 041-.650-001 Building Permit Number: 03-1824 I have reviewed the geotechnical investigation report for Lime Saddle Ridge Estates. I have note the requirements in the working drawings as per the soils report. If you have any questions,'please feel free to contact this office. Si cerel, , Gary Hawkins Arc -hi ttmrt- _ 1370 RIDGEWOOD DR., STE.1 O - CHICO, CA 95973 (530) 892-2700 • FAX (530) 893-0532 - garyarch@email.msn.com Job number >> 03-029 Structural Calculations for Mount Residence 3600 Sunview Road Paradise, Ca. Gary Hawkins Architect 1370 Ridgewood Dr. Ste 10 Chico, Ca. 95973 (530) 892-2700 i (530) 893-0532 Fax DATE o3-�s BUTTE COUNTY BUILDING DEPARTMENT 5/22/03 CALCDATA 11/13/97 ------------------------------------------------------------------------ Rev 4-20-94 Calculation data ----------------------------------------------7------------------------- Description >> ------------------------------------------------------------------------ Jurisdiction Chico Code referenced 1997 UBC 2001 CBC Wind loading Basic wind speed Exposure Seismic loading Seismic zone Gravity loading Roof live load Floor live load Balcony live load: Soil data Allowable bearing: 75 MPH C Q 16 PSF 40 PSF n/a PSF 1200 ' PSF 3 ------------------------------------------------------------------------ DL 13.70 47. LOAD -S LL 5:56 AM ------------------------------------------------------------------------ REV 8-13-92 LOAD SUMMARY MODULE 5/22/03 ------------------------------------------------------------------------ DESCRIPTION >> SLOPE > IN 12 > DEGREES NO. ------------------------------------------------------------------------ ASSEMBLY >roof UNIT WT. PITCH? ADJ. WT. 88 SLOPE > 6.00IN 12 > 26.57 DEGREES 21 NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 34 12 Comp shingles 3.00 3.00 57 22 1/2" PLYWOOD 1.50 1.50 64 39 2 X 6 - 24" 1.10 1.10 83 39 2 X 6 - 24" 1.10 1.10 60 INSULATION R38 2.20 2.20 64 MISC. 2.00 2.00 84 5/8" GYPSUM BD 2.80 2.8.0 ------------------------------------------------------------------------ DL 13.70 USE: 14.00 PSF LL 16.00 PSF ------------------------------------------------------------------------ TL 30.00 PSF ASSEMBLY >wall SLOPE > IN 12 > DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 88 ONE COAT PLASTER 4.00 4.00 21 3/8" PLYWOOD 1.10 1.10 34 2 X 4 - 16" 1.10 1.10 57 INSULATION R13 .70 .70 64 MISC. 2.00 2.00 ` 83 1/2" GYPSUM BD 2.50 2.50 --------------------------------------------------------- 7 --------------- DL 11.40 USE: 12.00 PSF LL PSF ------------------------------------------------------------------------ TL 12..00 PSF LOADS 5:56 AM ------------------------------------- REV 8-13-92 ------= LOAD SUMMARY ---------------------------- MODULE 5/22/03 ------------------------------------------------------------------------- DESCRIPTION >> ------------------------------- ASSEMBLY >floor ----------------------------------------- SLOPE > IN 12 > .DEGREES NO. DESCRIPTION UNIT WT. PITCH? ADJ. WT. 78 HARDWOOD 4.00 4.00 24 3/4" PLYWOOD 2.30 2.30 38 2 X 6 - 16" 1.70 1.70 58 INSULATION R19 1.10 1.10 64 MISC. 2.00 2.00 ----------------------------------------------------------- 7 ------------- DL 11.10 USE: 12.00 PSF LL 40.00 PSF ------------------------------------------------------------------------ TL 52.00 PSF ASSEMBLY > SLOPE > IN 12 NO. DESCRIPTION > DEGREES UNIT WT. PITCH? ADJ. WT. ------------------------------------------------------------------------ DL USE: PSF LL PSF ------------------------------------------------------------------------ TL PSF 22-141 50 SHEETS 22-142 100 SHEETS CY*-A'1 IPAL7 22-144 200 SHEETS I' N -o o v w l • N N WALLFRAM Rev 4-02-96 Wall framing - 1994 UBC Description >> Thickness d2 > 1.500 in. Width dl > 5.500 in. Section properties Sx > 7.563 in -3 Sy > 2.063 in -3 A > 8.250 in -2 Unbraced K length (ft) 1.000 1.000 1.000 12.000 ��I 8:46 AM 8/14/03 le/d 8.000 26.182 Repetitive ? (y/n) > Y Spacing.. > 16.000 inches --------------------------Lumber design values -------------------------- Lumber type > 1 1 => Visually graded lumber . 2 => Machine stress rated lumber 3 => Glue -laminated timber KcE > .300 KbE > .438 c' > .800 Base values Species Grade Fb Ft kips/ft FV Fcl FcJJ E DFL NO2 875 575 fc 95 625 -1300 1600000 Size factor Cf narrow face: > 1.300 (Applied to Fb) 1.330 Size factor Cf > 1.300 (Applied to Ft) ksf Size factor Cf > 317 ft -lbs > 1.100 (Applied to Fcu) fbl Repetitive member factor Cr psi > 1.150 member wide face: Flat -use factor Cfu Load duration > 1.150 Load duration factor C(D) > > 1.330 M > 0 ft -lbs Adjusted values > .0000 klf fb2 > 0 psi Species Grade Fb Ft Fv Fc -L Fc -U E DFL NO2 1740 994 126 625 1902 1600000 Fb Flat -use 2001 ---------------------------------Loading-------------------------------- Axial loading: Load duration > 1.000 w axial > .419 kips/ft w axial trib. > .559 kips/stud fc > 68 psi Loading applied to member narrow face: Load duration > 1.330 w lateral > .0132 ksf M > 317 ft -lbs w lateral trib. > .0176 klf fbl > 503 psi Loading applied to member wide face: Load duration > 1.000 w lateral > .0000 ksf M > 0 ft -lbs w lateral trib. > .0000 klf fb2 > 0 psi 4 r 4.6 -------------------------------- Summary----=---- FcE > 569 F'c > 526 psi R(B) > 18.762 <ok> FCE1 > 569 FCE2 > 6094 FbE > 1618 .017 + .338 + .000 = .354 <ok> WALLFRAM Rev 4-02-96 Wall framing - 1994 UBC Description >> 4'.5 8:47 AM 8/14/03 KcE > .300 Unbraced KbE > K length (ft) le/d Thickness d2 > 1.500 in. 1.000 1.000 8.000 Width dl > 5.500 in. 1.000• 12.000 26.182 Section properties Sx > 7.563 in"3 Fb Sy > 2.063 in"3 E HF NO2 A > 8.250 in"2 405 1250 Repetitive ? (y/n) > Y Spacing > 16.000 inches. --------------------------Lumber Fb) design values -------------------------- Size factor Cf Lumber type > 1 1 => Visually graded lumber Ft) Size factor Cf 2 => Machine stress rated lumber 1.100 (Applied to Fc1) 3 => Glue -laminated timber factor KcE > .300 KbE > .438 c' > .800 Base values Species Grade Fb Ft Fv FC -L FcJJ E HF NO2 850 500 75 405 1250 1300000 Size factor Cf > 1.300 (Applied to Fb) Size factor Cf > 1.300 (Applied to Ft) Size factor Cf > 1.100 (Applied to Fc1) Repetitive member factor Cr > 1.150 Flat -use factor Cfu > 1.150 Load duration factor C(D) > 1.330 Adjusted values Species Grade Fb Ft Fv Fcl Fc1J E HF NO2 1690 865 100 405 1829 1300000 Fb Flat -use 1944 _ ---------------------------------Loading-------------------------------- Axial loading: Load duration > 1.000 w axial > .419 kips/ft w axial trib. > .559 kips/stud fc > 68 psi Loading applied to member narrow face: Load duration > 1.330 w lateral > .0132 ksf M > 317 ft -lbs w lateral trib. > .0176 klf fbl > 503 psi Loading applied to member wide face: Load duration > 1.000 w lateral > .0000 ksf M > 0 ft -lbs w lateral trib. > .0000 klf fb2 > 0 psi -------------------------------- Summary-----.------ FCE > 700 F'c > 636 psi R(B) > 18.762 <ok> FCE1 > 700 FCE2 > 7500 ME > 1991 .011 + .320 + .000 = .331 <ok> 5 21 ol a1 -� --71 o0)9 ') S L L' -� �, 4 ~ r� v; 142' iV NN . 1j46LI� Z )Zi cn o-) cn Limn nr:n M 1- 7164q . 22-141 50 SHEETS 22-142 100 SHEETS A'M'A PAL7. 22-144 200 SHEETS 1' - � n v JA n _ d � O � • u a 0 N SSBM_6 7 7:56 AM -----------------------------------------------------------------7------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 6/ 2/03 Description >> hdr-2 ---------------------------------GENERAL-------------------------------- Span (L) > 16.500 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .042 kips/ft 47 Is TL Uniform live load > .048 kips/ft 53 o TL Uniform total load > .090 kips/ft End reactions ........................... DL > .347 kips LL > .396 kips TL > .743 kips Design loads ............................ Total load moment (M) > 3.063 ft -kips Total load shear (V) > ,743 kips --- - ---------------------- LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Ft Fv Fc1 Fc -u E DFL NO1 1000 675 608 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > .900 Apply to Ft Size factor Cf > .900 Apply to Fc1 Repetitive member factor Cr > 1.000 S (in -3) > 36.754 Load duration factor Cd > 1.000 A (in -2) > 10.155 Adjustment for lateral support > 1.000 I (in"4) > Adjusted values Species Grade Fb Ft Fv FC -L FcJJ E DFL N01 1000 608 95 625 1305 1700000 --------------------------------BEAM DATA -------------------------------- Member width > 3.500 inches Member depth > 13.250 inches Required Actual Comment S (in -3) > 36.754 102.411 <ok> A (in -2) > 10.155 46.375 <ok> I (in"4) > 678.476 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .130 inches L/ 1522 <OK> Live load deflection > .069 inches L/ 2853 <OK> Dead load deflection > .061 inches Minimum camber (glu-lams) > .091 inches <1.5*DL deflection> Standard 2000'R camber > .204 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 1.188 in"2 Minimum length > .339 inches Assuming full width bearing 22-141 50 SHEETS 22-142 100 SHEETS �r.4/E✓IF:�D' 22-144 200 SHEETS r n N N o n o_ R � � lv N " r SSBM 6 6:38 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 6/19/03 ------------------------------------------------------------------------ Description >> RB -2 ---------------------------------GENERAL-------------------------------- Span (L) > 13.000 feet Repetetive ? > -N Reduce shear for bm depth > Y Laterally supported (YIN) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .189 kips/ft 47 o TL Uniform live load > .216 kips/ft 53 g TL Uniform total load > .405 kips/ft End reactions ........................... DL > 1.229 kips LL > 1.404 kips TL > 2.633 kips Design loads ............................ Total load moment (M) > 8.556 ft -kips Total load shear (V) > 2.633 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc -L FcJJ E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 « Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1- FcJJ E DFL N01 1000 675 95 625 1450 1700000 --------------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 11.250 inches Required Actual Comment S (in"3) > 102.668 116.016 <ok> A (in"2) > 35.571 61.875 <ok> I (in^4) > 652.588 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .235 inches L/ 665 <OK> Live load deflection > .125 inches L/ 1247 <OK> Dead load deflection > .109 inches Minimum camber (glu-lams) > .164 inches <1.5*DL deflection> Standard 2000'R camber > .127 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 4.212 in -2 Minimum length > .766 inches Assumingfull width bearing 22-141 50 SHEETS X17 22-142 100 SHEETS &;A1VIPAL7 22-144 200 SHEETS l� W SSBM_6 6:34 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 6/19/03 ------------------------------------------------------------------------ Description >> RB -3 „ ---------------------------------GENERAL-------------------------------- Span (L) > 13.000 feet Repetetive ? > . N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .091 kips/ft 47 % TL Uniform live load > .104 kips/ft 53 g TL Uniform total load > .195 kips/ft. End reactions ........................... DL > .592 kips LL > .676 kips TL > 1.268 kips Design loads ............................ Total load moment (M) > 4.119 ft -kips Total load shear (V) > 1.268 kips --------------------------LUMBER DESIGN VALUES -------=------------------ Base values Species Grade Fb Ft Fv Fcl FcJJ E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf > 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 . Load duration factor Cd > 1.000 << Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc1 FcJJ E DFL NO1 1000 675 95 625 1450 1700000 --------------------------------BEAM DATA ------------------------------- Member width > 5.500 inches Member depth > 11.250 inches Required Actual Comment S (in"3) > 49.433 116.016 <ok> A (in"2) > 17.127 61.875 <ok> I (in"4) > 652.588 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .113 inches L/ 1381 <OK> Live load deflection > .060 inches L/ 2590 <OK> Dead load deflection > .053 inches Minimum camber (glu-lams) > .079 inches <1.5*DL deflection>• Standard 20001R camber > .127 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 2.028 in -2 Minimum length > .369 inches Assuming full width bearing z; r210 -a'�Om \� 1 oacn 000 m cn <n 2 2 S mmm mmm —i —i —; Wcnu> SSBM_6 ,i 3 6:36 AM ------------------------------------------------------------------------ Rev 9-13-93 SIMPLE SPAN BEAM - UNIFORM LOAD 6/19/03 Description >> RB -4 ---------------------------------GENERAL-------------------------------- Span (L) > 13.000 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 33.438 --------------------------------ACTIONS--------------------------------- Uniform dead load > .084 kips/ft 47 o TL Uniform live load > .096 kips/ft 53 % TL Uniform total load > .180- kips/ft End reactions ........................... DL > .546 kips LL > .624 kips TL > 1.170 kips Design loads ............................ Total load moment (M) > 3.803 ft -kips Total load shear (V) > 1.170 kips -------------------------- LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFL N01 1000 675 95 625 1450 1700000 Size factor Cf >. 1.000 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fc1 Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv Fc -L Fc1 E DFL N01 1000 675 95 625 1450 1700000 --------------------------------BEAM DATA -------------------------------- Member width > 5.500 inches Member depth > 11.250 inches Required Actual Comment S (in -3) > 45.630 116.016 <ok> A (in"2) > 15.809 61.875 <ok> I (in^4) > 652.588 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .104 inches L/ 1496 <OK> Live load deflection > .056 inches L/ 2805 <OK> Dead load deflection > .049 inches Minimum camber (glu-lams) > .073 inches <1.5*DL deflection> Standard 20001R camber > .127 inches --------------------------CHECK MIN. BRG. AREA -------------------------- Minimum area > 1.872 in -2 Minimum length > .340 inches Assuming full width bearing zZI PA - -j-P2 L S ' ()4 N N N N O O Ul O O O �n cn to • xxx mnn —1 —I -i cn N N SSBM 6 6:52 AM -------------------------------------------- --------------------------- Rev 9-13-93 SIMPLE SPAN.BEAM - UNIFORM LOAD 6/19/03 ------------------------------------------------------------------------ Description >> RB -5 ---------------------------------GENERAL-------------------------------- Span (L) > 15.330 feet Repetetive ? > N Reduce shear for bm depth > Y Laterally supported (Y/N) > Y lu > .000 feet le > .000 feet Slenderness factor Cs > .000 Ck > 22.210 --------------------------------ACTIONS--------------------------------- Uniform dead load > .175 kips/ft 47 Is TL Uniform live load > .200 kips/ft 53 TL Uniform total load > .375 kips/ft End reactions ........................... DL > 1.341 kips LL > 1.533 kips TL > 2.874 kips Design loads ............................ Total load moment (M) > 11.016 ft -kips Total load shear (V) > 2.874 kips --------------------------LUMBER DESIGN VALUES -------------------------- Base values Species Grade Fb Ft Fv Fc1 FcJJ E DFGL 24F -V4 2400 1150 165 650 1650 1800000 Size factor Cf > .987 Apply to Fb Size factor Cf > 1.000 Apply to Ft Size factor Cf > 1.000 Apply to Fcl Repetitive member factor Cr > 1.000 Load duration factor Cd > 1.000 Adjustment for lateral support > 1.000 Adjusted values Species Grade Fb Ft Fv FC -L Fc -U E DFGL 24F -V4 2369 1150 165 650 1650 1800000 --------------------------------BEAM DATA ------------------------------- Member width > 3.125 inches Member depth > 13.500 inches Required Actual Comment S (in^3) > 55.806 94.922 <ok>' A (in^2) > 22.295 42.188 <ok> I (in"4) > 640.723 ------------------------------DEFLECTIONS------------------------------- Total load deflection > .404 inches L/ 455 <OK> Live load deflection > .215 inches L/ 854 <OK> Dead load deflection > .189 inches Minimum camber (glu-lams) > .283 inches <1.5*DL deflection> Standard 20001R camber > .176 inches --------------------------CHECK MIN. BRG. AREA --------------------------- Minimum area > 4.422 in -2 Minimum length > 1.415 inches Assuming full width bearing File >LATDATA3 Rev 8-8-95 Description >> Wind pressures on structures Exposure > Importance factor > Basic wind speed > Roof pitch > * * * P R I M A R Y F R Assembly description C 1.00 75.00 6.00 A M E S mph in 12 A N D Ht. Ce qs > 0 > S Y S T <0'-151> 1.06 14.50 psf 26.57 degrees E M S Direction <201> <251> 1.13 1.19 .0307 .0328 Cq 2.80 .0430 .0459: W A L L S 3.00 .0461 .0492 .0518 2.00 Windward walls .0328 .80 .0123 .0131 .0138 Leeward walls .50 .0077 .0082 .0086 Total wall .0200 .0213 .0224 R 0 0 F Wind perpendicular to ridge Leeward or flat roof .70 .0108 .0115 .0121 Windward roof Slope 2:12 to less than 9:12 .90 .0138 .0147, .0155 Slope 2:12 to less than 9:12 .30 .0046 .0046 .0052 Roof total .0154 .0161 .0173 Wind parallel to ridge and flat roofs .70 .0108 .0115 .0121 * * * E L E M E N T S A N D C O M P O N E N T S W A L L All structures 1.20 .0184 .0197 .0207 Enclosed structures 1.20 .0184 .0197 .0207 Open structures 1.60'• .0246 .0262 .0276 Parapets 1.30 .0200 .0213 .0224 R 0 0 F Enclosed structures Slope less than 9:12 1.10 .0169 .0180 .0190 Open structures Slope less than 9:12 1.60.' .0246 .0262 .0276 * * * L 0 C A L A R E A S A T Wall corners Canopies or overhangs at eaves or rakes Roof ridges at ends of buildings or eaves and roof edges at building corners Eaves or rakes without overhangs away from building corners and ridges away from ends of building D I S C O N T I N U I T I E S 2.00 .0307 .0328 .0345 2.80 .0430 .0459: .0483 3.00 .0461 .0492 .0518 2.00 .0307 .0328 .0345 I Wind pressures on structures > C > 1.00 > 75.00 mph qs > 14.50 psf > 6.00 in 12 0 > 26.57 degrees R Y F R A M E S A N D S Y S T E M S Direction Ht. <0'-151> <201> <251> <301> <401> n Ce 1.06 1.13 1.19 1.23 1.31 E N T S A N D Cq N E N T S .80 .0123 .0131 .0138 .0143 .0152 .50 .0077 .0082 .0086 .0089 .0095 1.60 .0200 .0213 .0224 .0232ws .0247 to ridge 1.30 .0200 .0213 .0224 .0232 .0247 f .70 .0108 .0115 .0121 .0125 .0133 than 9:12 .90 .0138 .0147 .0155 .0161 .0171 than 9:12 .30 .0046 .0046 .0052 .0054 .0057 2.00 .0154 .0161 .0173 .0178gc&r- .0190 dge and flat roofs .70 .0108 .0115 .0121 .0125 -.0133 E N T S A N D C O M P O N E N T S 1.20 .0184 .0197 .0207 .0214 .0228 1.20 .0184 .0197 .0207 .0214 .0228 1.60 .0246 .0262 ..0276 .0285 .0304 1.30 .0200 .0213 .0224 .0232 .0247 2 1.10 .0169 .0180 .0190 .0196. .0209 2 1.60 .0246 .0262 .0276 .0285 .0304 L A R E A S A T D I S C O N T I N U I T I E S 2.00 .0307 .0328 .0345 .0357 .0380 gs at 2.80 .0430 .0459 .0483 .0499 .0532 of buildings dges at building 3.00 .0461 .0492 .0518 .0535 .0510 out overhangs corners and ds of building 2.00 .0307 .0328 .0345 .035 7 . .0380 rJ File >SHEARW 5:51 AM 5/22/03 -------------------------------------------- REV. 6-17-99 ---------------------- Shearwall schedule ------ ------------------------------------------------------------------------ Description >> Common nails ------------------------------------------------------------------------ >> (Box nails) Mark Description HF: DF 1 3/8" cdx plywood with 8d nails .213 .260 at 611, 1211 o.c. (.173) (.211) 2 3/8" cdx plywood with 8d nails .312 .380 at 411, 12" o.c.. (.253). (.308) 3 3/8" cdx plywood with 8d nails .402 .490 at 311, 1211 o.c. (.326) (.397) 4 1/2" cdx plywood with 10d nails .254 .310 at 611, 1211 o.c. (.206) (.251) 5 1/2" cdx plywood with 10d nails .377 .460 at 411, 1211 o.c. (.305). (.373) 6 1/2" cdx plywood with 10d nails .492 .600 at 311, 12" o.c. (.399) (.486) 7 1/2" gyp bd with 5d nails wind .082 .100 at 711 o.c. edge & field Unblocked seismic .041 .050 8 5/8" gyp bd with 6d nails wind .094 .115 at 711 o.c. edge & field Unblocked seismic .047 .058 9 7/8" cement plaster over expanded metal .148 - .180 or woven wire lath with no. 16 gage staples, (7/8" leg) at 6" o.c. 10 3/8" plywood siding with 8d nails .131 .160 at 611, 12" o.c. 11 Simplex "Thermo -Ply structural (red) .144 .175 sheathing (0.115 inch thickness) with no. 16 gage staples (7%16" crown. 1-1/411 legs) C. ,0 {,... C/Zt 1,�7)�3�fi� /, �7� C�olt�� + �91z��3��,.� �z) �.Ot2� - W6 C,.iri) (v&b r-- 10 14-) 0 0) CZE/l3a A /0, 7 011 7) t-60)(24, of-/. 47 j- 1 )16,014)�' C��z)Ca) 3��L1 {i 0�0,.- l 9lL)�Z✓C I s�Z��(/t7 . t2)- le- �, asp 3f OqO ZA41 o ��,�,, �� �� +� N n d N 22-141 50 SHEETS A'1 22-142 100 SHEETS OkAA�I 4L7 22-144 200 SHEETS r 1' Gn 0 N Cho v A n `J r"� O - u n fi V ^1 $ ^� uv n r1 ' u n d N 22-141 50 SHEETS A'1 22-142 100 SHEETS OkAA�I 4L7 22-144 200 SHEETS r 1' Gn 0 N Cho 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS Gz 37S=Lj 44 Ld JA- uuu�ZJ =` Co,2S` (Utti1, 000 L7 O O i` //_ _\\ r•rC (V[ , N n n pow �� �( , C� rrB�'• v �TT2Z 2- �c �z-� SS r73 2� I 72, 75 A9 �w 11 ov N YIN 22-141 50 SHEETS - 22-142 100 SHEETS 22-144 200 SHEETS 44 s T 2 fi � 0 1 22-141 50 SHEETS - 22-142 100 SHEETS 22-144 200 SHEETS 44 s T �N n 1 t� 1 W � fl r` v N N + �1 N O \J r N o 22-141 50 SHEETS - 22-142 100 SHEETS 22-144 200 SHEETS 44 s T v �1 1 O� 22-141 50 SHEETS - 22-142 100 SHEETS 22-144 200 SHEETS 44 s T i .sob ' 2() -Z/ (-Z 'lop �'d't -9 --�b Mhz (-W,) za, �� "Ic. -e, A4 '�94Jev 7 L_rn J I L`''L yin 00 Cn O O O U7 N (!) 2 7. 2 mmm •� 10-�I�J - 07if 40/ / ovo 1 ) LS,�,/�) 1 612� (2-�a') Ls-,' /S a I '- �J sm 111 `' oQ L L ►� 2�� S�C11 g 1 A�% (��j 1�� LCA'/ Z 1 Ile, oz 5US5 goy 22 -L4oe Sd In cL V�(,7n Z LJ 0 � Z� -zQto/v-/ V�v a),p /'Z (ZQ - � 'Zi/p. 1 1 �� ll147 � 7 0'� N —t 0 0 (A O O O C7 (DN 2 � S nnm nnn -i -� U) cn U) .x 09 Sal/ —rY7 y� L21' = ' �� I L cnmrn 4;,' 22-141 50 SHEETS } 22-142 100 SHEETS 22-144 200 SHEETS J 1 IV� v oil n N , .� Its- t N � J 1 IV� v N , S OYI 7 �2u 1 �I 7 U) W co I— W W W W W W SS1' WC7W CD O O L) O U r C1t rN V" N N N N Nt �N V ►L -7�- t-J - 3.04 13.167 +- 5:1-=22,54 ' 0 ; . �g-z)( e4) X24 Z bows l Pl C 7« DG, zNctiar ho �� Z. zxo 7. �Z9AT Gli wT C05) ,3 L O• /73 3 I V 1�^ Z/ 7o�L � Zq ' � SS r�5 AP U J N V4 S 1' � O � u N o v VN � � J I C� w 6` J N V4 S 1' N � N o v r � � �p w 7`. w 6` v Xv� P- r\ N .a s' o %Z -- L ---j V� 22-141 50 SHEETS 22-142 100 SHEETS � �A 14L7' 22-144 200 SHEETS N � S o � � � �p w 3 N N cl V\ h N. u fl- . N o 0 � n (V u 22-141 50 SHEETS i 22-142 100 SHEETS 22-144 200 SHEETS E� "i -�- N Tr o � QD � n v v .Cl � f N S o s N 22-141 50 SHEETS i 22-142 100 SHEETS 22-144 200 SHEETS r � � hl !C !1T E� "i -�- N Tr v v r � � hl !C !1T L t, _. -�- N Tr L t, _. . vbm Is rood I �S,/i o�/amu Cs ,lr• ,i A/ kZ 1 -� P6-7 UOPj 320 10 J)( Y, (2 1 -2- T2l 11,79105/LJ�'� y 9 qn? 1--Pq I I/ P12 -4LI _'IL)q' f za COV I 71 Liz L VZ1 1 11-A 4, r1i - 'c� 5 on427 Ir -I Le;7,2 (c, 2�, (L c� L -7u ^�1✓� ` ,e v rt/* U,?g.Nn*% N 00 Cn 000 (n m to 2 S S rn m m mmm -1-4-1 N N (n 22-141 50 SHEETS 22-142 100 SHEETS C=-AMPA© 22-144 200 SHEETS 70 x x + w C 1 c 6� vol moi` 11 0 o �. o 1 O 11 �, r 2q Concrete retaining wall Description Retain n General data Wall configuration Cantilevered feet Uniform lateral load Lateral load type Soil pressure w lateral at top of wall 0.000 Backfill slope No slope 0.120 Soil weight'tO, w lateral at bottom of footing kcf k/ft Loading Soil Wdl minimum '� „0:000 kips/ft Wdl + WII maximum0�825 User defined kips/ft Equivalent fluid pressure ksf10 0 0303:. kcf Sloping backfill surcharge 0.150 0.000 kcf Total EFP Lateral sliding coefficient 0.030 kcf Surcharge Distance Surcharge P(kips) Description to wall(ft) height(ft) 2 500 ksl LOQO0.0000 '3:000 0.000 feet Input surcharge height feet Uniform lateral load kgop!xj OOO N ksf Seismic/wind w lateral at top of wall 0.000 k/ft w lateral at bottom of wall 0.120 k/ft w lateral at bottom of footing 0.150 k/ft Allowable design stresses Soil Class of materials (UBC) u;4 User defined Allowable bearing pressure 1.500 ksf10 0 . Allowable passive 0.150 ksf/ft depth Q120, Lateral sliding coefficient 0.250 Concrete Masonry fc 2 500 ksl fm �1�500., � ksf fy60000 . ksi fy ,� ,4'0000 ksf ES 29000000 psi ES 29000000 psi m 28.235 Em 1125000 psi IN Unit weight kcf Wall data Cantilevered wall may use varying thickness segments Segment; wd, Actual t Actual d Max. d 1 0.000 to rP 40 0.4008?QO 5.500 2 0.000 toO+OOrsE�" 0.000;" O.00�T000 0.000 3 0.000 to` - O�OQ�t � 0.000 � .0:00".�rF�'0 00 0.000 Segment; b'dZ M Load factor MU 1 192.000 0.320 :'170 0.544 2 0.000 0.000 �Y7�0:0` g ,. 0.000 .3 0.000 0.000 1iQ0' 0.000 Segment 1 reinforcing; Factored design moment (M,,); 0.544 ft -kips Horiz. AS min. 0.240 in21ft #5 bars at 15 inches o/c Vert. AS min. 0.144 inZlft As Vertical reinforcing used; #S bars at 18, inches o/c 0.207 int/ft Mn 3.49 ft -kips Pb 0.018 0.7513b 0.013 Asmax. 0.641 inZlft When wall is designed as restrained - check moment at base of wall during backfill operations, or provide shoring until floor slab is in place. Seqment 2 reinforcing; Factored design moment (M j; 0.000 ft -kips Horiz. As min. 0.000 int/ft None at 0 inches o/c Vert. AS min. 0.000 in21ft As Vertical reinforcing used; None at `1'8. inches olc 0.000 in21ft Mn 0.00 ft -kips Segment 3 reinforcing; Factored design moment (M j; 0.000 ft -kips Horiz. As min. 0.000 int/ft None at 0 inches o/c Vert. AS min. 0.000 int/ft As Vertical reinforcing used; None at 1,'8 inches o/c ' 0.000 int/ft Mn 0.00 ft -kips Footing design Toe length 0.7 0 feet Safety factor 1.875 Heel length 0.583 feet Soil pressure 1.403 t Total footing length (L) feet 21;000 feet Segment 1 0.400 Footing depthf2 1.083 000 11'? inches ft -kips ' Segment 2 0.000 Overturning and soil pressure; 1.083 feet 0.000 Consider ftg depth for gross OTM and sliding ? Yes kips Design overturning moment (OTM) feet 0.625 ft -kips Summary of dead loads; kips 1.708 feet WDL Arm Footing 0.300 Moment WDL min. 0.000 kips 1.083 feet 0.000 ft -kips WDL+WLL 0.825 kips 1.083 feet 0.894 ft -kips Segment 1 0.400 kips 1.083 feet 0.433 ft -kips ' Segment 2 0.000 kips 1.083 feet 0.000 ft -kips Segment 3 0.000 kips 1.083 feet 0.000 ft -kips Soil 0.257 kips 1.708 feet 0.438 ft -kips Footing 0.300 kips 1.000 feet 0.300 ft -kips WDL min. 0.957 kips MDL min. 1.172 ft -kips WDL+WLL 1.782 kips MDL+Mu 2.066 ft -kips Check safety factor against overturning; MDL min./OTM 1.875 > 1.5 Ok! Eccentricity (e) 0.191 feet [A/2-( M-OTM/ W] U6 0.333 feet L' 2.426 feet [3*U2-e] Resultant within middle third of footing Maximum soil pressure 1.403 ksf [ Wtl/A + 6*Wtl*e/A^2 ] Minimum soil pressure 0.379 ksf Mba, 0.284 ft-kips/ft Footing reinforcement Heel design; Vertical reinforcing spacing 18 inches Heel length 0.583 feet Reinforcing 54 bars atX18`'' inches o/c dr. 8.00 � inches Load factor As 0.131 inZ/ft MU 0.127 ft -kips Mn 4.614 ft -kips Toe design; Toe length 0.750 feet Reinforcing #5 bars at `' ::18 ? _ inches o/c d ff]8'9000' inches . As 0.207 int/ft Max. soil pressure 1.403 ksf At face of wall 0.969 ksf Load factor MU 0.601 ft -kips 1T Mn 7.214 ft -kips Longitudinal footing reinforcement; As required = Area' .002 As min. 0.576 in #5 bars As 0.930 int 47 7 Lateral sliding Rtopofwail 0.000 kips/ft Rbaseofwall 0.375 kips/ft Calculate Wog' friction coefficient; Lateral sliding resistance 0.239 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Allowable lateral passive pressure 0.150 ksflft depth Consider footing for passive resistance? Yes Lateral passive pressure provided 0.075 kips/ft [Footing only] Net resistance provided by footing only 0.314 kips/ft [Footing only] Concrete slab at base of wall ? No Thickness inches Width of slab 0 00 feet Resistance provided by slab 0.000 kips/ft Total resistance 0.314 kips/ft Factor of safety 0.838 No good! Shear key required! Shear key must provide additional 0.248 kips lateral resistance Shear key provides kips lateral resistance Calculate equivalent depth of key based on overburden; Bearing pressure (p) / soil weight Equivalent depth of shear key 4.348 feet [Maximum 15'] Allowable passive pressure 0.652 ksf [at bottom of footing] Allowable passive pressure 0.702 ksf [at bottom of key] Shear key depth Shear key thickness N4inches inches d inches Load factor Me 0.065 ft-kips1,;r7 ' Reinforcing; #4 bars! at - 18 inches o/c AS 0.131 int/ft M, 3.44 ft -kips Vertical reinforcing at 18 inches o/c Concrete retaining wall Description F etalnmgswallfat'fro t ofrdwelhng { y j re�talne�`,. 92' General data Wall configuration Cantilevered V Lateral load type Soil pressure Backfill slope No slope Soil weightu ,0:1.10 kcf Loading Wdl minimum "OOOOa kips/ft .p�lJ`i1 �• Wdl + WII maximum 0;$2$x:'` kips/ft Equivalent fluid pressure 0:'030 ' , kcf Sloping backfill surcharge 0.000 kcf Total EFP 0.030 kcf Surcharge Distance Surcharge P(kips) Description to wall(ft) height(ft) 0?000" , 0.00003000 0.000 feet Input surcharge height 0:001001(Q0 feet Uniform lateral load ' ;ksf Seismic/wind w lateral at top of wall 0.000 klft w lateral at bottom of wall 0.180 klft w lateral at bottom of footing 0.210 klft Allowable design stresses Soil Class of materials (UBC) 4 s User defined Allowable bearing pressure 1.500 ksf Z'RO41,2101' 0Allowable passive 0.150 ksflft depth,Lateral sliding coefficient 0.250 Concrete Masonry fc S2:5Q0 ksi fm 15O.Ot<� ksf fY 60;000 ksi fy 40?900 ksf ,,:�+. ES 29000000 psi ES X29000000 psi m 28.235 E, 1125000 psi 0Unit weight R-10-11,116, kcf Wall data Cantilevered wall may use varying thickness segments Segment; wd, Actual t Actual d Max. d 1 0.000 to ng6"00 << 0.600 8Y00 b 4`00 " 5.500 2 0.000 to . ` 0 00 0.000 0 00 p 0;ON 0.000 3 0.000 to 0.000 �O OOr O:OV. F 0.000 Segment; b'd2 M Load factor M„ 1 192.000 1.080 m 1 00`��+ 1.836 2 0.000 0.000 1*�70Q'r 0.000 « 1 3 0.000 0.000 `r_ 1# 00. 0.000 Segment 1 reinforcing Factored design moment (M j; 1.836 ft -kips Horiz. AS min. 0.240 inZ/ft #5 bars at 15 inches o/c Vert. AS min. 0.144 inz/ft AS Vertical reinforcing used; #5 bars atX18 #' a inches o/c 0.207 inZ/ft Mn 3.49 ft -kips Pb 0.018 0.751)b 0.013 Asmax. 0.641 inZ/ft When wall is designed as restrained - check moment at base of wall during backfill operations, or provide shoring until floor slab is in place. Segment 2 reinforcing; Factored design moment (M j; 0.000 ft -kips Horiz. As min. 0.000 inZ/ft None at 0 inches o/c Vert. AS min. 0.000 inZ/ft As Vertical reinforcing used; None at 1STinches o/c 0.000 int/ft M, 0.00 ft -kips Segment 3 reinforcing Factored design moment (M j; 0.000 ft -kips Horiz. AS min. 0.000 inZ/ft None at 0 inches o/c Vert. As min. 0.000 inZ/ft AS Vertical reinforcing used; None at r.>18. inches o/c 0.000 int/ft M, 0.00 ft -kips '17V Footing design Toe length -1330 feet Safety factor 1.706 Heel length 0.833 feet Soil pressure 1.456 Total footing length (L)�2:$30 feet 1.372 feet Segment 1 0.600 Footing depth , 1.663 M 1>2a000s ' inches ft -kips Overturning and soil pressure; kips 1.663 feet Consider ftg depth for gross OTM and sliding ? res • kips Design overturning moment (OTM) feet 1.715 ft -kips - Summary of dead loads; kips 2.413 feet WDL Arm Footing 0.425 Moment WDL min. 0.000 kips 1.663 feet 0.000 ft -kips WDL+WLL 0.825 kips 1.663 feet 1.372 ft -kips Segment 1 0.600 kips 1.663 feet 0.998. ft -kips Segment 2 0.000 kips 1.663 feet 0.000 ft -kips Segment 3 0.000 kips 1.663 feet 0.000 ft -kips Soil 0.550 kips 2.413 feet 1.327ft-kips Footing 0.425 kips 1.415 feet 0.601 ft -kips WDL min. 1.575 kips MDL min. 2.926 ft -kips WDL+WLL 2.400 kips MDL+MLL 4.298 ft -kips Check safety factor against overturning; MDL min./OTM 1.706 > 1.5 Ok! Eccentricity (e) 0.338 feet [A/2-( M-OTMI W) U6 0.472 feet L' 3.230 feet [3*U2-e] Resultant within middle third of footing Maximum soil pressure 1.456 ksf [ Wtl/A + 6*Wtl*e/A^2 ] , Minimum soil pressure 0.240 ksf Mb. 0.903 ft-kips/ft Footing reinforcement Heel design; Vertical reinforcin s aan 18 inches Heel length 0.833 feet Reinforcing #4 bars at 1$' inches o/c d WON u , inches Load factor AS 0.131 in/ft M" 0.390 ft -kips fi17: Mn 4.614 ft -kips Toe design; Toe length 1.330 feet Reinforcing #s bars at 18' : inches o/c d8=000 inches AS 0.207 inZ/ft Max. soil pressure 1.456 ksf At face of wall 0.857 ksf Load factor MU 1.889 ft -kips M, 7.214 ft -kips Longitudinal footing reinforcement: AS required = Area * .002 AS min. 0.815 in 3 "� #5 bars AS 0.930 in a Lateral sliding Rtop of wan 0.000 kips/ft Rbase of wall 0.735 kips/ft Calculate WOL * friction coefficient; Lateral sliding resistance 0.394 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? ves • Lateral passive pressure provided 0.075 kips/ft [Footing only] Net resistance provided by footing only 0.469 kips/ft [Footing only] Concrete slab at base of wall ? No Thickness �P Width of slab ., _ O:000.w; inches feet . Resistance provided by slab 0.000 kips/ft Total resistance 0.469 kips/ft Factor of safety 0.638 No good! Shear key required! Shear key must provide additional 0.634 kips lateral resistance Shear key provides 0.684 kips lateral resistance Calculate equivalent depth of key based on overburden; Bearing pressure (p) / soil weight Equivalent depth of shear key 5.058 feet [Maximum 15'] Allowable passive pressure 0.759 ksf [at bottom of footing] Allowable passive pressure 0.884 ksf [at bottom of key] Shear key depth Shear key thickness 00 yf r ��i..,•'r inches X12+00�a , inches d t:�6OOw:` inches Load factor Me 0.497 ft-kips1fk7 Reinforcing; #4 bars L-1 at ; " ,� fPMj inches o/c As 0.131 inZ/ft Mn 3.44 ft -kips Vertical reinforcing at 18 inches o/c 31 Concrete retaining wall 8'retaat,fr nt o dwling,Description legnvl General data Wall configuration Cantilevered Lateral load type Soil pressure#w Backfill slope No slope V Soil weight" `.0:1j10w, kcf Loading Wdl minimum 0!000 ' " kips/ft Wdl + WII maximum 0:825 a kips/ft Equivalent fluid pressure 0:030 kcf Sloping backfill surcharge 0.000 kcf Total EFP 0.030 kcf Surcharge Distance Surcharge P(kips) Description to wall(ft) height(ft) �OQR 0.0000 WjO,0, 0.000 feet Input surcharge height feet Uniform lateral load r'_. {OOOQ„r:. ksf Seismiclwind w lateral at top of wall 0.000 k/ft w lateral at bottom of wall 0.240 k/ft w lateral at bottom of footing 0.270 k/ft Allowable design stresses Soil Class of materials (UBC) i'. 4 User defined Allowable bearing pressure 1.500 ksfi7(p000J` Allowable passive 0.150 ksf/ft depth t,t)12'�0� Lateral sliding coefficient 0.250 "0 250 Concrete Masonry fcy�2 5+ 00 KA k s i fm1 500', ksf fY 60000'"h ksi fy {,�4 000` ksf Es 29000000 psi ES 2900,OQ0.0, psi m 28.235 Em 1125000 psi ;t�0.900 �;t Unit weight '.,'01;50 kcf Wall data Cantilevered wall may use varying thickness segments Segment; wd, Actual t Actual d Max. d 1 0.000 to 1 �" atl "'0400 ,y 8 Ot)�� 5 50 �� 5.500 2 4.000 to EKO 0.400 &OQ k �4 00 5.500 3 0.000 to 0.000 0.000 Segment; b'd2 M Load factor MU 1 363.000 2 192.000 2.560 0.320 4.352 3 0.000 0.000 ""A®RW 0.544 0.000 Segment 1 reinforcing; Factored design moment (M„ ); 4.352 ft -kips Horiz. AS min. 0.240 in21ft #5 bars at 15 inches o/c. Vert. AS min. 0.144 in21ft AS Vertical reinforcing used; #5 bars at`' 18 v inches o/c 0.207 int/ft M, 4.89 ft -kips Pb 0.018 0.75pb 0.013 Asmax. 0.882 in21ft When wall is designed as restrained - check moment at base of wall during backfill operations, or provide shoring until floor slab is in place. Segment 2 reinforcin4 Factored design moment (M,,); 0.544 ft -kips Horiz. AS min. 0.240 int/ft #5 bars at 15 inches o/c Vert. As min. 0.144 in21ft As Vertical reinforcing used; #5 bars at inches o/c 0.207 int/ft Mn 3.49 ft -kips Segment 3 reinforcing; Factored design moment (M„); 0.000 ft -kips Horiz. As min. 0.000 in21ft None at 0 inches o/c Vert. AS min. 0.000 in21ft AS Vertical reinforcing used; None at R ,�.1.8f�.,' inches o/c 0.000 int/ft A 0.00 ft -kips Footing design Toe length I feet Safety factor 2.167 Heel length 1.663 feet Soil pressure 1.476 Total footing length (L) "160feet Footing depthinches 0.000 kips Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? Yes Design overturning moment (OTM) 3.645 ft -kips Summary of dead loads; Check safety factor against overturning; MDL min./OTM 2.167 Eccentricity (e) 0.453 U6 0.693 U 4.881 Resultant within middle third of footing Maximum soil pressure Minimum soil pressure Mbase > 1.5 Ok! feet [Al2-( M-OTM/ W) feet feet [3*U2-e] 1.476 ksf 0.309 ksf 1.963 ft-kips/ft [ WtIIA + 6*Wtl*e/A^2 ) 611 0 WDL Arm Moment WDL min. 0.000 kips 2.163 feet 0.000 ft -kips WDL+WLL 0.825 kips 2.163 feet 1.785 ft -kips Segment 1 0.400 kips 2.163 feet 0.865 ft -kips Segment 2 0.400 kips 2.163 feet 0.865 ft -kips Segment 3 0.000 kips 2.163 feet 0.000 ft -kips Soil 1.464 kips 3.328 feet 4.872 ft -kips Footing 0.624 kips 2.080 feet 1.298 ft -kips WDL min. 2.888 kips MDL min. 7.900 ft -kips WDL+WLL 3.713 kips MDL+MLL 9.685 ft -kips Check safety factor against overturning; MDL min./OTM 2.167 Eccentricity (e) 0.453 U6 0.693 U 4.881 Resultant within middle third of footing Maximum soil pressure Minimum soil pressure Mbase > 1.5 Ok! feet [Al2-( M-OTM/ W) feet feet [3*U2-e] 1.476 ksf 0.309 ksf 1.963 ft-kips/ft [ WtIIA + 6*Wtl*e/A^2 ) 611 0 - a2 Footing reinforcement Heel design; Vertical reinforcing spacing 18 inches Heel length 1.663 - feet Reinforcing #4 bars at t18 inches o/c d , 8.QQ', inches Load factor AS 0.131 inZ/ft M" 2.069 ft -kips "17 Mn 4.614 ft -kips Toe design; Toe length 1.830 feet Reinforcing #5 bars at f8. t inches o/c d :8 'r inches As 0.207 int/ft Max. soil pressure 1.476 ksf At face of wall 0.922 ksf Load factor MU 3.676 ft -kips 17' Mn 7.214 ft -kips Longdudinal footing reinforcement, AS required = Area' .002 A min. S 1.198 in .,� ,;4 ,k r #5 bars �� � A s 1.240 in 43 Lateral sliding Rtov of wail 0.000 kips/ft Rbase of wall 1.215 kips/ft Calculate WpL * friction coefficient; Lateral sliding resistance 0.722 kips/ft, For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? ves Lateral passive pressure provided 0.075 kips/ft [Footing only) Net resistance provided by footing only 0.797 kips/ft [Footing only] Concrete slab at base of wall ? No Thickness inches Width of slab V 0.:00 "4 feet Resistance provided by slab 0.000 kips/ft Total resistance 0.797 kips/ft Factor of safety 0.656 No good! Shear key required! Shear key must provide additional 1.026 kips lateral resistance Shear key provides 1.113 kips lateral resistance Calculate equivalent depth of key based on overburden; Bearing pressure (p) / soil weight Equivalent depth of shear key 6.311 feet [Maximum 15'] Allowable passive pressure 0.947 ksf [at bottom of footing] Allowable passive pressure 1.109 ksf [at bottom of key] Shear key depth 0 inches Shear key thickness 0_ , T16 �. inches d ` . inches Load factor M„ 1.052 ft -kips 1.7, Reinforcing; 5#4 —bars - at . `18 * inches o/c As 0.131 in/ft Mn 3.44 ft -kips Vertical reinforcing at 18 inches o/c r �J N N N N N N o'S I l I QJ 54 Li 'ha'�� oo0 McnU) mmm mmm N I (J') U) N x-0xm �/40 ) " = (ASO ") Z%IB 4 (oi o) 01 t 0 �0' 4y Concrete retaining wall ���r�� Description [iXr4e ainingi�wallS�at garage,:, talned'� General data Wall configuration Cantilevered Lateral load type Soil pressure Backfill slope No slope Soil weight Loading Wdl minimum Wdl + WII maximum Equivalent fluid pressure Sloping backfill surcharge Total EFP Surcharge 041,1071 kcf r',2-000° Vehicle kips/ft 06r60� �' kips/ft �0't030 kcf 0.000 kcf 0.030 kcf Distance Surcharge w 0':000* to wall(ft) height(ft) Seismic/wind r',2-000° Vehicle 'x'43;000' ? 0.505 feet Input surcharge height0;000 yps feet Uniform lateral load w 0':000* ksf Seismic/wind w lateral at top of wall 0.015 k/ft w lateral at bottom of wall 0.135 k/ft w lateral at bottom of footing 0.165 k/ft Allowable design stresses Soil Class of materials (UBC) ',4F : .. User defined Allowable bearing pressure 1.500 ksf "1�0 Allowable passive 0.150 ksf/ft depth Lateral Lateral sliding coefficient 0.250 :��0:250;' Concrete Masonry f� L2'5Q0 Ax' ksi ' fm a: 1 X500 r ksf fy 60 000 ksi fy 40�000 ksf Es 29000000 psi ES psi m 28.235 E, 1125000 psi � 900�� <<Unit Fu weight � 0150"`, kcf a Wall data Cantilevered wall may use varying thickness segments Segment; wd, Actual t Actual d Max. d 1 0.000 to' 00,' i 0.400 4100 ; ' 5.500 2 0.000 to 0 U -S V4f 0.000 O:QO , 00 0.000 30.000 to ::r Ot00n 0.000 000 000 0.000 Segment; b'd2 M Load factor MU 1 192.000 0.441 1 0.0 vy, 0.750 2 0.000 0.000100 0.000 3 0.000 0.000 0.000 Segment 1 reinforcing; Factored design moment (M,); 0.750 ft -kips Horiz. AS min. 0.240 in/ft #5 bars at 15 inches o/c Vert. AS min. 0.144 in2/ft As Vertical reinforcing used; #5 bars at 18'. inches o/c 0.207 in2/ft M, 3.49 ft -kips Pb 0.018 0.75pb 0.013 Asmax. 0.641 int/ft When wall is designed as restrained - check moment at base of wall during backfill operations, or provide shoring until floor slab is in place. Segment 2 reinforcing; Factored design moment (M,); 0.000. ft -kips Horiz. AS min. 0.000 int/ft None at 0 inches o/c Vert. As min. 0.000 int/ft As Vertical reinforcing used; None at 18' 'ter inches o% 0.000 in21ft Mn 0.00 ft -kips Segment 3 reinforcing; Factored design moment (M,); 0.000 ft -kips Horiz. As min. 0.000 in2lft None • at 0 inches o/c Vert. AS min. 0.000 in2lft As Vertical reinforcing used; None • at q' 8' inches o/c 0.000 in2lft Mn 0.00 ft -kips dY 13 Footing design Toe length 0 .5,Q' feet Safety factor 2.254 Heel length 1.083 feet Soil pressure 1.392 Total footing length (L) 2.500 '' feet Footing depth 12000, inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? Yes Design overturning moment (OTM) 0.814 ft -kips Summary of dead loads; WDL Arm Moment WDL min. 0.000 kips 1.083 feet 0.000 ft -kips WDL+WLL 0.660 kips 1.083 feet 0.715 ft -kips Segment 1 0.400 kips 1.083 feet 0.433 ft -kips Segment 2 0.000 kips 1.083 feet 0.000 ft -kips Segment 3 0.000 kips 1.083 feet 0.000 ft -kips Soil 0.477 kips 1.958 feet 0.933 ft -kips Footing 0.375 kips 1.250 feet 0.469 ft -kips WDL min. 1.252 kips MDL min. 1.836 ft -kips WDL+WLL 1.912 kips MDL+MLL 2.551 ft -kips Check safety factor against overturning; MDL min./OTM 2.254 Eccentricity (e) 0.342 U6 0.417 L' 2.725 Resultant within middle third of footing Maximum soil pressure Minimum soil pressure Mbase > 1.5 Ok! feet [A/2-( M-OTM/ W) feet feet [3`U2 -e] 1.392 ksf 0.137 ksf 0.271 ft-kips/ft [ Wtl/A + 6'Wtl*e/A^2 ] 4-7 4,V Footing reinforcement Heel design; Vertical reinforcing spacing 18 inches Heel length 1.083 feet Reinforcing #a bars at inches o/c d B;OOs ,.; inches Load factor AS 0.131 int/ft M„ 0.439 ft-kipsAP,,7j M, 4.614 ft -kips Toe design; Toe length 0.750 feet Reinforcing #4 bars • at < .' 18 inches o/c din d`8.000, inches AS 0.131 Max. soil pressure 1.392 ksf At face of wall 1.009 ksf Load factor MU 0.604 ft -kips 17 M„ 4.614 ft -kips Longitudinal footing reinforcement; AS required = Area' .002 AS min. 0.720 in 3 " #s bars As 0.930 int 4,V Lateral sliding 0 Rtop of wall 0.000 kips/ft Rbase of wall 0.451 kips/ft Calculate WDA' friction coefficient; Lateral sliding resistance 0.313 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? Yes Lateral passive pressure provided 0.075 kips/ft [Footing only] Net resistance provided by footing only 0.388 kips/ft [Footing only] Concrete slab at base of wall ? No Thickness Oi0:00`N .' inches Width of slab ;0'0004 feet Resistance provided by slab 0.000 kips/ft Total resistance 0.388 kips/ft Factor of safety 0.861 No good! Shear key required! Shear key must provide additional 0.288 kips lateral resistance Shear key provides 0.297 kips lateral resistance Calculate equivalent depth of key based on overburden; Bearing pressure (p) / soil weight Equivalent depth of shear key 4.552 feet [Maximum 15'] Allowable passive pressure 0.683 ksf [at bottom of footing] Allowable passive pressure 0.745 ksf [at bottom of key] Shear key depth inches Shear key thickness ;`1200: inches d inches Load factor Mo 0.107 ft -kips Reinforcing; 1 #4 bars , at inches o/c As 0.131 in21ft Mn 3.44 ft -kips Vertical reinforcing at 18 inches o/c 1 60 Concrete retaining wall Description Retainin'� General data Wall configuration Cantilevered 0;000„ feet Lateral load type Soil pressure *, . ksf Seismic/wind Backfill slope No slope 0.015 Soil weight - 05,10 kcf Loading k/ft w lateral at bottom of footing Wdl minimum klft f 0:000 kips/ft Wdl + Wil maximum 0?660 r kips/ft Equivalent fluid pressure 0U30 , kcf Sloping backfill surcharge User defined 0.000 kcf Total EFP ksf 0.030 kcf Surcharge Distance Surcharge P(kips) Description to wall(ft) height(ft) Vehicle 0, 0.505 feet Input surcharge height 0;000„ feet Uniform lateral load0{000' *, . ksf Seismic/wind w lateral at top of wall 0.015 klft w lateral at bottom of wall 0.255 k/ft w lateral at bottom of footing 0.285 klft Allowable design stresses Soil Class of materials (UBC) User defined Allowable bearing pressure 1.500 ksf 000 Allowable passive 0.150 ksf/ft depth - [12 Lateral sliding coefficient 0.250 250,, Concrete Masonry fc �s' �2�50Q -r . ksi f" s , 500 ; - , ksf f ,60;OO:Or , ksi fx40 OQO' ksf Er, 29000000 psi ES s 290000Q0' psi m 28.235 Em 1125000 psi weight .9Q0f't,,,�f n/f'Unit 9-60,k150'; kcf a Wall data Cantilevered wall may use varying thickness segments Segment; WAI Actual t Actual d Max (I 0.000 to 2 4.000 to 41 0.400 "0'0 '0'0 _ 101 T 8.0 0.400 '81DY 5.506 5.500 3 0.000 to .00. i6o .04, 0.000 'uu TO 0.000 Segment; b*d 2 M Load factor MU 363.000 3.045 7MT.7- t 5.176 2 192.000 0.441 fiy ""A 0.750 3 0.000 0.000 0.000 Segment I reinforcing: Factored design moment (Mu); 5.176 ft -kips Horiz. A, min. 0.240 int/ft -#s bars at 15 inches o/c Vert. A, min. 0.144 int/ft AS Vertical reinforcing used; #5 bars at &7!1,'M6 inches o/c 0.233 in/ft Mn 5.47 ft -kips Pb 0.018 0.751)b 0.013 Amax 0.882 in 2 /ft When wall is designed as restrained - check moment at base of wall during backfill operations, or provide shoring until floor slab is in place. Segment 2 reinforcing, Factored design moment (Mu); 0.750 ft -kips Horiz. A, min. 0.240 int/ft #5 bars at 15 inches o/c Vert. A, min. 0.144 int/ft A, Vertical reinforcing used; #5 bars at inches o/c 0.233 in/ft Mn 3.90 ft -kips Segment 3 reinforcing: Factored design moment (M j; 0.000 ft -kips Horiz. A, min. 0.000 int/ft None at 0 inches o/c Vert. A, min. 0.000 int/ft AS Vertical reinforcing used; None at inches o/c 0.000 int/ft M" 0.00 ft -kips Footing design kips 2.333 Toe length 2 000: r feet Safety factor 1.971 Heel length 1.663 feet Soil pressure 1.485 Total footing length (L) 430 feet ft -kips Footing depth 1;2000' . inches 2.333 Overturning and soil pressure; 0.933 ft -kips Consider ftg depth for gross OTM and sliding ? ves 2.333 Design overturning moment (OTM) 4.259 ft -kips Summary of dead loads; kips 2.333 WDL Arm Moment WDL min. 0.000 kips 2.333 feet 0.000 ft -kips WDL+WLL 0.660 kips 2.333 feet 1.540 ft -kips Segment 1 0.400 kips 2.333 feet 0.933 ft -kips Segment 2 0.400 kips 2.333 feet 0.933 ft -kips Segment 3 0.000 kips 2.333 feet 0.000 ft -kips Soil 1.464 kips 3.498 feet 5.121 ft -kips Footing 0.650 kips 2.165 feet 1.406 ft -kips WDL min. 2.913 kips MDL min. 8.393 ft -kips WDL+WLL 3.573 kips MDL+MLL 9.933 ft -kips Check safety factor against overturning; MDL min./OTM 1.971 > 1.5 Ok! Eccentricity (e) 0.577 feet [A/2-( M-OTM/ WJ U6 0.722 feet L' 4.764 feet [3'U2 -el Resultant within middle third of footing Maximum soil pressure 1.485 ksf [ Wtl/A + 6'Wtl"e/A^2 J Minimum soil pressure 0.166 ksf Mbase 2.197 ft-kips/ft 41 412 Footing reinforcement Heel design: Vertical reinforcinqaacinq 16 inches Heel length 1.663 feet Reinforcing 54 bars at -16 inches o/c d �S:QQ -., inches Load factor AS 0.147 inZ/ft M„ 2.069 ft -kips Mn 5.178 ft -kips Toe design; Toe length 2.000 feet Reinforcing #5 bars at �, 6, inches o/c d ' '11.81:001 ` ` inches AS 0.233 in2lft Max. soil pressure 1.485 ksf At face of wall 0.862 ksf Load factor MU 4.342 ft -kips �7 •' Mn 8.084 ft -kips Longitudinal footing reinforcement: AS required = Area * .002 AS min. 1.247 in x `:.4 AS ®int _ 1 � Lateral sliding Rtopofwall 0.000 kips/ft Rbase of walk 1.351 kips/ft Calculate Wog *friction coefficient; Lateral sliding resistance 0.728 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Allowable lateral passive pressure 0.150 ksflft depth Consider footing for passive resistance? Yes Lateral passive pressure provided 0.075 kips/ft [Footing only] Net resistance provided by footing only 0.803 kips/ft [Footing only] Concrete slab at base of wall ? No • Thickness �'a inches Ell Width of slab Ow feet Resistance provided by slab 0.000 kips/ft Total resistance 0.803 kips/ft Factor of safety 0.594 No good! Shear key required! Shear key must provide additional 1.224 kips lateral resistance Shear key provides kips lateral resistance Calculate equivalent depth of key based on overburden; Bearing pressure (p) / soil weight Equivalent depth of shear key 6.116 feet [Maximum 15'] Allowable passive pressure 0.917 ksf [at bottom of footing] Allowable passive pressure 1.092 ksf [at bottom of key] Shear key depth a�01' .orches Shear key thickness 1i2?007 inches d6t00` ; inches Load factor M„ 1.196 ft -kis Reinforcing; #4 bars at 6 ut. inches o/c As 0.147 int/ft Mn 3.85 ft -kips Vertical reinforcing at 16 inches o/c (4 6� Concrete retaining wall Description f2eta lning wall;atxgarage' '. •1,2' retained�.�r. General data Wall configuration Cantilevered Lateral load type Soil pressure Backfill slope No slope • Soil weight 0 1Q-'�7;• kcf Loading Wdl minimumMkcf kips/ft Wdl + WII maximum kipslft Equivalent fluid pressure Sloping backfill surcharge 0.000 kcf Total EFP 0.030 kcf Surcharge Distance Surcharge P(kips) Description to wall(ft) height(ft) r�` a2A00%� Vehicle 0.505 feet Input surcharge height ffl00feet Uniform lateral load ksf Seismic/wind w lateral at top of wall 0.015 k/ft w lateral at bottom of wall 0.375 k/ft w lateral at bottom of footing 0.405 k/ft Allowable design stresses Soil Class of materials (UBC) s'`4.T4, User defined Allowable bearing pressure 1.500 ksf Ebki Allowable passive 0.150 ksf/ft depthLateral sliding coefficient 0.250 Concrete Masonry f� }2500�.y k s i fm 1 k500 ksf fy x,60 0,00 ksi fy 40`OzQ07 - ksf Es 29000000 psi ES29QOQQOQ:; psi m 28.235 Em 1125000 psi " i 00 ' Unit weight 4�OF1,SQb y kcf _ t Wall data Cantilevered wall may use varying thickness segments 5egmenr,wd, Actual t Actual d Max. d 1 0.000 to 0.750 000: '7759 7.500 2 6.000 to 1LkuM r 0.750 10�OOtit N 5100 7.500 3 0.000 to ; . 'q00.; r. 0.000 ; ., 0:00, {, 0.0 ;� 0.000 Segment; b*d2 M Load factor MU 1 675.000 9.731 ;+1700' 16.543 2 300.000 1.353 r7Q0` 2.300 3 0.000 0.000 " 1700` ` . 0.000 Segment 1 reinforcing; Factored design moment (Mu); 16.543 ft -kips Horiz. AS min. 0.300 int/ft #5 bars at 12 inches o/c Vert. AS min. 0.180 int/ft As Vertical reinforcing used; #8 bars at, X1;6 `, inches o/c 0.593 int/ft M, 18.14 ft -kips Pb 0.018 0.75pb 0.013 Amax. 1.203 int/ft When wall is designed as restrained - check moment at base of wall during backfill operations, or provide shoring until floor slab is in place. Segment 2 reinforcing; Factored design moment (M j; 2.300 ft -kips Horiz. AS min. 0.300 int/ft #5 bars at 12 inches o/c Vert. As min. 0.180 int/ft As Vertical reinforcing used; #5 bars at 18 'j inches o/c 0.207 int/ft Mn 4.42 ft -kips Segment 3 reinforcing: Factored design moment (M j; 0.000 ft -kips Horiz. AS min. 0.000 in21ft None at 0 inches o/c Vert. AS min. 0.000 in21ft AS Vertical reinforcing used; None at 18' inches o/c 0.000 int/ft M, 0.00 ft -kips I s 1 Footing design Toe length ?83t).. feet Safety factor 2.015 Heel length 2.007 feet Soil pressure 1.427 Total footing length (L)6.'6. q feet �� Footing depth "'1231)O.Ox inches Overturning and soil pressure; Consider ftg depth for gross OTM and sliding ? ves Design overturning moment (OTM) 12.265 ft -kips Summary of dead loads; WDL Arm Moment WDL min. 0.000 kips 4.247 feet 0.000 ft -kips WDL+Wu 0.660 kips 4.247 feet 2.803 ft -kips Segment 1 0.750 kips 4.247 feet 3.185 ft -kips Segment 2 0.750 kips 4.247 feet 3.185 ft -kips Segment 3 0.000 kips 4.247 feet 0.000 ft -kips Soil 2.649 kips 5.667 feet 15.010 ft-kips- t-kipsFooting Footing1.001 kips 3.335 feet 3.337 ft -kips WDL min. 5.149 kips MDL min. 24.717 ft -kips WDL+WLL 5.809 kips MDL+MLL 27.519 ft -kips Check safety factor against overturning; MDL min./OTM 2.015 Eccentricity (e) 0.709 U6 1.112 L' 7.877 Resultant within middle third of footing Maximum soil pressure Minimum soil pressure Mb. > 1.5 Ok! feet [Al2-( M-OTMI W) feet feet [3*U2-e[ 1.427 ksf 0.315 ksf 8.145 ft-kips/ft [ WtIIA + 6*Wtl*e/A^2 J 41 Footing reinforcement Heel design; Vertical reinforcing spacing 16 inches Heel length 2.007 feet Reinforcing #s bars at 16 inches o/c d f. 8�OO:x,.: inches Load factor AS 0.233 int/ft M,, 4.518 ft -kips Mn 8.084 ft -kips Toe design; Toe length 3.830 feet Reinforcing #8 bars at <F : , 16, inches o/c d , EM8QOt)- z . inches AS 0.593 int/ft Max. soil pressure 1.427 ksf At face of wall 0.733 ksf Load factor MU 14.905 ft -kips Mn 19.471 ft -kips Longitudinal footing reinforcement; AS required = Area *.002 min. A,�r�7 1.921 int �^£ ```,�' '�� #5 bars � AS 2.170 in' 61 Lateral sliding Rtov of wall 0.000 kips/ft Rbase of wall 2.732 kips/ft Calculate WOE' friction coefficient; Lateral sliding resistance 1.287 kips/ft For class 5 soils; Lateral sliding resistance 0.000 0.000 kips/ft Allowable lateral passive pressure 0.150 ksf/ft depth Consider footing for passive resistance? Yes • Lateral passive pressure provided 0.075 kips/ft [Footing only] Net resistance provided by footing only 1.362 kips/ft [Footing only] Concrete slab at base of wall ? No • Thickness + " inches Width of slab 000.0 . feet Resistance provided by slab 0.000 kips/ft Total resistance 1.362 kips/ft Factor of safety 0.499 No good! Shear key required! Shear key must provide additional 2.736 kips lateral resistance Shear key provides 2.865 kips lateral resistance - Calculate equivalent depth of key based on overburden; Bearing pressure (p) / soil weight Equivalent depth of shear key 7.018 feet [Maximum 15'] Allowable passive pressure 1.053 ksf [at bottom of footing] Allowable passive pressure 1.403 ksf [at bottom of key] Shear key depth Shear key thickness ",,'�28710-0iinches 'inches inches Load factor Mo 5.952 ft -kips Reinforcing; #5 bars at - inches o/c As 0.233 int/ft Mn 5.99 ft -kips Vertical reinforcing at 16 inches o/c When recorded return to: County of Butte Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965-3397 . _ _ f.. ,: Ilil �,ll IIS � Ilil I II it Ilil I Illi IlI�I Recorded I REC FEE 25.00 Offi tial Reeords I CONFORM .00 County Of I purr. I CANDACE I GRUBBS I Recorder I ROSEMARY DICKSON I '155istadt I Karen 12:23GM 2E -Run -2003 I Page 1 of 7 Space above for Recorder's Use Owner Name: Gary Wayne Mount and Vicky Lee Mount Building Permit No: 03-1824 �L DEED RESTRICTION AND NOTICE OF LIMITED USE FACILITY I. WHEREAS, on this 22nd day of August, 2003, Gary Wayne Mount and Vicky Lee Mount, hereinafter referred to as owner(s), are the record owners of the following real property: 3510 Sunview Road Paradise, CA 95969 and AP# 041-650-001, and as further set forth in Exhibit "A" attached hereto and hereby incorporated by reference, hereinafter referred to as "the subject property"; and II. WHEREAS, the Building Division of the Butte County Department of Development Services is acting on behalf of the People of Butte County; and III. WHEREAS, the owner applied to the Building Division for a building permit in order to develop the subject property described above; and IV. WHEREAS, Building Permit No. 03-1824 was applied for on June 20, 2003 by the contractor in accordance with the provisions of the Butte County Code and the California Building Code; and V. WHEREAS, the use allowed by Building Permit No. 03-1824 has been reviewed and approved for only the limited purposes set forth below; and VI. WHEREAS, it is intended that this Deed Restriction and Notice of Limited Use Facility shall constitute an enforceable restriction and remain in effect until a new application for a different use has been approved; and VII. WHEREAS, Owner acknowledges that Owner will comply with the limited use restrictions that were incorporated in reviewing and approving Building Permit No. 03-1824 which enabled Owner to undertake the limited use authorized by this permit. NOW, THEREFORE, with the issuance of Building Permit No. 03-1824 to Owner by Butte County, Owner hereby affirms Owner's desire to develop a limited use facility, as set forth below, which establishes restrictions on the use and enjoyment of this limited use facility. The undersigned Owner, for himself/herself and for his/her heirs, assigns, and successors in interest, acknowledges and agrees to those restrictions. This limited use facility shall be utilized in compliance with those limitations prescribed by the California Building Code occupancy classification assigned by the building official, except the following uses are not allowed: sleeping, cooking, any use except household storage. Additionally, the space will not be heated and or cooled and will remain unfinished. Unfinished spaces shall not be occupied until permits are obtained, inspections completed, and approval granted for occupancy. If any provision of these restrictions is held to be invalid or for any reason becomes unenforceable, no other provision shall be thereby affected or impaired. This deed restriction and notice of limited use facility shall remain in full force and effect during the period that this permit, or any modification or amendment thereof, remains effective, and during the period that the development authorized by this permit, or any modification of this development, remains in existence in or upon any part of, and thereby confers benefit upon, the subject property described herein, and to that extent, this deed restriction and notice of limited use facility is hereby acknowledged and agreed to by Owner to restrict the use and enjoyment of this limited use facility and shall be binding on Owner and all his/her assigns or successors in interest. Owner agrees to record this Deed Restriction and Notice of Limited Use Facility in the Recorder's Office for the County of Butte as soon as possible after the date of execution. This document shall be recorded and returned to the Butte County Department of Development Services, Building Division prior to the issuance of Building Permit No. 03-1824. u 1 Yui DATE:% 7 , 20 c 3 Owner Signature: Owner Signature: Print or Tvpd Name of Above NOTE TO NOTARY PUBLIC: If you are notarizing the signatures of persons, signing on behalf of a corporation, partnership, trust, etc., please use the correct notary jurat (acknowledgment) as explained in your Notary Public Law Book. STATE OF CALIFORNIA . SS. COUNTY OF BUTTE On ZUJ before me, Public, perWonally appeared 0121 U 1 Notary personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s�whose name(, is/awsubscribed to the within instrument and acknowledged to me that he/sk>a4hoy executed the same in his/heFAheir authorized capacity(iw), and that by his/herHheir signature(s�on the instrument the person; or the entity upon behalf of which the person* acted, executed the instrument. WITNESS my hand and official seal. Signature STATE OF CALIFORNIA SS. COUNTY OF BUTTE' ) 0 TWILA DELMAR g COMM. # 1369973 O NOTARY PUBLIC -CALIFORNIA BUTTE COUNTY 0 1� e COMM. EXP. AUG. 13, 2006 (Seal) , Notary. / , persema+ty-krro in to r� (or proved to me on the basis of satisfactory evidence) to be the person..("hose name(,'] is/Wesubscribed to the within instrument and acknowledged to me that J;Wshe/thoy executed the same in his/her/their authorized capacity#es), and that by -hWher/th& signature(_,+an the instrument the persopffs), or the entity upon behalf of which the person, acted, executed the instrument. WITNESS my hand and official seal. ignature *-TWILA DELMAR 0 COMM. # 1369973 NOTARY PUBLIC -CALIFORNIA+ 2 BUTTE COUNT 0 P. AUG. 13, 2006' r �ry� Cj This is to certify that the Deed Restriction set forth above is hereby acknowledged by the Director of the Department of Development Services and that Butte County consents to its recordation thereof. , II Yvonne nstopl�br! Director Departm nt Development Services STATE OF CALIFORNIA ) SS. COUNTY OF BUTTE ) On a,5 - d -g ';D3 before me to Orfs Notary Public, rsonally appeared v vt ✓l " S •2 r , personally known to me (or-preve the actefy-evidet ) to be the person* whose name(.&) is/afe-subscribed to the within instrument and acknowledged to me that he/she/they executed the same in-hm/her/their-authorized capacity(ies , and that by tft/her/tiett-signature(e -on the instrument the persons} or the entity upon behalf of which the person{eyacted, executed the instrument. 4myconn.pipk WITNESS my hand and official seal. UOLORES A HORN _y CommMlon # 1415610 j Notary Public=Callomb l� Moy I: 2001 Signature (Seal) Preliminary Report Description Order No. BU -205979-2 CH The land referred to herein is situated in the State. of California, County of Butte, and is described as follows: PARCEL I: LOT 9, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. APN 041-650-001-000 PARCEL I A NON-EXCLUSIVE RIGHT AND EASEMENT OF ENJOYMENT IN AND TO LOT A, INCLUDING INGRESS AND EGRESS, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MOUNTAIN OAKS ESTATES, A PLANNED UNIT DEVELOPMENT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON DECEMBER 29, 1994, IN BOOK 135 OF MAPS, AT PAGE(S) 60, 61, 62, 63 AND 64. PARCEL III: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT AND OR EXPANSION OF SANITARY SEWER PIPE LINES, STORAGE FACILITIES, IRRIGATION FACILITIES, THE RIGHT TO UTILIZE THE FOLLOWING DESCRIBED EASEMENT TO RECEIVE IRRIGATION WATER FROM SAID FACILITIES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18 AND SECTION 19, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID POINT OF BEGINNING ALONG THE WEST LINE OF SAID SECTION 18 NORTH 000 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 900 00' 00" EAST, 910.00 FEET; THENCE SOUTH 000 00' 00" WEST, 1145.07 FEET TO CONTINUED Preliminary Report Order No. BU -205979-2 CH PARCEL III: CONTINUED THE NORTHERLY RIGHT OF WAY LINE OF MESSILLA VALLEY ROAD; THENCE ALONG SAID NORTHERLY LINE SOUTH 330 37' 10" WEST, 67.22 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE NORTHWEST HAVING A RADIUS OF 270.00 FEET; THENCE ALONG SAID CURVE 334.66 FEET THROUGH A CENTRAL ANGLE OF 71° 00' 00"; THENCE NORTH 751 21' 50" WEST, 441.81 FEET TO THE BEGINNING OF A CURVE CONCAVE TO THE SOUTH; THENCE FOLLOWING SAID CURVE ALONG A RADIUS OF 430.00 FEET, THROUGH A CENTRAL ANGLE OF 190 43' 17" AN ARC DISTANCE OF 148.01 FEET TO THE WEST LINE OF SAID SECTION 19; THENCE LEAVING SAID NORTHERLY RIGHT OF WAY LINE ALONG SAID WEST LINE OF SECTION 19, NORTH 00° 38' 14" WEST, 368.93 FEET TO THE POINT OF BEGINNING. PARCEL IV: AN EASEMENT GRANTED IN PERPETUITY BEING NONREVOCABLE AND ALSO BEING TRANSFERABLE BY THE GRANTEE TO ANY INDIVIDUAL, CORPORATION, PARTNERSHIP, OR PUBLIC BODY OR AGENCY. SAID EASEMENT IS FOR THE INSTALLATION, MAINTENANCE, REPAIR, REPLACEMENT, AND OR EXPANSION OF SANITARY SEWER PIPE LINES AND ALL OTHER APPURTENANCES TO SAID USES INCLUDING INGRESS AND EGRESS, IN, OVER, ACROSS AND UNDER THE FOLLOWING DESCRIBED PARCEL. ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE COUNTY OF BUTTE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: BEING A PORTION OF SECTION 18, TOWNSHIP 21 NORTH, RANGE 4 EAST, M.D.B. & M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: A SANITARY SEWER EASEMENT 30.00 FEET IN WIDTH LYING 15.00 FEET ON EACH SIDE OF THE FOLLOWING DESCRIBED CENTERLINE: COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 18, SAID CORNER BEING MARKED BY A STANDARD DEPARTMENT OF WATER RESOURCES MONUMENT AS SHOWN ON THAT CERTAIN MAP RECORDED IN BOOK 42 OF MAPS, AT PAGE(S) 6, BUTTE COUNTY RECORDS; THENCE LEAVING SAID COMMENCEMENT POINT ALONG THE WEST LINE OF SAID SECTION 18 NORTH 000 05' 47" WEST, 820.00 FEET; THENCE LEAVING SAID WEST LINE SOUTH 900 00' 00" EAST, 704.27 FEET TO THE TRUE POINT OF BEGINNING FOR THE FOLLOWING DESCRIBED CENTERLINE; THENCE LEAVING SAID POINT OF BEGINNING NORTH 090 27' 14" EAST, 269.26 FEET; THENCE NORTH 150 00' 04" EAST, 391.45 FEET; THENCE NORTH 050 32' 19" EAST, 187.07 FEET; THENCE NORTH 33"13' 45" EAST, 143.71 FEET; THENCE NORTH 680 49' 57" EAST, 201.63 FEET; THENCE NORTH 75° 48' 47" EAST, 151.14 FEET; THENCE SOUTH 81° 37' 06" EAST, 235.74 FEET TO A POINT IN THE NORTHEASTERLY LINE 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 102 OF MAPS, AT PAGE(S) 25, SAID NORTHEASTERLY LINE BEING LABELED NORTH 340 25' 58" WEST, 143.34 FEET ON SAID MAP. SAID POINT BEING THE TERMINUS OF THE HEREIN DESCRIBED CENTERLINE. mvT 51 1 INUM Revisions: Plot date: O N 1. All flashing shall be 26 ga. gale. iron unless otherwise note outside. GUTTERS AND DOWNSPOUTS REINFORCING STEEL AVEMENT 0 �- GENERAL NOTES 1. Gutters shall be`3 1/2" seamless galvanized metal fascia, install - 1. Reinfo cin steel to conform to ASTM A615 and be intermediate deformed 1. All outlets in bathrooms, dressing rooms, kitchen counters, and at over fascia board. Downspouts to be 2"x3"std. P 2 Flash and counter ' tions. Provide alv. flashing at all wood / concrete connec 3. g rade bars - type N rade 40. g YP g Q i 1. All work on this project shall conform to the 1997 editions of the " around all structures is to be away from buildings at 1/4 per foot 2. Unless noted, reinforcement bars to be lapped minimum 40 bar Install, holdowns per manufacturers specifications. Unless P I, _ UBC, 2003 CBC, 2000 UMC and UPC and the 1999 edition of the NEC and FIRE STOP NOTES diameters. 4 2. any of her applicable count and/or cit codes and ordinances. Y noted otherwise, holdowns shown adjacent to a window or a door 3. Bends in reinforcement shall be in accordance with ACI 318-89. (Lj 2. not scale drawings. Written dimensions are to be used, do g en 1. Fire -stopping shall, provided to cut off all concealed draft P 4. All dimensions shown for locations of reinforcing steel are to with Owner:-� _._._ _..:. 3. Specific information on the drawing differing from these notes t� openings (both vertical -and horizontal) and shall form a barrier O face off bar and denote clear coverage. Unless specifically ' c7 shall apply. 3. between a top story and roof space, and in the following specific 2. noted �therwise, concrete coverage shall be 3" where concrete ,' �: 4.. The contractor shall verify site conditions and their correlations � locations: is placed directly against earth, and 21, where concrete is all dimensions are to face of stud, face of concrete, or face of 4. outlets. Smoke detectors shall be provided in compliance with local building with the drawin s. g have a holdown. A. in exterior or interior stud walls, at ceilings, " Z expose to earth but is against forms. Slabs on grade shall 1S) `� X 5. In the event certain features of the construction are not fully B. In all stud walls and partitions, including furred spaces, so. have reinforcing at mid -depth unless otherwise noted. ROIIGH CARPHN7.'RY shown on the drawings or called for in the notes, then their V placed that:the maximum dimension and any concealed space is 5. Splicels in continuous reinforcing shall have a lap of 40 bar ENERGY NOTES construction shall be the same character as for similar Electrician shall install all built-in appliances. not over 10,feet. ` diametlars minimum in concrete construction except where shown ; .of b conditions that are shown or called for and shall be approved Y } C. Any other locations not specifically mentioned above, such as otherw'se. Horizontal laps in adjacent bars shall be staggered minimum. 6. Provide 110 V outlet and switched light within 25' of HVAC unit. for 1. the architect. holes for pipes, shafting, behind furring strips and similar 5'-0" Vertical bars shall be,one piece full -height. 6. The drawings represent the finished structure. Unless otherwise All exterior doors and windows shall be weatherstripped. places_ which could afford a passage for flames. P 'assemblies service. _., . µ and erection indicated on the Drawings, install wood blocking *, indicated, they do not indicate the method of construction. 2. Penetrations of rated shall be fire -stopped. PPed. Fire o 2. All joints and penetrations in exterior walls, floors, and ceilings ] P 7. All walls to be 2 x 4 studs at 16" o.c. U.O.N. stopping shall be an approved material as prescribed by the State r - a. Bedroom window finished sill height to be 44" maximum'@ egress g Fire Marshall, shall be caulked and sealed. I in the kitchen, dining room, or similar area of a dwelling unit, 2• Structulral framing shall be-douglas, fir of the grades g windows. r� t O r- 9. exhaust fans as ranges, and clothes dryers to be.vented to. 1,11 e g g ELECTRICAL NOTES s -- - _ Revisions: Plot date: O N 7. Exterior win ows, a g g: levels attached U -values of doors or windows shall meet Title 24 for all bedroom outlet circuits. as noted on foundation plan, bolts shall be within 12" of end 1 � O � of each piece. Each sill shall receive at least two bolts. k calculations. „ " „ i (D M U a: Title 24 Installation Certification form CF -6R shall be posted vENTILATiON Each bdlt to receive a 2 x 2 x 3/16 sq. steel washer. Th s more stringent criteria is O O prior to issuance of Certificate of Occupancy. informAti.on will govern unless g 1. -Provide attic ventilation at areas with attic. ,Venting to be ata n plans. k 9. Ducts to be constructed per U.M.C. . indicated o p the C.E.C.. Water ratio of 1,300. At least:50. of the required vent area shall be les in wood -or steel shall be 1/1611 larg,r than bolts. : 10. .Water heating equipment shall be certified by ,4. Bolt hd ' ' - " he water provided b attic vents located at least 3 ft.' above the eave vents ' � heater ever factor to .GO minimum. Pipe within 5 0 of P, Y 5. All nuts shall be tightened whem placed and re -tightened prior --- heat energy withi the balance of the required ventilation provided b the eave • hall be insulated with R-4 �N P Y to a lication of finish or at completion of job. r heater (in unconditioned space) s PP vents. 6• Framing hardware shall be 'Simpson STRONG -TIF or approved insulation. C-2003. .., e 2. Provide 611x14" galvanized vents at areas with crawl space. equal,Iwith connectors as specified. in Catalog NO.C-2003. equipment ener ratin : AFUE .90 for the furnace. SEER Venting to be at a ration of 1:150. Locate vents close to corners. Install connectors with nails and/or bolts as indicated in the - '- 11. Mechanicalenergy g and on at least two opposite sides to provide cross ventilation. catalog ... 12 for the cond. space with R-4.2 minimum' Cover vents with 1/4" corrosion resistant wire mesh. 7, Wall top plates shall have joints at a stud centerline. - 12. Insulate all. ducts in unconditionedp - - - - -- - - - - - - - - - - - - - - - - - - - - - - - insulation. _ -- 11 windows to be lowE2 dual lazed with vinyl frames. HEATING, COOLING AIR CONDITIONING ANTTRACTUREDITRIISSES 13 . A g M 14 Lams used in luminaries for general lighting in kitchens and P per 1. The heat loss and heat gain of the air conditioned portion of the ! and calculations to Architect and Building bathrooms shall have an efficiency of not less than 40 lumens p 1. Submit plans a fluorescent building shall be determined by a licensed heating and air Department prior to installation. I Er conditioning ) --- .....,,.. - - conditionin contractor or engineer. Such person shall assume all P calculations for roof trusses shall be I - � .. 2. Truss details. and calcu ( � responsibility for adequately heating and cooling the building. prepared and signed by a California Registered Civil Engineer I i 2. The systems shall be properly balanced by the Mechanical substantiating adequacy of trusses to support dead plus live contractor. GLAZING 3. It shall be the responsibility of the Mechanical contractor to loads. WINDOW NOTES ' I TREE _ verify,in the field that registers, ducts, etc. are not located so LUED-LAMIPTA BEAMS 1. Doors, windows, and shower doors within hazardous areas to be: as to cause subsequent damages to structural members in the I impact resistant glass. framing. LJ „ within ,..1 Materials, manufacture and quality control of glued -laminated 2. All glass less than la above adjacent walking surfaces or wit 4. All electrical disconnects, service wiring and conduit shall be 24" radius of door amts in closed position shall be .full beams shall be in accordance with ANSI/RITC A190.1. ] P y made by .the -electrical contractor. Control devices and their Fabrication shall be in an approved fabricators' shop. I DOUN tempered. installation shall ,be by: the Mechanical contractor. !' combinations shall. meet the requirements of 3. All window frames to be set in full bed of mastic. Lap building 5• provide R/A grille with filter. 2 Laminating wrap over window flange except at sill. ANSI/AITC A190.1, and shall provide the design values equal to ❑ DECK I A g P 6: �►11 HVAC registers diffusers to have adjustable dampers. 'I. 7. Provide dual setback them.ostats. ' or exceeding the values noted in table 23 -I -C-1,'1997 Uniform STREET NUMBERS S. All exhaust fans to have backdraft damper and a minimum of 4 full Building Code for the appropriate combination or"thi d r the P plans. Unless otherwise noted,,,beams•used for: this project I ' • air cha�iges per hour. vent. to outside air.DF/DF.I 1 1. Provide a prominent identification number at each unit not less 9, Provide condensingunit on concrete ad. Confirm size and location. shall be 24F -v4, r than 4" in height and which is easily visible from vehicular and or • P 3. Glued -Laminated members` shall bear a Qualit}. Mark and a ) I I g 10. See plan for location of HVAC unit. Confirm size and location. Certificate of Conformance must be provided to indicatof pedestrian traffic: conformance with ANSI/RITC A190.1. This Certificate PINTS FI CA1tPENTRY TREE DOOR AND HARDWARE NOTES Conformance shall be submitted to the field inspector prior to Li and required for finish woodwork completion of the. framing inspection. ications and not 1. Perform all work necessary qu - 1. All exterior and interior door hardware to be as selected by owner. 4. Glued -Laminated members used in exterior appl including, but limited to: Exterior and interior hardware finish to be as selected by owner. protected rom moisture shall be Alaska Yellow Cedar. I i .. A. Interior trim and millwork.. Key all exterior doors alike. B. Similar assemblies of finish wood..:. .� Combination: 20F -V12 AC/AC, Fb=2000 psi, MOH=1,00,000 psi, fc - I locks to be provided a Master bedroom all bathroom doors . - - - -- --- 2. Privacy loc p _- (ne- �=560._PS_1_� 3. Provide 1 1/2 pair butts per door. C. Hanging interior doors. PLYWOOD NOTES /�I �•�: 4. Each door to be provided w/ door stop. D. Installation of manufactured items not specifically noted to I ( IY� 3. BELJPOOr� _ be installed by others. ' 2. Materials: 1. GENERAL PROVISIONS I RESIDENCE jZZ1tYWALL A. Identification requirements - each panel shall be RESIDE CE N A. Cleats and hook strips: Pine. identified with the appropriate trademark of the American 1. All sum board seams to be taped. Texture walls and ceilings with. B. Closet shelves 1 x 12 particle board. Plywood Association, and shall meet the requirements of o , I o gypsum Yw light knock -down finish typical U.N.O. C. Windows to be brimmed in wood on all sides and painted, the latest edition of U.S. Product Standard PS -1 or one FO 2. Install,green board at all wet areas. 3. All millwork shall be fabricated and assembled from measurements of APA's Performance Standards. `10 . g COND.-UNIT •- 3. Install metal edge at all exposed exterior corners. taken at the site. B. Panel thickness, grade and Group number or span -rating 4. Cut all openings for outlets, switches etc., score knock -out 4. Casing trim, Cleats, etc.: Apply with appropriate size nails shall be at least equal to that shown on�the drawings. i I method will not be used. countersunk and filled. A11 materials shall be applied to solid Application shall be in accordance with recommendations 5. Gypsum board to be painted with rimer coat prior to texturing, backing or applied.with appropriate fasteners. f the American Plywood Association. 6. Wrap all windows 3 ides with gypsum board. 5. All interior trim, casing etc. to be painted, finger -joint. Nails at plywood panels shall have 3/8" edge distance and 7. Fasteners shall conform with UBC table 25-G and shall be applied in 6. All new cabinets shall be Oak, stain rade.,Verif material and y C. P _ I PP g y nail heads .shall not penetrate face ply. such a manner as not to fracture the face paper with the fastener finish with owner. D. plywood panels shall -butt at centerline of single head. Fasteners shall be spaced a minimum of 3/8 inch from edges supporting member with edge nailing from each panel into . PP I I . and ends. J?LUMBING that member. S. All edges and ends shall occur on the framing members, except those E. No piece of plywood, floor, or wall sheathing shall be I I edges and ends which are perpendicular to the framing members. 1. The drawings are schematic and indicate the systems and equipment less than 12" in least dimension. 9. Fire -rated assemblies shall have joints treated (taped). to !be used. Plumbing contractor shall verify clearances, shall lay SHEATHING 2. ROOF S out and coordinate the plumbing work with the work of other trades, A. panel roof .sheathing shall be APA RATED SHEATHING EXP 1, An,7G and shall confirm the location of and install sleeves and hangers in as per drawings. Install with the long ���,�,'����'�^ �-'aGf;� GAL. SEPTIC P size nailing P .I . l so ` that work of other contractors is not delayed. f the " panel across supports, except where ANK o/ PUMP dimension o m 1 tion of the 2 . Install ate valve at service entrance to building. \ 1. Perform all work necessary and required for cope g g noted, and with panel continuous over. two�r-more"�Pans'. � project as required to complete the finishing of the buildin 3. All. fixtures shall.be supplied with hot and/or cold water, waste „ 5 p ] qu mp• g g• PP Allow 1/a spacing at pamel ends, and 1%i" spacing at ii i - - - - - Painting of electrical work in finished areas of the building and and. vent piping as required. Waste and soil lines shall comprise a panel edges. cone lete sanitary system from each fixture to, and connected with ; l , i access doors is included. P rY Y 3. SHEARWALLS PROVIDE 2. No painting or finishing shall be started until the surfaces to be the waste system, A. panel wall sheathing shall be APA RATED SHEATHING EXP 1, �ii R/V DUMP J�d P g r finished are in proper condition in every respect. 4. All waste lines shall have a continuous fall of 1/4" per foot size k riailin per drawin s. Allow 1/8";spacing at all I �_____________________ _________ ____-__-__ _ \ painted o P P ed a 'rani g -- / -- --- -----i---- - A Application of first coat shall constitute acceptance, inside the building. panel end and g ] ISI PP surfaces shall be sanded and dusted clean. Putty all nail 5. Cleanouts shall be placed to service waste system in accordance : - -�--- -- 3 . Wood su-.,�..._.._.._.._--�---__�....... __._, ._._ I i I � , � i� CONC. DRIVE holes, cracks, etc. after first prime coat. with applicable codes and best plumbing practices. No underfloor` MAILING SCHEDUt,g iiI I,i ss areas stucco surfaces floors walks, hardware, and cleanout shall be located more than 20 feet of an access door, trap 4. Leave all glass an other surfaces clean and free of paint, stain, spatterings, door, or crawl hole. Exce t as noted on the Drawings, nailing shall be as specified: i����i i.IIII \ smears smud es which are the result of these operations. Replace 6. Approved backflow prevention devices shall be provided on hose P ,iii,, , , , i , g ......3-8d ,iii, i l i i an lass damaged in an way. bibbs. . Y g g Y Y _ Joist to sill or girder, .................. . _..:..... ._.__._ _.---- . ,iii 'Bridging to joist, toenail each end ............... .......2-8d .......2-8a , i � 1" x 6" subfloor or less to each joist, face nail. ( � � _-.. „ „ each joist face nall......3-8d Wider than 1 x 6 subfloor to ea ] ----\ ----"� . r blind and;face nai ......2-16d i i i, i 1. No carpet shall be laid until surfaces to receive it conform to the. 2' subfloor to joist or girder, �i i� ,iii,, \ spec Sole plate to joist or blocking, �� i i � i i � i � MUTE: FINISH FLOOR HEIfsHT manufacturer'sP r m ....., ............lid at 16 o.c. V ---------- 1 be installed wall to wall, smooth and free f o typical face nail.............. i I I CONNECT T� TO 15E LEVEL WITH ROAD. 2. Carpet shall pESTGN LOADS defects. Sole late to joist or blocking, i COMMl�N11`Y SEWER �� �- ------UTIt IE6 - wrinkles, frays, lumps or other de P Zone 3 at braced wall panels ...............,'.............3;... per 1611�,�ii ------ - - 3. Carpets to be selected by owner. Seismic...... .......:.. P .... .... .... - _. wi.nd.......... ........ MPH Top plate to stud, end nail........ .... .. , • . 2 16d � *' ..................... ...4-ad,toenail, or 2-15d, end nail ,,'I�/ I,E ..40 PSF Stud to sole plate... - A ONEb O - Floor Live Load ...................... - - - - - - - i ......16 PSF .... .16k1 at 24"o.c• '� - - • „ Double studs, face nail.. Roof Live Load............ .. ........ � 1.' wall, counters, showers and misc.tiles to be selected by owner.' Doubled top plates, typical face nail.. .16d at 16 o.6 ..................... 0, la splice ..... .E/IIiIM .nW �� . Tile to be set over grout bed. CONCRETE NOTES Double top plates, P Blocking between joists or rafters 2. Grout color to be selected by owner. 1 O. 3. Floor the to be thin set. to top plate, toenail...... .. 3-8d If " 1. Concrete shall have a minimum compressive strength at Y I ' ...ad at 6° o.c. and a maximum slump of: Rim joist to top plate, toenail ............... FLASHING h ..2500 psi Slump........ 4" Top plates, laps and intersections, face `nail.....'.......2-16d A -O Strengt P 1alut7 Construction joints shall be prepared to expose clean, solidly Continuous header, A 2. f - 16d at 16" o.c.'alcng each edge U m = U G�aSV-D'ARCy�l k No. 8693 �r REN 1003 r 1A 1. All flashing shall be 26 ga. gale. iron unless otherwise note outside. two pieces ..................... Ceiling joists to plate, toenail.................1........3-8d ( HOEDOWNS AVEMENT 0 �- uchi Z n to match adjacent construction. Prime paint ] -flash at all roof/wall connections. 10. Finish rade and finish floor elevations to be field set. Drainage g 1. All outlets in bathrooms, dressing rooms, kitchen counters, and at 2 Flash and counter ' tions. Provide alv. flashing at all wood / concrete connec 3. g � Q i " around all structures is to be away from buildings at 1/4 per foot exterior location to have G.F.I.devices. 1. Install, holdowns per manufacturers specifications. Unless P _ - Job no.: 03-021 toe for minimum 4', Swale as required. slope 2. Electrical contractor to verify all fixture and device locations: noted otherwise, holdowns shown adjacent to a window or a door (Lj co O 11. "clear" „ " ns Dimensions noted clear or clr are minimum required dimensio with Owner:-� _._._ _..:. shal 1 be attached to the kingstuds. _ t� O m c7 • and must be accurately maintained. 3. Electrical contractor shall pre -wire for telephones and T,V. 2. Provide! continuous edge -nailing through plywood to studs which ,' �: . � cn � v m 12. all dimensions are to face of stud, face of concrete, or face of 4. outlets. Smoke detectors shall be provided in compliance with local building have a holdown. r " Z tt11 1S) `� X N � masonry, unless otherwise noted. code as shown on drawings, direct wire w/ battery backup. ROIIGH CARPHN7.'RY ~ V �- U ENERGY NOTES 5. Electrician shall install all built-in appliances. ` i } 6. Provide 110 V outlet and switched light within 25' of HVAC unit. for 1. In addiltion to framing operati4ons normal to the fabrication 1. All exterior doors and windows shall be weatherstripped. service. and erection indicated on the Drawings, install wood blocking *, o 2. All joints and penetrations in exterior walls, floors, and ceilings ] P 7. Provide minimum 200 amp electrical service. and backing required for the work of other trades. shall be caulked and sealed. 8. in the kitchen, dining room, or similar area of a dwelling unit, 2• Structulral framing shall be-douglas, fir of the grades g r� O r- 3. Exhaust fans and fan systems to have backdraft damper control. the two or more 20 -ampere small appliance branch circuits required indicated or better (WWPA grading rules): _ w 4. Shower heads and faucets shall be certified b the C.E.C. Y shall serve all receptacle outlets and receptacle outlets for P P j Ists and rafters N0. 2 2 x joists 5. ' All gas appliances shall have an intermittent ignition device. refrigeration equipment. Counter to receptacles shall be provided P P posts ti beams NO. 1 6.: Exterior wall to be insulated with R-13 insulation. attic spaces to with a min, of two small appliance branch circuits. 20 be for the Studs NO. 2 � HF � a O be insulated with R-38 insulation. Floors to be insulated with R-19. 9. One outlet on a separate am circuit must provided P P P Sills plates No. 2 M M ' Interior sound insulation to be 3 1/2" sound batts, insulation. Inte o laundry area and be within six feet of the intended location of the Sills on concrete PTHF w 0 � � , typical -at master bedroom utility room and bathroom walls. typ h lazin shall have ermanent NFRC d nd doors wit P 10. appliance. this circuit shall have no other outlets. Provide arc -fault circuit interrupter breakers at the main panel 3 Misc. framing.not noted NO. 2 Wood sills bearing concrete shall be bolted with anchor bolts ai ; 7. Exterior win ows, a g g: levels attached U -values of doors or windows shall meet Title 24 for all bedroom outlet circuits. as noted on foundation plan, bolts shall be within 12" of end 1 � O � of each piece. Each sill shall receive at least two bolts. k calculations. „ " „ i (D M U a: Title 24 Installation Certification form CF -6R shall be posted vENTILATiON Each bdlt to receive a 2 x 2 x 3/16 sq. steel washer. Th s more stringent criteria is O O prior to issuance of Certificate of Occupancy. informAti.on will govern unless g 1. -Provide attic ventilation at areas with attic. ,Venting to be ata n plans. k 9. Ducts to be constructed per U.M.C. . indicated o p the C.E.C.. Water ratio of 1,300. At least:50. of the required vent area shall be les in wood -or steel shall be 1/1611 larg,r than bolts. : 10. .Water heating equipment shall be certified by ,4. Bolt hd ' ' - " he water provided b attic vents located at least 3 ft.' above the eave vents ' � heater ever factor to .GO minimum. Pipe within 5 0 of P, Y 5. All nuts shall be tightened whem placed and re -tightened prior --- heat energy withi the balance of the required ventilation provided b the eave • hall be insulated with R-4 �N P Y to a lication of finish or at completion of job. r heater (in unconditioned space) s PP vents. 6• Framing hardware shall be 'Simpson STRONG -TIF or approved insulation. C-2003. .., e 2. Provide 611x14" galvanized vents at areas with crawl space. equal,Iwith connectors as specified. in Catalog NO.C-2003. equipment ener ratin : AFUE .90 for the furnace. SEER Venting to be at a ration of 1:150. Locate vents close to corners. Install connectors with nails and/or bolts as indicated in the - '- 11. Mechanicalenergy g and on at least two opposite sides to provide cross ventilation. catalog ... 12 for the cond. space with R-4.2 minimum' Cover vents with 1/4" corrosion resistant wire mesh. 7, Wall top plates shall have joints at a stud centerline. - 12. Insulate all. ducts in unconditionedp - - - - -- - - - - - - - - - - - - - - - - - - - - - - - insulation. _ -- 11 windows to be lowE2 dual lazed with vinyl frames. HEATING, COOLING AIR CONDITIONING ANTTRACTUREDITRIISSES 13 . A g M 14 Lams used in luminaries for general lighting in kitchens and P per 1. The heat loss and heat gain of the air conditioned portion of the ! and calculations to Architect and Building bathrooms shall have an efficiency of not less than 40 lumens p 1. Submit plans a fluorescent building shall be determined by a licensed heating and air Department prior to installation. I Er conditioning ) --- .....,,.. - - conditionin contractor or engineer. Such person shall assume all P calculations for roof trusses shall be I - � .. 2. Truss details. and calcu ( � responsibility for adequately heating and cooling the building. prepared and signed by a California Registered Civil Engineer I i 2. The systems shall be properly balanced by the Mechanical substantiating adequacy of trusses to support dead plus live contractor. GLAZING 3. It shall be the responsibility of the Mechanical contractor to loads. WINDOW NOTES ' I TREE _ verify,in the field that registers, ducts, etc. are not located so LUED-LAMIPTA BEAMS 1. Doors, windows, and shower doors within hazardous areas to be: as to cause subsequent damages to structural members in the I impact resistant glass. framing. LJ „ within ,..1 Materials, manufacture and quality control of glued -laminated 2. All glass less than la above adjacent walking surfaces or wit 4. All electrical disconnects, service wiring and conduit shall be 24" radius of door amts in closed position shall be .full beams shall be in accordance with ANSI/RITC A190.1. ] P y made by .the -electrical contractor. Control devices and their Fabrication shall be in an approved fabricators' shop. I DOUN tempered. installation shall ,be by: the Mechanical contractor. !' combinations shall. meet the requirements of 3. All window frames to be set in full bed of mastic. Lap building 5• provide R/A grille with filter. 2 Laminating wrap over window flange except at sill. ANSI/AITC A190.1, and shall provide the design values equal to ❑ DECK I A g P 6: �►11 HVAC registers diffusers to have adjustable dampers. 'I. 7. Provide dual setback them.ostats. ' or exceeding the values noted in table 23 -I -C-1,'1997 Uniform STREET NUMBERS S. All exhaust fans to have backdraft damper and a minimum of 4 full Building Code for the appropriate combination or"thi d r the P plans. Unless otherwise noted,,,beams•used for: this project I ' • air cha�iges per hour. vent. to outside air.DF/DF.I 1 1. Provide a prominent identification number at each unit not less 9, Provide condensingunit on concrete ad. Confirm size and location. shall be 24F -v4, r than 4" in height and which is easily visible from vehicular and or • P 3. Glued -Laminated members` shall bear a Qualit}. Mark and a ) I I g 10. See plan for location of HVAC unit. Confirm size and location. Certificate of Conformance must be provided to indicatof pedestrian traffic: conformance with ANSI/RITC A190.1. This Certificate PINTS FI CA1tPENTRY TREE DOOR AND HARDWARE NOTES Conformance shall be submitted to the field inspector prior to Li and required for finish woodwork completion of the. framing inspection. ications and not 1. Perform all work necessary qu - 1. All exterior and interior door hardware to be as selected by owner. 4. Glued -Laminated members used in exterior appl including, but limited to: Exterior and interior hardware finish to be as selected by owner. protected rom moisture shall be Alaska Yellow Cedar. I i .. A. Interior trim and millwork.. Key all exterior doors alike. B. Similar assemblies of finish wood..:. .� Combination: 20F -V12 AC/AC, Fb=2000 psi, MOH=1,00,000 psi, fc - I locks to be provided a Master bedroom all bathroom doors . - - - -- --- 2. Privacy loc p _- (ne- �=560._PS_1_� 3. Provide 1 1/2 pair butts per door. C. Hanging interior doors. PLYWOOD NOTES /�I �•�: 4. Each door to be provided w/ door stop. D. Installation of manufactured items not specifically noted to I ( IY� 3. BELJPOOr� _ be installed by others. ' 2. Materials: 1. GENERAL PROVISIONS I RESIDENCE jZZ1tYWALL A. Identification requirements - each panel shall be RESIDE CE N A. Cleats and hook strips: Pine. identified with the appropriate trademark of the American 1. All sum board seams to be taped. Texture walls and ceilings with. B. Closet shelves 1 x 12 particle board. Plywood Association, and shall meet the requirements of o , I o gypsum Yw light knock -down finish typical U.N.O. C. Windows to be brimmed in wood on all sides and painted, the latest edition of U.S. Product Standard PS -1 or one FO 2. Install,green board at all wet areas. 3. All millwork shall be fabricated and assembled from measurements of APA's Performance Standards. `10 . g COND.-UNIT •- 3. Install metal edge at all exposed exterior corners. taken at the site. B. Panel thickness, grade and Group number or span -rating 4. Cut all openings for outlets, switches etc., score knock -out 4. Casing trim, Cleats, etc.: Apply with appropriate size nails shall be at least equal to that shown on�the drawings. i I method will not be used. countersunk and filled. A11 materials shall be applied to solid Application shall be in accordance with recommendations 5. Gypsum board to be painted with rimer coat prior to texturing, backing or applied.with appropriate fasteners. f the American Plywood Association. 6. Wrap all windows 3 ides with gypsum board. 5. All interior trim, casing etc. to be painted, finger -joint. Nails at plywood panels shall have 3/8" edge distance and 7. Fasteners shall conform with UBC table 25-G and shall be applied in 6. All new cabinets shall be Oak, stain rade.,Verif material and y C. P _ I PP g y nail heads .shall not penetrate face ply. such a manner as not to fracture the face paper with the fastener finish with owner. D. plywood panels shall -butt at centerline of single head. Fasteners shall be spaced a minimum of 3/8 inch from edges supporting member with edge nailing from each panel into . PP I I . and ends. J?LUMBING that member. S. All edges and ends shall occur on the framing members, except those E. No piece of plywood, floor, or wall sheathing shall be I I edges and ends which are perpendicular to the framing members. 1. The drawings are schematic and indicate the systems and equipment less than 12" in least dimension. 9. Fire -rated assemblies shall have joints treated (taped). to !be used. Plumbing contractor shall verify clearances, shall lay SHEATHING 2. ROOF S out and coordinate the plumbing work with the work of other trades, A. panel roof .sheathing shall be APA RATED SHEATHING EXP 1, An,7G and shall confirm the location of and install sleeves and hangers in as per drawings. Install with the long ���,�,'����'�^ �-'aGf;� GAL. SEPTIC P size nailing P .I . l so ` that work of other contractors is not delayed. f the " panel across supports, except where ANK o/ PUMP dimension o m 1 tion of the 2 . Install ate valve at service entrance to building. \ 1. Perform all work necessary and required for cope g g noted, and with panel continuous over. two�r-more"�Pans'. � project as required to complete the finishing of the buildin 3. All. fixtures shall.be supplied with hot and/or cold water, waste „ 5 p ] qu mp• g g• PP Allow 1/a spacing at pamel ends, and 1%i" spacing at ii i - - - - - Painting of electrical work in finished areas of the building and and. vent piping as required. Waste and soil lines shall comprise a panel edges. cone lete sanitary system from each fixture to, and connected with ; l , i access doors is included. P rY Y 3. SHEARWALLS PROVIDE 2. No painting or finishing shall be started until the surfaces to be the waste system, A. panel wall sheathing shall be APA RATED SHEATHING EXP 1, �ii R/V DUMP J�d P g r finished are in proper condition in every respect. 4. All waste lines shall have a continuous fall of 1/4" per foot size k riailin per drawin s. Allow 1/8";spacing at all I �_____________________ _________ ____-__-__ _ \ painted o P P ed a 'rani g -- / -- --- -----i---- - A Application of first coat shall constitute acceptance, inside the building. panel end and g ] ISI PP surfaces shall be sanded and dusted clean. Putty all nail 5. Cleanouts shall be placed to service waste system in accordance : - -�--- -- 3 . Wood su-.,�..._.._.._.._--�---__�....... __._, ._._ I i I � , � i� CONC. DRIVE holes, cracks, etc. after first prime coat. with applicable codes and best plumbing practices. No underfloor` MAILING SCHEDUt,g iiI I,i ss areas stucco surfaces floors walks, hardware, and cleanout shall be located more than 20 feet of an access door, trap 4. Leave all glass an other surfaces clean and free of paint, stain, spatterings, door, or crawl hole. Exce t as noted on the Drawings, nailing shall be as specified: i����i i.IIII \ smears smud es which are the result of these operations. Replace 6. Approved backflow prevention devices shall be provided on hose P ,iii,, , , , i , g ......3-8d ,iii, i l i i an lass damaged in an way. bibbs. . Y g g Y Y _ Joist to sill or girder, .................. . _..:..... ._.__._ _.---- . ,iii 'Bridging to joist, toenail each end ............... .......2-8d .......2-8a , i � 1" x 6" subfloor or less to each joist, face nail. ( � � _-.. „ „ each joist face nall......3-8d Wider than 1 x 6 subfloor to ea ] ----\ ----"� . r blind and;face nai ......2-16d i i i, i 1. No carpet shall be laid until surfaces to receive it conform to the. 2' subfloor to joist or girder, �i i� ,iii,, \ spec Sole plate to joist or blocking, �� i i � i i � i � MUTE: FINISH FLOOR HEIfsHT manufacturer'sP r m ....., ............lid at 16 o.c. V ---------- 1 be installed wall to wall, smooth and free f o typical face nail.............. i I I CONNECT T� TO 15E LEVEL WITH ROAD. 2. Carpet shall pESTGN LOADS defects. Sole late to joist or blocking, i COMMl�N11`Y SEWER �� �- ------UTIt IE6 - wrinkles, frays, lumps or other de P Zone 3 at braced wall panels ...............,'.............3;... per 1611�,�ii ------ - - 3. Carpets to be selected by owner. Seismic...... .......:.. P .... .... .... - _. wi.nd.......... ........ MPH Top plate to stud, end nail........ .... .. , • . 2 16d � *' ..................... ...4-ad,toenail, or 2-15d, end nail ,,'I�/ I,E ..40 PSF Stud to sole plate... - A ONEb O - Floor Live Load ...................... - - - - - - - i ......16 PSF .... .16k1 at 24"o.c• '� - - • „ Double studs, face nail.. Roof Live Load............ .. ........ � 1.' wall, counters, showers and misc.tiles to be selected by owner.' Doubled top plates, typical face nail.. .16d at 16 o.6 ..................... 0, la splice ..... .E/IIiIM .nW �� . Tile to be set over grout bed. CONCRETE NOTES Double top plates, P Blocking between joists or rafters 2. Grout color to be selected by owner. 1 O. 3. Floor the to be thin set. to top plate, toenail...... .. 3-8d If " 1. Concrete shall have a minimum compressive strength at Y I ' ...ad at 6° o.c. and a maximum slump of: Rim joist to top plate, toenail ............... FLASHING h ..2500 psi Slump........ 4" Top plates, laps and intersections, face `nail.....'.......2-16d A -O Strengt P 1alut7 Construction joints shall be prepared to expose clean, solidly Continuous header, A 2. f - 16d at 16" o.c.'alcng each edge U m = U G�aSV-D'ARCy�l k No. 8693 �r REN 1003 r 1A • 5. Structural steel -shapes, tubes and pipes embedded in -CM- 1 brace to eac s u p , r plaster shall be installed in accordance with U.S.G. minimum of 3" concrete cover. 1" x a" sheathing or'less to each bearing,+face nai1......2-ad I H 1. The exterio p -shall have a ' ions for exterior. plaster. footings shall rest on firm, undisturbed soil. Wider than 1" x 8" sheathing to each bearing, specifications P 6. Bottoms of all foo g .................I. .. . The exterior plaster shall be 2 coat system. is noted on Drawings. face nail.... .3-8d SUN"��E�UOn JUN z 0 2003 2. T P Minimum depth ............. .. . finish with owners choice of color. Built-up corner studs.. .. 6d at op and. �I - 3. Stucco coat to be dash �••�• � •� insure that exposed beams, wood, glass and girder and beams ............ 20d at 32"o.c. at top and - - - 4. Care shall be taken to xp Built-up g' COU metal are thoroughly protected from contact with plaster at all bottom and staggered......... 2-20d at ends and at each splice ' TER DRIVE .. 2" planks .............................. -16 ac bears times. 2 date h ng % g 5. Leave all - lass areas, stucco surfaces, floors, walks, hardware, SITE PLAN 1�IY. LOT � and all other surfaces .clean and free of plaster or stucco I Heal ., I Y ' spatterings, smears, or smudges which are the result o£ these g Y way. SCALE: 1'=10'-0' : .32 ACRES operations. Replace any glass damaged in an JUN 2 0 2003 ChI _ co, CA 1. All flashing shall be 26 ga. gale. iron unless otherwise note embedded aggregate over the entire joint inter ace. embits, items in the two pieces ..................... Ceiling joists to plate, toenail.................1........3-8d ( AVEMENT 0 Date: -� 03 n to match adjacent construction. Prime paint ] -flash at all roof/wall connections. 3, Placement of pipes, or other embedded in with these Drawings.' ............4-8d Continuous header to stud, toenail.,...........Ln 2 Flash and counter ' tions. Provide alv. flashing at all wood / concrete connec 3. g shall be accordance concrete laced that the n joints in slabs, shall be so p Contraction j Ceiling joists, lap over partitions, face nail ... !.....:.3-16d � .' Drawn:. FC, GC, PLASTER 4. maximum, dimension and area of any section do not exceed 30- tivel feet and 600 square flet, respec y• rete Ceiling joists to parallel rafters, .face nail....l.... Rafter to plate, toenail. ... ... ..... ... .3-8d I .. .. ... .. " h t d and •late •face nail. . `. .2 -ad � _ ENVIRONMENTAL HEA - Job no.: 03-021 • 5. Structural steel -shapes, tubes and pipes embedded in -CM- 1 brace to eac s u p , r plaster shall be installed in accordance with U.S.G. minimum of 3" concrete cover. 1" x a" sheathing or'less to each bearing,+face nai1......2-ad I H 1. The exterio p -shall have a ' ions for exterior. plaster. footings shall rest on firm, undisturbed soil. Wider than 1" x 8" sheathing to each bearing, specifications P 6. Bottoms of all foo g .................I. .. . The exterior plaster shall be 2 coat system. is noted on Drawings. face nail.... .3-8d SUN"��E�UOn JUN z 0 2003 2. T P Minimum depth ............. .. . finish with owners choice of color. Built-up corner studs.. .. 6d at op and. �I - 3. Stucco coat to be dash �••�• � •� insure that exposed beams, wood, glass and girder and beams ............ 20d at 32"o.c. at top and - - - 4. Care shall be taken to xp Built-up g' COU metal are thoroughly protected from contact with plaster at all bottom and staggered......... 2-20d at ends and at each splice ' TER DRIVE .. 2" planks .............................. -16 ac bears times. 2 date h ng % g 5. Leave all - lass areas, stucco surfaces, floors, walks, hardware, SITE PLAN 1�IY. LOT � and all other surfaces .clean and free of plaster or stucco I Heal ., I Y ' spatterings, smears, or smudges which are the result o£ these g Y way. SCALE: 1'=10'-0' : .32 ACRES operations. Replace any glass damaged in an JUN 2 0 2003 ChI _ co, CA O t L O t co : O CRIPPLE FRAME ATOP 8'-1' PLATE CONT. FRAME TO BOTTOM 12'-4" OF SCISSOR TRUSS 31 2 20'-2" I'-0" 10'-08 114 '-0" 21-1N 8' -ION I''0° 211-2" I'-0" 2X4 STUD -WALL SHEAR SCHEDULE D. C B SHEARWALL KEY +� MARK MTL S AIR u/ CONC. TREADS B OTHERS SHEARWALL BRACED f. 6 ---------------------------------------------------- ----- --- PANEL WALL PANEL DESCRIPTION ' 3/a' "C X PLYWOOD WITH ad NAV -2" 4'-8" 3, 0" ----------- ------------------------------------------------ O AT I O.C. EDGE t 12 O.C. FIEL +34 RAILINGi - 3/8" CDX PLYWOOD WITH 8d NAILS AT 4' O.C. EDGE t 12' O.C. FIELD I � I I COVERED DECK , , O 0 3/8» CDX PLYWOOD WITH ad NAILS DOWN , , ! AT 3' O.C. EDGE 112' O.C. FIELD ' 12' PLASTER SOFFIT u, I/2 ADX PL WOOD WITH 10d NAILS f --WOOD DECK—�i : AT i O.C. EDGE t 12" O.C. FIELD ---------------------------- - - - - - ------ - ' Nil, : • 0 I/ "CDX PLYWOOD WIT IOd NAILS - ------ ----------- o AT �' O.C. EDGE t 12' �.C. FIELD ---------------- ---- ------ - - - - - - - -- --_ 0 V2" CDX PLYWOOD WITH IOd NAILS +11_4, AT 3' O.C. EDGE t 12' O.C. FIELD +1t-t� TEMP I i i 1/2" GYPSUM WALLBOARD WITH 5d NAILS COVERED PORCH 3050 SH 3050 SH O AT 1 O.C. EDGE t FIELD UNLOCKED O : : , t T PLASTER SOFFIT ' S/6' GYPSUM WALLgOARp S 4d AILS » 4'-4" 3'_r,N i i `' 0 O hT 1" O.C. EDGE t FIELD UNBLOCK�D 1/8' EMENT PLASTER OVER EXPANDED 302E FXD 5024 FXD 3026 FXD �i i 'I METAL OR WOVEN WIRE LATH WITH N0. II ' _ O E ATCO NOOK .� 0 3050 SH 5050 FXD 3050 SH � � �- ti- _ GAGE STAPLES, 1/a LEG C 3 _, 2450 SH +1'-C 'P � C -a' HD HGT C -a' HD HGT C-8' HD HGT _.� . ^i ., — ❑ TEMP 2450 SH 1 CLG tics ,> _ to to 5/8" T -I-II PLYWOOD SIDING W/ 10d NAILS NARDtU001) _J D _,AT t , O.C. EDGE t 12 O.0 FIELD . 3ola t +811 TILE WALLS t �. 3 ► . ,�.:_ - �^ - - SIMPLEX 'THERMO-PLY' STRUCTURAL AT SHOWER / �`' 14,_2* FRENCH I X =_ I I II 0 (RED) SHTG. (0.115 INCH THICKNESS) L , ,' u_ u� $ , , O P W/ NO. 14 GA. GALV. STAPLES 11/II •-- --------------------� : I � � : : CROWN, I -I/4' LEGS) OR LARGE FLAT - CONT. SHEAf��--PLY ' S -1 3 -10 o o c, , ! 5 o HEAD. N0. 11 GA. GALV. ROOFING NAILS 40' GL BLK N BEHIND WALL$. ; �- CEILING BREAK o o ; i ��e� ��.� (1-1/4' LONG) AT 3" AND C OC ON 4' TILE C 32 ZERO CLEARANCE , 1 i ?, TT?d �`�� FIREPLACE W/ GAS t i i - '>�k e 1=5'-0' �' ALL VERTICAL JOINTS OF PANEL SHEATHING SHALL OCCUR OVER STUDS. TILE FACE AND HEART : L=al ON 1+1'-C ► HORIZONTAL JOINTS SHALL OCCUR OVER BLOCKING EQUAL IN SIZE TO 3050 SH— THE STUDDING EXCEPT WHERE WAIVED BY THE INSTALLATION q 11 Lu+42 WOOD TDP F - " , 4 REQUIREMENTS FOR THE SPECIFIC SHEATHING MATERIALS. 9" -�" aD 14'-0" i ` z GRANITE ` i `� EATING L BAR LW/ w ; +1-4 3050 SH t 1 'H ¢ TOP t 2x4 WALL BELOW GREAT ROOM _ Z ' �+ ' - » BRACED WALL PANEL SOLE PLATES SHALL BE NAILED TO THE. FLOOR 3046 i i ii o�c I cn r ¢ ; ; L-4 -0 FRAMING AND TOP PLATES SHALL BE CONNECTED TO THE FRAMING ABOVE. ' I i �S� , 12 CLG 1 ' ; WHERE JOISTS ARE PERPENDICULAR TO BRACED WALL LINES ABOVE, 'q LINEN I , O�so��� ~•� HARDWOOD ~ Z BEDROOM Z i BLOCKING SHALL BE PROVIDED UNDER AND IN LINE WITH THE BRACED w t WALL PANEL 1' CLG M ! i i I ' � .'r ;�' :� 42' ZERO CLEARANCE CARPET SOLE PLATES SHALL BE NAILED WITH (3) 14d NAILS PER II OF PLATE � , MASTER BEDROOM , RA'NIT o ;< ,: o ,, , OP, ,y_' _ FIREPLACE W/ GAS t TYPICAL UNLESS NOTED OTHERWISE COFFERED CLG. I , ; =— �- `' , >r '� TILE FACE AND HEART 1 -'_ *ALL FRAMING AT ABUTTING PLYWOOD JOINTS, HORIZONTAL OR VERTICAL, t : : CARPET 1 CLG t t , , �o zo L -a -0 r, L-____; - ----------------- --------- ' ' , SHALL BE 3x MEMBERS. --------- CLG ' : o�cr� i I `�? O •,- 4,_OM 3,-D" 5 _4 2848 1: c v o ► + .� , N 3 SHELVES' ; _' ISLAND z SET t 00 - t ; TOPGRAwa NATES 1 C14 �y ' _ iv ' N TRY , ' a w ' c� , 2a4a 4048 BI -PASS + `N' Lao . ................_.. �:...... 1. KITCHEN 4 CN it CLG :: �L- -0 L=4 -0 ' ____ _ �- ALL WINDOWS NOTED WITH AN ASTERISK 4) C RPET .i I �i w 1' CLG I I j + _""' SHALL HAVE A HEAD HEIGHT OF +T-4! ABOVE --------ice-. • u' .................................. ........�.. :I w HARDWOOD ' t 5p3 _ .,,,� •� I S 2 P ' t 1 SHELVES :� I ;; ; , pH�� vii o 244a FAU IN AT IC -- -- I N FINISH FLOOR. �, � ------ � ND » --------'--- � t ASE CAti t ALL WALLS SHALL BE 2 X 4 DF#2 AT 14 O.C. TYPICAL 5080 ARCH : t — 32'x40' TUB/ , UNIT » u ' N I �, - N I I ' tNE1t -it oSHOWER C.I. t UNLESS OTHERWISE NOTED. 11-0 1/2 8'-4 12 3 -5 I/2 4 -0 - L=4'=0` i : a WIDE ARCH .:...., OH CABT TILE TO +1' 50 GAL GAS W/H ON '� w 3046 SC ALL I I `i ``� •`''I , I 4_p HEADERS SHALL BE 4 X 12 DFJk2 TYPICAL UNLESS +18 RAISED PLATFORM - W/ SEL CLOSER �- ROD = " j OTHERWISE NOTED. INSTALL PT VALVE, u' 9' CLG 3046 i RETURN AIR HIGH 2446 BATH #2 ; HARDWOOD HALL fa _ PROVIDE M.R. GYPSUM BOARD BEHIND ALL TUBS AND W/ DISCHARGE TO 2'x30' ATTIC ACCESS : , v, FRENCH , , 1 CLG �- c'o , m SHOWERS, TYPICAL. OUTSIDE, ANCHOR STRAPS , , 9 CLG TILE ,►o t VTOSA 2848 t 3040 SH 3040 SH e• a`7 ; HARDWOOD TEMP TEMP I co��poG TP +� 5/8' TYPE "XN GYPBOARQ " ; i C-6" HD HGT 'PATIO C-8' HD HGT% G,�yy0 �w MC AT ALL COMMON WALLS o t r : ,L O OF HOUSE/GARAGE �' , SR .I1� DR i ; PLASTER 4' �" o o 1 --- SOFFIT ---- ENTRY -------- �!' t , �� �� , in ---0+ 12' CLG • 1 S, 2 P --- " ' 'TILE t t `, t t .- a W SHE L=8f-0'; i `\/ i I �V i o DINING HARDWOOD w L-4 -0 iv L-81- 0 , I , ; �� I I / \� i N 12' CLG I i `� ; ;r HARDWOOD ! 284a 404a BI -PASS _ � ' DRYER ( I I 4_-----� -----� ,`li — : 8'-4• +:.o VT:OSA ' : ' 24"x4a' SKYLIGHTS Q--------------------------- .............. 4434 -ARG -14 -TOP ........................................................... +1'-C 2440 t2 IM LTS , 5 3 » 300 ENTRY DOOR ; - L=2' a 12 12" DI o C-8' HD NGT Ln,OL= -On .` t2 BEDROOM #3 t 2 Dl 2 -4• 4 4424ARCH TOP L=3' 4 V CLG ! (2) 3040 SH � ' i _- CARPET O SOLID CORE �ti - COVERED ENTRY ' L-4'-O' � i ' I NOTE: 12' CLG C� 4 + t +11-4' FRAMING AT LINE 2 , , t : - I 3050 SH i : : PLASTER SOFFIT t : L-4 -0 �ty , , IC x 1' GARAGE DOOR AND LINE C TO BE , , t i?f lron ntal Health N O DF AND COMMON NAILS AT SHEARWALLS : : Fffil -------------------------- ate 1- " L-4 0 ffy, n ure 1'-�N 11_4N—a D C B 5 5 5 10'-2" A 24'-0" • 11-4" 12'-4" 12'-8N 8#_0"- - Environmental Health ENVIRONMENTAL HEALTH JUN 2 0 2003 JUN 2.Q Z3J3 Chico, CA 7 COUNTY CENTER DRIVE FLOOR PIAN SCALE. 1/4'=11-01RESIDENCE: 2214 S.F. C GARAGE: 118 S.F. PATIO: 113 S.F. COVERED ENTRY: 134 S.F. COVERED DECK: 554 S.F. Revisions: Plot date: Date: LL C o 0 N N m In Z _j TT �� v! v W N C CoOJ� 7 mmU f+7 a J 7 3: —in � N u W V 0 O U ul o O r O OL LO O < U V U a O U M U V Date: 4-03 Drawn: FC, GC ARCy�T� 03-029 * ,No. 18693 REN s�ql 1003 OF CA1.�F� V U <n OL O U 0 V U yip- . > U Q Z ..� W N �u � 0 (y Date: 4-03 Drawn: FC, GC Job no.: 03-029 Sheet: 2 of..