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069-310-037
n NOTES RESIDENTIAL PERMIT NO, ' 069-310-037 v03-0054 BABBITT, THOMAS 5W HIGH ROCKS CT., OROVILLE , NEW SINGLE FAMILY SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE COPY Address GAS Meter By x Date E C Meter y �— G ELECTRIC Meter By Dat �b t J ' JOB FINALED (Date) --<::: Aal { Signature CHECKED BY J t ok 0 = Not QK Not . = NotReadyable 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/O -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 8. Utility Clearance 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 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. Verifv #'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-Con nectors 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 ft 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 J=OK 0 = Not OK = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNP FLOOR (Plans) OK except #'s Card B-1 Date Card B-1 Zoning-Setbacks-Easements-Floo - lope aVrjge�tg., 3. Main; Soils-Elec. Grnd.-/ Ftg. Depth 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 eel -Wrapped Test Tub & Shower, Second Floor -Tub Access ire lace Ftg.-Steel Gas Pipe; Sixe & Anchors V.; Fall -Fitting -Test -2 Way C/O -Sewer Test (j . :-8as Pipe; Size Anchors -Yard Gas Piping; Size Test Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground fi 4 enums & Ducts; Clearance -Material -Support -Ins. Ir rs-Sills-Anchor Bolts-Joists-Vents-Crippies aw'Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMB G (Permit) OK except #'s Date r Htr.; Vent -Access -Combustion Air Baffle Comments at Final: r Pipe; Test & Anchor -Nail Protection D. .; Test Fittings & Anchor -Nail Protection Shower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access Date Gas Pipe; Sixe & Anchors Date 23. Eira. Spciakter; Test Date FRAMING (Permit) OK except #'s Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s i re & Transformer Clearance -Ins. Protection lec. Receptacles Spacing -Lights & Switches at Doors Size Boxes & No. of Conductors Stapled Romex Installed Close to Edge of Studs & C.J. 2 uiD. Ground made uo w/Mech Fasteners -B nd Gad&Abha r 128!'£ fiance Circuits in Kitchen & Conductor Sizz-e-eF ------ Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 1 ange Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral ❑ Yes ❑ No 1!1�2!Service-Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. lothes Closet Light -Shower Light -Spa Light Q.QK Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date Ducts Insulation & Support Comments at Final: Vent Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade urnace-Vent Access -Comb. Ait-Return Air Vent 115 Outlet 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 #'s Sills Proper Materials & Anchors �a11s Studs -Nailing Spacing & Braces -Plates -Sound Bearing Is over Girders & Floor Nailing Dr Stop in Walls (rat proof) ire Stops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date FRAMJbM (Continued) ers-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. Irep ace Ties or ype A Flue -Fireplace Throat Clearance ess; . Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions garage Fire Protection Framing -RC Channel W. Pro erty Line Firewall & Openings Doors -One 3' Check Garage 3rd Story, 2 Exits Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 1*67 Plywood on Roof Overhang -Attic Vents -Rafter Outriggers T2:2 2f4F58!5fucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 1 Glazino Area -Glass Protection-Skvliahts-Plastic Wall Panels $3' Infiltration -Walls -Windows Date Card B -1.A Date Card B-1 Date t Card B-1 Date Card B-1 Date FINAL tans OK except #'s Ex teps-Door & Sidelight Protection -Landings mq.ce Detector urnace Vents -clearance -Comb, Air -Connector - I rage; Above Floor-Ducts-Mech. Protection A7*.�Begmern Exiting . & Bath Fixtures & Tub Access -Spa Ieq,;Rim & Subpanel, Breaker Sizes & Labels 70 & Rails 71' mace or Stove, Clearance -Hearth EIQe!butlets at Wood Panel, Int. & Ext. 7&!Kij,Rxt. & Appliance; Ground -Air -Gap -Cooking Clearance 7 . cutlets & Receptacles at Kit. Counter Gag3ge Fire Door; Swing -Landing -Closure 7A-,A.C. ct in Garage -Damper 7 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78,,3Tb,;.Wc. & Mech. Equip. Listed for Location 76/Ejpe-Receptacles in Garage (F.F.I.)-Romex Protection 80'-1 in Attic ud'Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Cle rance Looked under Floor ❑ Yes 88 -19 -11e,91 ng Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No . Stucco Brown -Finish A.0 nit Disconnect, Electrical -Plumbing ff,elepa'Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings i;YWat ell, Disconnect, Electrical, Plumbing or Elec. Trim, G.F.I. Receptacle -Underground Throughout House r POQWer & Sewer Connected -C/O to Grade -HD Approval ; . Enard-v Compliance Certificate -Other Certificates Address Posted 96. Fire Sprin r Date Card B- Date Card B-1 Dates T Card B -'T Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: L�R+4 w31,.�MS�'A+'�i�«iid+Ln$Y...�y.`ia,J'r-?',!j'fiFt"'�yr`.i}�•sb�{�YY� .i- 3- F Sat�_� COUNTY OF BUTTE i Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 i r 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 Date / Inspector REV 10;42 1 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 Countj Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE ER ,sN 41 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 ,3 completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. r v J Date _ © ��� _ Inspector REV 10/92 ,• b x sy,.rr�.rr.lr.r„rr�,rgar'c�.-„�;,,,,�•.tv^�...- .....: .y. y. ,�n.r-."*^.�ti..+.- �..,'lro+r.:-.::ri.. _ r... ..a COUNTY OF BUTTE BUILDING DIVISION ;a DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 .' 7 County Center -Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT N0. 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. m 1 n Si '.a { e� y 1 v /�] t Date Inspector ,��/,� - REV 10//2 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT Q 3 ^ Ups y ASSESSOR PARCEL NUMBER _ _ 059-310-037 ZONING BUILDING PERMIT OWNER TEL&HOWE n SO. FT. OCC. BUILDING VALUATION 7 • 00 . OWNERS MAILING ADDRESS 5 Q106" 440 U 7920.00 CONTRACTOR'S NAME TELEPHONE 275 C 3588.00 136 O 9 552. 00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 126 292.00 ARCHITECT OR ENGINEER LICENSE NO. -FilingFee $ 20.00 Permit Fee $ 734.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 477.10 BUILDING ADORES 5 3S - HIGH ROCKS ' a Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ 1254.10 LOT NO. SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap L11 7.00 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ;fid SINGLE FAIMILY Gas piping stem 1 - 5 outlets 15.0019 ob Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 R LES Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION' I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER 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: 0'*' I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 2 To ,SOU 000A 46.Q0 NEW CONST. DWEILNG OCCUP. EL OR ADDNS. ( 8 ACC. BIOS. SO 3.5¢ 9.18 NOµR°SID. MULTI.OUTLET @7,50 APPARATUS 8 SINGLE OUn.ET CIR. E(, OCCU OUTLET OR FIXTURES L_@ 0 @ 1w Ex. Occup.°FIXLIT OR ___BA 5.00 5-00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 132,1$ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation 0/of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. C Date o/' 0,9- e) S _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating 20.00 Cooling Hood 6.50 6,50 Ventilation PERMIT FES $ Mobile Home Installation Fee $ Energy Inspection Fee $ °CR3 $ 1674.28 7LMjElE CDF PARELC D ISSUE This permit is hereby issued under of tWTutte County ode and/or i Icat b e or w _chfees have ��..� JEB1.y IT EXPIRES ON the applicable provisions. Resolutions to do work been paid. P1 10 03 DatReceiptNo. 30 0 Date 359558 ;580.10 L r WHITE-D.D.S.-B.D. CANARY-ASSE S R PINK-INSP COR GOLDE-APPLICAN • COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEER DUE OWNER PRO 10SED BUILDING USE 1. BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $ Additional Fees Due ................. $ Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES 1. (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) �� Residential ......................-x$360.00=$ Wil/ 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. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) RA 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 $2500.00 (paid at Building Division) 10. OTHER A.P.#y�• "I�'� RECEIPT # DATE] REC. At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT G' DATE Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from'the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) n ...�.,�,wvr+mr� �• -m^,�r*f r �..,.,... - 7'MF�j" .�'.�"'ie�"r•'qy>a�At�.i'��i,�,,yt►,�rr�<<'� i 1 �.h L ly 4 1. ��•;iltii4, :t f' { ' ` .. COUNTY OF BUTTE -DEPARTMENT OF_DEVELOPM�NT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA$'95965 Phone (5,30)538-7541 Fax (530)538-2140. PERMIT APPLICATION DAV SHEET t OWNER: A �✓ _ . ;�• A 1 E ASSESSOR PARCEL NUMBER �( Proposed Building Use: 1 v. Counter Technician: Date: V G Items required in order to apply for a permit. All boxes MUST be checked OR ked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 44. Engineered truss details and layouts in duplicate. No faxes! -1 Energy compliance design and supporting documentation in duplicate. "D 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 b tengineer. 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 A8. 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 ..................................... :r ; 12. Hazardous Material Form............................................................................... _ ❑ 13. Other Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) lil 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... VStatement of Intent for Non -heated and A/C Buildings ............................. Sanitation and plot plan approval from the Environmental Health D6artment'i'n' ❑t19. City of Chico Plumbing permit .........................../............... ICalifornia Department of Forestry plan approval Vpaid. Sent. by:...................... Planning approval for (A) Use: 5WO (B)Parking: (C) Parcel Check: ❑ 20. Contact Land -Development about ❑ Improvements, ❑Drainage ............................... .' 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) ...................... Worker's Compensation Carrier apd Policy Number ..............:.............................. Owner -Builder Verification (❑-Piv ow er, ❑ Mailed to owner) ..................... ❑ F� Letter of Signature authorization.......................................� .......................... - Recorded copy of Agricultural Acknowledgment Statement...I�CA t-(.��t�+ .. ❑ 28'. Manufactured home utility clearance...........................................................��`� r7• A. ❑ 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. $ t ❑ 31. Other: When issued Telephone and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Date: prv: 5/zA A/4?A .V. 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, y ❑ mail, 0 counter, by Date: _ Contractor, designer, owner, was advised of the above data by ,D phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: /C L Date: Structural reviewed by: Date: Structural approved by: , - z Date: Note transfer by: Date: Yello : Bui din Divisinn COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES. BUIL)DING DIVISION f 7 County Center Drive • Oroville, California 95965 • Telephone (53 538-15 1 -- PERMIT N0. (Req.12/98) ` APPLICATION AND PERMIT 3 -vo ASSESSORPARCELNT,MBEA ftp . -� 1 a ' =v_-7__ I BUILDING PE IT OWNERS CONrRA=V N7 CONTRACTORS MARM ADDRESS CONSMCnON LENDER LENDEWS MCM ADDRESS ARCHRECT OR ENM EEA ARCMn=OR ENGWESM MAILING ADDRESS SUEUDWGADDRESS SF A Duplex O Mobilehome O Other �J / SPWWY TYPE OF WORK .New Addiitim 0 Rem��od\\el E3 Uh7m O Installation O Other D> Describe Work: � *PERMIT FEE PA=S SRA SHERIFF OTHER AMOUNT RECGMt> G� V/_ I SQ. FT. �ee'S due 12� 4- _0A"k41_59 )10 5M, /= p TO "Pir ZRTO WNInlm ;� t1�=1a1 I � a] h [�19d 41.` 1"C•PI r I � Permit Fee $ Pian Checking Fee $ Energy Plan Checking Fee $ $ PERMIT FEE S PLUMBING 'PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas Piping system 1 - 5 outlets Building sewer Mobile Home I S G W 20.00 Ung Fee 20.00 7.00 23.00 15.00 — 15.00 15.00 .O( 15.00 @20.00 Mobile Home Facilities 1 20.00 Misc. Wiring PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Servicezou on tis 23.00 Main Service 2► TO IOWA 46.00 NEA COFLST. oa ADONa,ram owEituac occam. a Ace. REDS. .9.5¢S Fr. NON•flNI 6aT' WLTI•ounm 1 @7.50 PowsT APPATanrs a swaLe o eT0. Ex -OCCUn_ i OUTIM OR FKn.RE9 Mobile Home Facilities 1 20.00 Misc. Wiring #�23.00 PERMIT FEE MECHANICAL PERMIT Filin*Fee20�.00 Heating CoolieHood Ventilation PERMIT FEC: S Mobile Home Installation Fee $ Energy Inspection Fee $ .r A 9�7U I ocrRr ITOTAJ.-FEE $ n I� D. 171 CDF PARC err This permit is hereby Issued under the applicable p�ravis. ons Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. BY Date ReceiptNo. PERMIT EXPIRES ON WHITE •O.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENR00•APPLICANT CIAo N O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. I personally plan to provide the�najor labor and materials for construction of the proposed property impr vement : YES E NO ❑ I HAVEHAVE NOT ❑ signed an application for a building permit for the proposed work . 3. I have contracted with the following person (firm) to provide the proposed construction: \ NAME: f'i'i'icr.aa. CITY: P ONE: CONTRACTOR'S LICENSE NO. 4. I pl to provide portions of this work, but I have hired the following person to coordinate, supervi e, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some o the work but I have contracted (hired) the following persons to provide the work indicated: • NAME DRESS PHONE TYPE OF WORK SIGNED: PROPERTYO WNERX O C DATE: NOTE. This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER O.B.- I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building pennits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. y, M. Vnira, C.B.O. , Building Inspection p . NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. OVER STEPHEN L. MILLER PROFESSIONAL ENGINEER P.O. Box 8546 - Truckee, CA 96162 (530) 587-8848 FAX (530) 587-2836 1 3 February 17, 2003 Rich Babbitt Babbitt Construction P. O. Box 9956 Truckee, California 96162 At your request, I have reviewed the truss calculations for the proposed residence at High Rocks Court in Oroville, California ( APN 069-310-037). The truss calculations were prepared by Homewood Truss, dated December 19, 2002 and their work order is 0491202. The truss calculations appear to be in general conformance with the building plans, the structural calculations and the engineering design intent. If you have any questions regarding the above, please do not hesitate to contact me. Yo s truly, LA tephen Miller Professional Engineer Insulation Certificate 4 - BUILDING OWNER : -��w,? 1L, BUILDING LOCATION: 5136 Description. of Installation t >1,7` ROOF Material D P!/nc,o 2— Thickness (inches) og:_ BUILDING PERMIT #: &o Brand Namels' Thermal Resistance (R -Value) 0 CEILING Batt or Blanket Type ,G7n/ Brand Name Thickness (inches) f 3 �'' Thermal Resistance. (R -V alue) Loose Fill Type ,� ,� Brand Name Contractor's minimum ins ed weight/ft' Minimum thickness inches Manufacturer's installed weight per square fdot to acheive Thermal Resistance (R -Value) 4 EXTERIORMALL Material Thickness (inches) RAISED FLOOR Materiali�' Thickness (inches) - IT - SLAB FLOOR SLAB /Z� Material Thickness (inches) Width (inches) FOUNDATION WALLI XJ6 Material Thickness Declaration Brand Name - Thermal Resistance (R -Value Brand Name C�',0 Thermal Resistance (R -Value) P 79; Brand Name All Thermal Resistance (R -Value Brand Name 'ermal Resistance (R -Val e) I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. Gen ,Contractor (Builder) /r Signature andTttle p ,Q Sub -Contractor (Insulation Installer) Signature and Tide 761D64— License Number Date License License Number Date THIS CERTIFICATE MUST.BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AND A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 STEPHEN L. MILLER - CIVIL ENGINEER 17,400 Northvioods Blvd. Suite #f4 Truckee, CA 96161 " (S30) S87-8848 FAX (S30) S87-2836 JOB 1/A SHEET NO. OF O3 CALCULATED BY DATE CHECKED BY DATE 5TRUCTURAL CALCULAtTION5 51NOLE FAMILY RE51DENCE LOT 4-72, KELLEY RIDGE 5UBDIV1510N HIGH ROCKS COURT BUTTE COUNTY, CALIFORNIA FOR BABBITT CONSTRUCTION V, Flo. 35127 Exp. 3 -03 12q�J 2 REFERENCES: 199i UNIFORM BUILDING CODE DRAMN55 BY BABBITT CONSTRUCTION STEPHEN L. MILLER - CIVIL ENGINEER JOB TT - 17400 T % 2�f y C, 17400 Northwoods Blvd. Suite # 4 SHEET NO. ' � !OF J 1 ` Truckee, CA 96161 t (530) 587-8848 FAX (530) 587-2836 CALCULATED BY ►�A 9� DATE I Zt 02 CHECKED BY DATE m STEPHEN L. MILLER — CIVIL ENGINEER JOB F�AcT3L31T'r 4: .17400 Northwoods Blvd. Suite *4 SHEET,NO. OF Truckee, CA 96161 ,n q (530) 587-8848 CALCULATED BY N�,L DATE `�1Z�OZ FAX (530) 587-2836 CHECKED BY DATE I, O JOB STEPHEN L. MILLER - CIVIL ENGINEER �P`g'2' 1 1T 17400 Northwoods Blvd. Suite #t4 SHEET NO. Q OF 31 Truckee, CA 96161 (530) 587-8848 CALCULATED BY -FAX (530) 587-2836 DATE CHECKED BY DATE STEPHEN L. MILLER - CIVIL ENGINEER JOB L li�CJITT 17400 Northwoods Blvd. Suite #F4 SHEET NO. �" Op 3-j Truckee, CA 96161 T Q (530) 587-8848 CALCULATED BY Dl %Y- DATE _ I 1 1 1 lot FAX (530) 587-2836 CHECKED BY DATE STEPHEN L. MILLER - CIVIL ENGINEER JOB P-A���T'r 17400 Northwoods Blvd. Suite N4 SHEET NO. 8 OF 1 Truckee, CA 96161 ^, Jj (530) 587-8848 CALCULATED BY L*AK DATE ��ZIGZIGZ FAX (530) 587-2836 ' CHECKED BY DATE m i moi/ 0 QI STEPHEN L. MILLER - CIVIL ENGINEER JOB 17400 Northwoods Blvd. Suite #4 Truckee, CA: 96161L. SHEET �6. 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MILLER — CIVIL ENGINEER JOB 3 17400 Northwoodsz Blvd. Suite #4 SHEET No. "13 OF 3'1 Truckee, CA 96161 Q (530) 587-8848 CALCULATED BY j) OK- DATE `/ A/0 Z FAX (530) 587-2836 CHECKED BY DATE STEPHEN L. MILLER - CIVIL ENGINEER JOB 136?E( 7T 1-7400 Northwoods, Blvd. Suite 84 SHEET Nd.. OF Tr6ckee, CA 96161 (530) 587-8848 CALCULATED BY DATE 14 TAX (530) 587-2836 CHECKED BY DATE . ............4.S .............. QWA-44 ................ ..... ............ 1 t -T -T -T-7 '--T--T-- F-44-44 ............ llo...,. o.....e.l ............ ............................ ............... T 1_4_40_ 7 I ............ ... ..... ............ .. .. . ...... . .606 q'-:,= -70 i -!/4� '3.s L.D.SIF ............ ...... ...... ............ ... .......... ........... J .............. 1 .............. ............. A_- 1 i . 1 1 1 1 . .............. i ............. 7-1 1 ......... ... ..................... "A .............1,041= ......... .............. .................. 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Stephen L. Miller, P..E. Title: 6 Ft. Wall D/W 17400 N'orthwoods Blvd., #4 Descr: Truckee, California 96161 Page 22 of Fax: (530)587-2836 Job #: By:Miller Date: 4/16/00 Phone: (530)587-8848 RetainPro 3.1C(c)1995 Fil.e:30PCF.RPF .-------------------------------------------------------------------------------- CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 -------------------------------------------------------------------------------- ---------- SOIL DATA ------------- ------'ADDED VERTICAL LOADS -------- Allowable Bearing = 2,000 psf Axial DL on Stem = 0 plf Active Lateral EFP = 30.0 psf Axial_ LL on Stem = 0 plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill Slope(0=level)= 0.0:1 Surcharge over Heel = 250.0 psf Passive Lateral = 400 pcf Using Surcharge to resist Soil Density = 110.0 pcf overturning @ Heel Yes Soil Ht over Toe = 6.0 in @ Toe Yes ------•ADDED-LATERAL•LOADS --------- ---------ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 pl.-f. On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0.00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-] = 0.00 ft Footing Type Square ---------------------------- WALL & FOOTING DATA ---- --------------------- Retained Height = 6.00 ft Toe Width = 1.00 ft Wall Ht. above soil = 0.00 ft Heel Width = 2.67 ft Total Wall Height = 6.00 ft ------- Key Depth = 0.00 in Total Width = 3.67 ft Key Width = 0.00 in Thickness = 12.00 in Key Dist. to Toe = 0:000 ft Pressure @ Toe = 1,834 psf Pressure @ Heel = 0 psf F.S.: Overturning = 1.99 :1 Allowable Press. = 2,000 psf F.S.: Sliding = 1.54 :1 Eccentricity = 8.81 in Allowable,Shear = 85.00 psi - Resultant Outside Middle Third 1 -Way Shear @ Toe = 6.2 psi Note: Pv Not Used for Soil Pres. 1 -Way Shear @ Heel = 18.3 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.450 Tot Lateral Force*1.5= 1,767.8 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 450.0 # Factor of Safety = 1.54 (-)Friction = 1;362.8 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------. (Using ACI Factors) --- Toe--- --Heel-- f'c = 2,500 psi ACI 9.1 Pressure = 2,568 0 psf Fy = 40,000 psi Mu - Upward = 1,154 567 ft-# Upward soil pres. used on heel Mu - Downward = 144 2,978 ft-# -------- Rebar Choices -------- Mu - Design = 1,011 2,411 ft-# Toe(bot) Heel(top) One -Way Shear: #4 @Not Reqd in 8.42 in vu = 6.20 18.27 psi #5 @Not Reqd in 13.05 in vn=2(f'c)1/2*.85= 85.00 .85.00 psi #6 @Not Reqd in 18.53 in Rebar CL To Edge = 3.00 2.00 in #7 @Not Reqd in 25.26 in Depth to steel = 8.50 9.50 in #8 @Not Reqd in 33.26 in Ru = Mu/bd"2 = 0.0 29.7 #9 @Not Reqd in 42.11 in Min. Rebar Ratio = 0.0025 #10 @Not Reqd in 48.00 in Stephen.,L. Miller, P. E. Title: 6.'Ft. Wall D/W 17400 Northwoods Blvd., #4 Descr: ? Truckee, California 96161 Page of 3� Fax: (530)587-2836 Job #: By:Miller Date: 4/16/00 .Phone: (530)587-8848 RetainPro 3.1C(c)1995 File:30PCF..RPF ----------------------------------- STEM- DESIGN -----------------------:---- (Values shown for concrete stems have been factored) Pg 2 of 2 I- Descending.Stem Sections, Highest @ Left -� Stem Construction Data Highest (use columns.from left to right) --------------------------=---------------------------------------------- DESIGN HT. ABOVE FTG. = 0.0C ft. WALL TYPE ABOVE HT. :Concrete Thickness (nominal) = 8.00 in Rebar Size = # 5 Rebar Spacing = 12.00 in Rebar Placed at Edge .....DESIGN.. DATA. ........... ................................................ fb/Fb + fa/Fa = 0.709 Lateral Load @ Design Ht = 1,607 # MOMENT..... Actual = 3,921 ft-# Allowable = 5,528 ft-# SHEAR.....: Actual = 21.64 psi Allowable = 85.00 psi Embedment Length Req'd = 6.00 Wall Weight = 100.0 psf Rebar Placed at Depth 'd'= 6.19 in MASONRY DATA............. .................................................. f'm = psi Fs = psi Grouting Special Inspection n : Es./ Em = Short Term Increase = CONCRETE DATA........ ... ................................ ............... f'c = 2,500 psi Fy = 40,000 psi ------------------------- SUMMARY OF FORCES-& MOMENTS ---------------------- I- Overturning Moments Resisting Moments -� Origin of Force: # ft ft-# # f.t ft-# ---------------- -------- Heel Active Press. = --------------- 1,212 2.79 3,385 ------- ----- --------- Soil over Heel = 1,322 2.67 3,528 Toe Active Press. _ -34 0.50 -17 Soil over Toe = 55 0.50 28 Sloped Soil @ Heel = 0 0.00 0 Adjacent Ftg. Load = 0 0.00 0 0 0.00 0 Surcharge @ Heel = 501 2.67 1,336 Surcharge @ Toe = 0 0.00 0 0 0.00 0 Axial Load on Wall = 0 0 0.00 0 Load @ Proj. Wall = 0 0.00 0 Averaged Stem Wts. = 600 1.33 800 Earth Behind Stem = 0 0.00 0 Added Lateral Load = 0 0.00 0 Footing Weight = 550 1.84 1,010 Key Weight = 0 0.00 0 Vert. Componant of = 0 0.00 0 Active Press. --------- - - - -- - - --- - - - - - ---- -- - - - - - TOTALS = 1,179 3,369 3,029 6,702 --------- --------- -------- Totals used for Soil Pressure, Pv Not Included= --------- 3,029 6,702 STEPHEN L. MILLER - CIVIL ENGINEER 17400 Northwoods Blvd. Suite #4 • Truckee, CA 96161 (530) 587-8848 FAX (530) 587-2836 JOB 7A -OMI T -r SHEET NO. Z 1 OF CALCULATED BY DATE CHECKED BY DATE AC PAVEMENT 2" GLR. #4 @ 16" O.G. F-- 8" CAST -IN-PLACE CONCRETE #5 @ 12" O.G. _ O DRAIN ROCK 4"(P PERFORATED PIPE V KEYWAY N 11 �i 4 #4 CONTINUOUS #5 @ 12" O.G. 2'-0.1 8.. 1.-0.. V . RETA I N I N& NALL SCALE 1/2"=I" -O' Rt6ft5OCG250 Stephen L. Miller, P. E. Title: 8 Ft. D/W Wall 17400 N'orthwoods Blvd., #4 Descr: Truckee, California 96161 Page 25 of 3i Fax: (530)587-2836 Job #: By:Miller Date: 2/04/00 Phone: (530)587-8848 RetainPro 3.1C(c)1995 File:30PCF.RPF CANTILEVERED RETAINING WALL DESIGN Pg 1 of 2 ------------------------------------------------------ ---------- SOIL DATA ------------- Allowable Bearing = 2,000 psf Active Lateral EFP = 30.0 psf ....Slope Active = 0.0 psf ..Active Press Limit = N/A psf Bkfill Slope(0=level)= 0.0:1 Passive Lateral = 400 pcf Soil Density = 110.0 pcf Soil Ht over Toe = 6.0 in ------ADDED LATERAL LOADS ------- Lateral Load Acting On Stem Above Soil = 0.00 psf Add'1 Lateral Load = 0.0 plf ...height to stop = 0.00 ft ...height to start = 0.00 ft ------ ADDED VERTICAL LOADS -------- Axial DL on Stem = Axial LL on Stem = ..Ecc Left of Stem CL = Surcharge over Toe = Surcharge over Heel = Using Surcharge to resist overturning @ Heel @ Toe ------.ADJACENT FOOTING Vertical load = ...Ecc. (Toe side +) _ Footing Width (perp) _ Face Top Stem to Ftg. CL= Ftg. Base Above/Below Soil At Wall Face [+/-] = 0 plf 0 plf 0.00 in 0.0 psf 250.0 psf Yes Yes 0 plf 0.00 in 0.00 ft 0.00 ft 0.00 ft Footing Type : Square ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 8.00 ft Toe Width = 1.00 ft Wall Ht.'above soil = 0.00 ft Heel Width = 4.50 ft Total Wall Height = 8.00 ft Key Depth = 0.00 in Key Width = 0.00 in Key Dist. to Toe = 0.000 ft -SUMMARY Pressure @ Toe = 1,898 psf Total Width Thickness 5.50 ft = 12.00 in Pressure @ Heel = 292 psf F.S.: Overturning = 2.96 :1 Allowable Press. = 2,000 psf F.S.: Sliding = 1.59 :1 Eccentricity = 8.07 in Allowable Shear = 85.00 psi Resultant Within Middle Third 1 -Way Shear @ Toe = 6.6 psi Note: "Pv:.Used for Soil Pres. 1 -Way Shear_@ Heel = 22.8 psi ----------------------------- SLIDING ------------ CHECK ------------------------------ Ftg/Soil Friction = 0.400 Tot Lateral Force*1.5= 2,692.3 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 450.0 # Factor of Safety = 1.59 (-)Friction - 2,409.3 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------. (Using ACI Factors) --- Toe --- ACI 9.1 Pressure = '2,657 Mu - Upward = 1,261 Mu - Downward = 144 Mu - Design = 1,117 One -Way Shear: vu = 6.61 vn=2(f'c)1/2*.8'5= 85.00 Rebar CL To Edge = 3.00 Depth to steel = 8.50 Ru = Mu/bdA2 = 0.0 Min. Rebar Ratio = 0.0025 --Heel-- f'c = 2,500 psi 409 psf Fy = 40,000 psi 6,108 ft-# Upward soil pres. used on heel 12,046 ft-# -------- Rebar Choices -------- 5,938 ft-# Toe(bot) Heel(top) #4 @Not Reqd in 8.42 in 22.79 psi #5 @Not Reqd in 13.05 in 85.00 psi #6 @Not Reqd in 18.53 in 2.00 in #7 @Not Reqd in 25.26 in 9.50 in #8 @Not Reqd in 33.26 in 73.1 #9 @Not Reqd in 42.11 in #10 @Not Reqd in 48.00 in S'teph6n L: -.:Miller, P.. E. ft Title: 8 -Ft. D/W Wall # 17400 gorthwoods Blvd., #4 ft-# Descr:' ------ 3.50 Truckee, California 96161 ------- ----- --------- Page 2(0 of 37 Fax: (530)587-2836 Job #: By:Miller Date: 2/04/00 Phone: (530)587-8848 11,831 RetainPro 3.1C(c)1995 File:30PCF.RPF 0.50 ----_-----.,--•:-.---------------------- STEM DESIGN -_ ---.------- (Values shown for concrete stems have been factored) Pg 2 of 2 0.50 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data ------------------------------------------------------------------------- Highest (use columns from left to right) DESIGN HT. ABOVE FTC. = 4,00 0:00 ft WALL TYPE ABOVE HT. :Concrete Concrete Thickness (nominal) = 10.00 10.00 in Rebar Size = # 4 # 5 0 Rebar Spacing = 16.00 8.00 in Rebar Placed at Edge Edge 0 DESIGN DATA.. ........... ................................................. 0 fb/Fb + fa/Fa = 0.402 0.739 Lateral Load @ Design Ht = 872 2,553 # , MOMENT..... Actual = 1,471 8,060 ft-# Allowable = 3,659 10,911 ft-# SHEAR...... Actual = 8.80 25.98 psi Allowable = 85.00 85.00 psi Embedment Length Req'd = 12.00 6.00 Wall Weight = 125.0 125.0 psf Rebar Placed at Depth 'd'= 8.25 8.19 in MASONRYDATA............. ................................................ f'm = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = ..CONCRETE._DATA............ ................................................ f'c = 2,500 2,500 psi Fy = 40,000 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- I- Overturning Moments -I- Resisting Moments -I Origin of Force: Heel Active Press. Soil over Heel Toe Active Press. Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge @ Heel Surcharge @ Toe Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts. Earth Behind Stem Added Lateral Load Footing Weight Key Weight Vert. Componant of Active Press. TOTALS # ft ft-# # ft ft-# -------- 1,829 ------ 3.50 --------- 6,406 ------- ----- --------- = 3,227 .3.67 11,831 _ -34 0.50 -17 = 55 0.50 28 = 0 0.00 0 = 0 0.00 0 0 0.00 0 = 917 3.67 3,361 = 0 0.00 0 0 0.00 0 = 0 0 0.00 0 = 0 0.00 0 = 1,000 1.42 1,417 = 0 0.00 0 = 0 0.00 0 = 825 2.75 2,269 = 0 0.00 0 = 0 0.00 0 Totals used for Soil --------- 1,795 --------- --------- 61389 -------- 6,023 --------- 18,905 Pressure, --------- Pv Included = -------- 6,023 --------- 18,905 STEPHEN L. MILLER - CIVIL ENGINEER 17400 Northwoods Blvd. Suite #4 Truckee, CA 96161 (530) 587-8848 FAX (530) 587-2836 JOB C-2 Pr 2(7 1 rr 22 SHEET NO. OF C' 7� CALCULATED BY ✓Vvl DATE � IT VJ Z CHECKED BY DATE AG PAVEMENT 2" GLR. 2 #4 @ I6" O.G. 10" CAST -IN-PLACE CONCRETE y DRAIN ROCK O 1 #5 @ 8" O.G. #4 @ 16" O.G. 4"0 PERFORATED PIPE .. KEYWAY O 1 1 #5 @ 8" O.G. V 6 #4 CONTINUOUS a'—O" RETA I N I N6 NALL 5CALE 1/2"=I" -O" Rt8ft3066250A Stephen, L. Miller, P. E. Title: 10 Ft. D/W Wall 17400 Northwoods Blvd., #4 Descr: Truckee, California 96161 Page Z15 of37 Fax: (530)587-2836 Job #: By:Miller Date: 2/04/00 Phone: (530)587-8848 RetainPro 3.1C(c)1995 File:30PCF.RPF CANTILEVERED RETAINING -------------------------------------------------------------------------------- WALL DESIGN Pg 1 of 2 ---------- SOIL DATA ------------- ------ ADDED VERTICAL LOADS -------- Allowable Bearing = 2,000 psf Axial DL on Stem = 0 plf Active Lateral EFP = _ 30.0 psf Axial LL on Stem = 0 Plf ....Slope Active = 0.0 psf ..Ecc Left of Stem CL = 0.00 in ..Active Press Limit = N/A psf Surcharge over Toe = 0.0 psf Bkfill.Slope(0=level)= 0.0:1 Surcharge over Heel = 250.0 psf Passive Lateral = 400 pcf Using Surcharge to resist Soil Density = 110.0 pcf overturning @ Heel Yes Soil Ht over Toe = 6.0 in @ Toe Yes ------ ADDED LATERAL LOADS ------- -------- ADJACENT FOOTING ---------- Lateral Load Acting Vertical load = 0 plf On Stem Above Soil = 0.00 psf ...Ecc. (Toe side +) = 0.00 in Footing Width (perp) = 0..00 ft Add'1 Lateral Load = 0.0 plf Face Top Stem to Ftg. CL= 0.00 ft ...height to stop = 0.00 ft Ftg. Base Above/Below Soil ...height to start = 0.00 ft At Wall Face [+/-J = 0.00 ft Footing Type Square. ---------------------------- WALL & FOOTING DATA ------------------------- Retained Height = 10.00 ft Toe Width = 1.00 ft Wall Ht.'above soil = 0.00 ft Heel Width = 7.00 ft Total Wall Height = 10.00 ft ------- Key Depth = 0.00 in Total Width = 8.00 ft Key Width = 0.00 in Thickness = 12.00 in Key Dist. to Toe = 0.000 ft SUMMARY.====____________________________. Pressure @ Toe = 1,968 psf Pressure @ Heel = 739 psf F.S.: Overturning = 4.42 :1 Allowable Press. = 2,000 psf F.S.: Sliding = 1.89 :1 Eccentricity = 7.26 in Allowable Shear = 85.00 psi Resultant Within Middle Third 1 -Way Shear @ Toe = 7.0 psi Note: "Pv: Used for Soil Pres. 1 -Way Shear @ Heel = 25.8 psi ----------------------------- SLIDING CHECK ------------------------------ Ftg/Soil Friction = 0.400 Tot Lateral Force*1.5= 3,796.9 # Soil @ Toe Not Used = 0.00 in (-)Passive Pressure = 450.0 # Factor of Safety = 1.89 (-)Friction = 4,332.0 # Add'1 Force Req'd = 0.0 # ---------------------------- FOOTING DESIGN ------------------------------ (Using ACI Factors) --- Toe --- --Heel-- f'c = 2,500 psi ACI 9.1 Pressure = 2,755 1,035 psf Fy = 40,000 psi Mu - Upward = 1,342 28,086 ft-# Upward soil pres. used on heel Mu - Downward = 144 39,929 ft-# -------- Rebar Choices -------- Mu - Design = 1,198 11,843 ft-# Toe(bot) Heel(top) One -Way Shear: #4 @Not Reqd in 4.21 in vu = 6.97 25.80 psi #5 @Not Reqd in 6.53 in vn=2(f'c)1/2*.85= 85.00 85.00 psi #6 @Not Reqd in 9.26 in Rebar CL To Edge = 3.00 2.00 in #7 @Not Reqd in 12.63 in Depth to steel = 8.50 9.50 in #8 @Not Reqd in 16.63 in Ru = Mu/bd"2 = 0.0 145.8 #9 @Not Reqd in 21.05 in Min. Rebar Ratio = 0.0025 #10 @Not Reqd in 26.74 in Stephen, L. Miller, P. E:. ft Title: 10 Ft. D/W Wall # 174.00 Northwoods Blvd., #4 ft'-# Descr: 2� Truckee, California 96161 ------- ----- --------- Page .of.3% Fax: (530)587-2836 Job #: By:Miller Date: 2/04/00 Phone: (530)587-8848 33, 351,, RetainPro 3.1C(c)1995 File:30PCF.RPF 0.50 -------=------------•--------------- -STEM DESIGN. -._.---------------•------------------ (Values shown for concrete stems have been factored) Pg 2 of 2 55 I- Descending Stem Sections, Highest @ Left -� Stem Construction Data Highest (use columns from left to right) --------------------------------------------------------------------------- DESIGN HT. ABOVE FTG. = 4.00 0.00 ._ft WALL TYPE ABOVE HT. :Concrete Concrete 0 Thickness (nominal) = 10.00 10.00 in Rebar Size = # 5 # 5 0.00 Rebar Spacing = 16.00 4.00 in Rebar Placed at Edge Edge 0 DESIGN DATA.............. ................................................ = 0 0.00 fb/Fb + fa/Fa = 0.703 0.687 Lateral Load @ Design Ht = 1,613 3,703 # MOMENT..... Actual = 3,922 14,294 ft-# Allowable = 5,583 20,802 ft-# SHEAR...... Actual = 16.42 37.69 psi Allowable = 85.00 85.00 psi Embedment Length Req'd = 12.00 6.00 4,800 Wall Weight = 125.0 125.0 psf Rebar Placed at Depth 'd'= 8.19 8.19 in MASONRYDATA.............. ................................................ 0.00 0 f ' m -. = psi Fs = psi Grouting Special Inspection n : Es / Em = Short Term Increase = .CONCRETE.DATA............ ................................................ f'c = 2,500 2,500 psi Fy = 40,000 40,000 psi ------------------------- SUMMARY OF FORCES & MOMENTS ---------------------- �- Overturning Moments Resisting Moments -� Origin of -Force: Heel Active Press. Soil over Heel Toe Active Press. Soil over Toe Sloped Soil @ Heel Adjacent Ftg. Load Surcharge @ Heel Surcharge @ Toe Axial Load on Wall Load @ Proj. Wall Averaged Stem Wts. Earth Behind Stem Added Lateral Load Footing Weight Key Weight Vert. Componant of Active Press. TOTALS # ft ft-# # ft ft'-# -------- 2,565 ------ 4.20 --------- 10,780 ------- ----- --------- = 6,783 4.92 33, 351,, -34. 0.50 -17 -� = 55 0.50 28 = 0 0.00 0 = 0 0.00 0 0 0.00 0 = 1,542 4.92 7,580 = 0 0.00 0 0 0.00 0 = 0 0 0.00 0 = 0 0.00 0 = 1,250 1.42 1,771 = 0 0.00 0 = 0 0.00 0 = 1,200 4.00 4,800 = 0 0.00 0 = 0 0.00 0 Totals used for Soil 2,531 10,763 10,830 47,530 --------- Pressure, --------- Pv Included = -------- 10,830 --------- 47,530 STEPHEN L. MILLER - CIVIL ENGINEER 17400 Northwoods Blvd. Suite 04 Truckee, CA 96161 (530) 587-8848 FAX (530) S87 -2836 - JOB I Tr SHEET NO. 3o OF CALCULATED BY DATE J IZ j/UZ CHECKED BY DATE AG PAVEMENT- 2" GLR. v F 10" CAST -IN-PLACE CONCRETE DRAIN ROCK #5 m 16" O.G. #4 @ 16" O.G. 0004 0 o00 2 #4 @ 16" O.G. #5 a 4" O:G. O 4",P PERFORATED PIPE ., KEYWAY - #5 ® 4" O.G. 8 #4 CONTINUOUS 10" I' -O" v t� V-0" 10'-0" RETAINING NALL 5CALE 1/2"=I" -O" Rtfof t30CG250 STEPHEN L. MILLER - CIVIL ENGINEER JOB 17400 Northwoods Blvd. Suite #4 SHEET NO. 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MILLER - CIVIL ENGINEER JOB P�4�BCc�1TT G 17400 Northwoods Blvd. Suite N4 SHEET NO. 37 OF " Truckee, CA 96161 (530) 587-8848 CALCULATED BY ✓^ \IC DATE 11 (02 - FAX (530) 587-2836 CHECKED BY DATE JOB STFPHEN L. MILLER - CIVIL ENGINEER �� �gl77 17400 Northwoods Blvd. Suite N4 SHEET NO. 3� OF Truckee, CA 96161 (530) 587-8848 CALCULATED BY % lam^' I DATE ! •%Z FAX (530) 587-2836 CHECKED BY 8d ® 6" O.G. 1/2" GD PLYWOOD r— STRUCTURAL TRU55 DATE 51MPSON A35 @ 24" O.G. 3d @ 6" O.G. 3/8" GD PLYWOOD ALL E06E5 BLOCKED Dd m 6" O.G. 5PLIGE PLYWOOD 5d ® 6" O.G. 3d ® 4" O.G. bd 6" O.G. 3/8" GD PLYWOOD ALL EDGES BLOCKED 8d ® 4" O.G. SPLICE PLYWOOD 8d @ 6" O.G. 3/8" GD PLYWOOD ALL EDGES BLOCKED 8d @ 6" O.G. 5/8"0 A.B. o 4'-O" O.G. SHEAR TRANSFER DETAIL 50ALE 5/4' I "-O" Bobb1ttL1ne4 STEPHEN L. MILLER - CIVIL ENGINEER 17400 Northwoods Blvd. Suite M4 ' G Truckee, CA 96161 (S30) S87-8848 FAX (S30) S87-2836 BobbittLlneC JOB r2A g(-t� Tr SHEET NO.G, !� OF CALCULATED BY ✓ �kj DATE Z Z CHECKED BY DATE NON -SHEAR WALL 8d ® 6" O.G. 5/8" GD PLYWOOD ALL EDGE5 BLOCKED 8d a b" O.G. 5/8"cP A.B. o 4'-0" O.G. SHEAR TRANSFER DETAIL SCALE 5/4"=1"-O" STEPHEN L. MILLER - CIVIL ENGINEER JOB 17400 Northwoods Blvd. Suite #4 SHEET NO.- OF'-* Truckee, CA 96161 (530) 587-8848 CALCULATED BY t)IAVDATE FAX (530) 587-2836 CHECKED BY DATE ---------- 7 S.cl.f ............. �zz ...... .. . 1sw .......................................... ............. ... ......... ...... .... .... . ........... < STEPHEN L. MILLER - CIVIL ENGINEER JOB 17400 Northwoods Blvd. Suite #4 SHEET NO. OF Truckee. CA 96161 (530) 587-8848 CALCULATED BY M DATE FAX (530) 587-2836 CHECKED BY DATE a 7 [J 7 F.;.T� 12 I -A ........... ............. .... . .... . .............. ............. ...... ........ ....... ...... March 6, 2003 Thomas and Julie Babbitt PO Box 9956 Truckee, CA 96161 • .0 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-310-037 Building Permit Number: 03-0054 Thank you for resubmitting 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: 3. Detail how 2'-0" shear walls meet the aspect ratio of UBC T 26 -H --G. The solution is not shown on the plans. Refer to Sheet 7. 4. Distribute the 2000 lb concentrated load over 20 sq. inches per UBC 1607.3.3. Demonstrate the assumption that the load is distributed over 5 spans, or even 3. If you wish to discuss any of these requirements, please call (530) 872-2646 between the hours of 1:00 p.m. and 4:00 p.m., Tuesday through Thursday. 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. Keith Long, Architect Plans Examiner Consultant 'lofI January 23, 2003 Thomas and Julie Babbitt PO Box 9956 Truckee, CA 96161 • Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-310-037 Building Permit Number: 03-0054 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: 1. Specify method of draining the roof. Size downspouts, scuppers, etc. Provide crickets and/or cants as required. 2. Clarify that N -S walls are to be balloon framed. 3. The site plan and hxterior Elevations Sheet 2 show finish grade sloping toward the residence. Slope away from the structure. 4. Specify pickets with less than 4" clear space between. 5. Specify exterior finishes on the Elevations. If stucco, specify weep screed. 6. Provide subfloor access(es) and ventilation. 7. Specify/detail method of achieving attic ventilation. 8. Specify waterproofing of retaining walls adjacent to living habitable space. 9. Please show/specify waterproof membrane under Garage slab, and slope to drain. 10. Specify safety glazing at 3050 window at the stair landing. 11. Specify method of achieving one-hour separation between Garage and living areas, including doors. 12. . Show compliance with SRA requirements on the west side of the property. STRUCTURAL COMMENTS: 1 • The engineer shall certify he has reveiwed the Homewood truss calcs for this project, and that all span and loading criteria have been met. 2. Show lateral load path from 2'-0" type 6 shear walls, Line 6, into the foundation. 3. Detail how 2'-0" shear walls meet the aspect ratio of UBC T 26 -II -G. 4. Distribute the 2000 lb concentrated load over 20 sq. inches per UBC 1607.3.3. 1 of 2 5. Justify no consideration of vehicle weight in seismic design. If you wish to discuss any of these requirements, please call (530) 872-2646 between the hours of 1:00 p.m. and 4:00 p.m., Tuesday through Thursday. 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. Keith Long, Architect Plans Examiner Consultant 2 of 2 PROJECT PROCESSING RECORD Applicant: �Y✓ Owner: A.P. #: �, Permit #: — 0 0 S U Work Description: Date Description of Step or Status Ll -6 April 24, 2003 Thomas and -Julie Babbitt PO Box 9956. Truckee, CA 96161 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-310-037 Building Permit Number: 03-0054 Thank you for resubmitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Plans are Approved as resubmitted. 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. Keith Long, Architect Plans Examiner Consultant loft C AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 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 `� _ �� Q n� PROPERTY OWNERS: Tho ry-�a5 �, r alp ft State of California County of -1-73 c., On A) � , � f U � � 00 J before OI i • 4 n0� personally appeared m 0 S Lb 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 ins trum and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and th by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) ac r ecuted the instrument. WITNESS myd official seal. , Signature s' Seal: w QoLaE Honl ► ,... / Commission #1351387 c1 . A.P. #_ (� - UD3 Notary Public - California Butte County N MY Comm. Exp. APFI. 14,.20b6 JL 3 12..00 OfficialrdeRecords I COPIESf 50 County Of I Bu HE I CANDFICE. J. GRUBBS I Recorder I ROSEMARY DICKSON I assistant I ahauna 12:131A M -Alar -2W3 i Fuge 1 of 2 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date `� _ �� Q n� PROPERTY OWNERS: Tho ry-�a5 �, r alp ft State of California County of -1-73 c., On A) � , � f U � � 00 J before OI i • 4 n0� personally appeared m 0 S Lb 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 ins trum and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and th by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) ac r ecuted the instrument. WITNESS myd official seal. , Signature s' Seal: w QoLaE Honl ► ,... / Commission #1351387 c1 . A.P. #_ (� - UD3 Notary Public - California Butte County N MY Comm. Exp. APFI. 14,.20b6 Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: LOT 472, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "KELLY RIDGE ESTATES UNIT NO. 40", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON MAY 2, 1978, IN BOOK 66 OF MAPS, AT PAGE(S) 9, 10, i 11, 12 AND 13. APN 069-310-037-000 O.B.-1 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. /personally plan to provide thee major labor and materials for construction of the proposed --proerty im. vement : YES lei NO ❑ ��Ii,v:�ntracted HAVE NOT ❑ signed an application fora buildin ermit for the rS p p oposed work. with the following person (firm) to provide the proposed construction: NAME: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portiontmmajoro work, but I have hired the following per - n to coordinate, supervise, and provide th NAME: ADDRESS: CITY. PHONE: CONTRACTOR'S LI SENO. 5. I will provide some of the work but I have contracted ed) the fo g persons to provide the work indicated: NAME ADDRESS HONE TYPE OF WORK SIGNED: PROPERTYOWNER:r vG, i�--------------------------- DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit OVER I OWNER BUILDER INFORMATION I Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is '$300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not cavy out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. rely, Mic 1 C. Vi ira, C.B.O. M ger, Building Inspection NOTE. This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. M* • 11-loor clans reviewed by School District Personnel) -District Identification No: _58 qt.• „� . 'School District certifies that 'T'�„�,✓, , (Applicant) (Street Addie,s) (Phone Number) ra q 0. I l (City) (State) (Zip Code) has complied with the requirements of Resolution No. _e _4 p by payment of $-� " ({- 5 t (_ _ • � x representing 1I es square feet. AB 2926 JS ` FULL MITIGATION $ School District Represent i e Date Paid by Check # Remarks: _� o Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit t, you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeformAs (10i98)dmm 1 l ., BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District 6 L tk" Building Department No. A.P. Number DIA 310-0 3 % Jurisdiction: r City County - Property Owner r f Property Location/Address -'-�` at iZ '� O •Subdivision P l ,I Lot No. T� Residential Development E2:1 ............................................... 0- "� ~ L Sq. Footage 21 V No of Living Mobile Home -AdddioN *Supplemental to_ ._ _(Group ) - Units Installation 1 _ Conversion Permit #� f t e + h Inspection); .........Irf.(No,foundition Commercial/Industrial Sq. Footage New Addition (Including Exterior Roofed Areas) ' Building bepartment Representative 1 Date 11-loor clans reviewed by School District Personnel) -District Identification No: _58 qt.• „� . 'School District certifies that 'T'�„�,✓, , (Applicant) (Street Addie,s) (Phone Number) ra q 0. I l (City) (State) (Zip Code) has complied with the requirements of Resolution No. _e _4 p by payment of $-� " ({- 5 t (_ _ • � x representing 1I es square feet. AB 2926 JS ` FULL MITIGATION $ School District Represent i e Date Paid by Check # Remarks: _� o Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit t, you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (budding department), Pink (school district) feeformAs (10i98)dmm 1 l SITE PLAN REVIEW APPLICATION Date: AP# ©&'? — 3 GO — 03 7 Permit Number (if applicable) APPLICANT INFORMATION - Parcel Size: (f Owners Name: Owners Address: Telephone No.: Situs Address: Proposed Use: p0 l3vac �Tlr , 7�2yc(cc c. 44 40!G/ 6$q—o7gc fir- X72- it (<<C(y A�Te Residential New Single Family Residential ❑ Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition Other ❑ Septic ❑ Agricultural Exempt Building ❑ Other: Brief Explanation (if necessary): ❑ Single Family Remodel ❑ Commercial Remodel. ❑ Industrial Remodel ❑ Well DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) Approved Con o ��yWApproved. ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By Date g `Y.,,r4ly O 3 Pagel 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) ❑ SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See attached) • Flood Zone: • Flood Panel No.: Index Date: ❑ Sacramento River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) ❑ North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Minor Variance ❑ Variance ---------------------------------------------- ------ ------- ------ ------------- ----- ----------- - ❑ Detached Building Use Form ❑ Encroachment Permit ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. Page 2 of 5 a Zoning Code Streets & Highways Fire Prevention Subdivision Map Front Side 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 a *.} Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Drainage Area ❑ Thermalito Urban Area ❑ Other -------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement- ❑ North Oroville Area ❑ Other (per map) * Cbeck 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 II Deeds: Date of Creation: Legal Access Provided: Deed of Reference: Legal Access Required Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Decd Creation:❑ No ❑ Yes Comments: ❑ No ❑ Yes ❑ No ❑ Yes 40 Parcel Deemed to be legal ❑ Verify Legal Parcel ❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current .Environmental Health Department requirements Page 3 of 5 II Subdivision Map/Parcel 7�- Map Date of Recording: Lot: Book: Page: ❑ Use Permit/Minor Use Permit Permit Number: Date of Approval: Parcel Map/Subdivision Map/Use Permit Conditions ❑ Comply with the following Conditions of Approval• ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet the Fire Department specifications, serves the parcel ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by the Department of Public Works. ❑ In lieu of a pressurized water system or water storage tank, payment into the appropriate Battalion Water Tender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for road maintenance, and stop sign maintenance. u Page 4 of 5 0 C Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. CAMy Documents\Building Permit Site Plan Reviewl.doc Page 5 of 5 ENCROACHMENT PERMIT County of Butte Department of Public Works 7 Count Center Drive Oroville, CA 95965 Phone (530) 538-7157 Ext. 2016 Fax: (530) 5384356 Download Forms: www.buttecounty.net/publicworks/forms.html NOTIFY COUNTY 24 HOURS BEFORE WORK IS TO BE DONE er tN Permit Number y District Phone 530 538-7157 Ext. 2016 J 00 3 �G APPLICATION I / WE, the undersigned, hereby apply to the County of Butte for an encroachment permit to do the following work under or over the County roads and highways, all in accordance with County ordinances and general laws. All information except signature must be typed or legibly rinted. 1. Applicant's Nw7tT _ . -wal-41 1 a. Company Name: 2. Address: 1!5 % 3. Phone: �� O �� 4. Assessor's Parcel umber. _Q, Ov 0 5. Location of Work be Done J �7✓. 6. Applicant's Signature - 7. Date: CONTRACTOR'S INFORMATION 8. Contractor's Name 9. Address 4 ' 10. Phone: 11. Fax: 12. Contractor's License Number. 13. Certificate of Insurance: Yes ❑ NO: ❑ 14. Contractor's Signature: 14a. Date Signed: 15. Authorized Agent - TYPE OF WORK TO BE DONE 16. Please Check: Curb: ❑ Gutter: ❑ Sidewalk: ❑ 17. Driveway (List Type): P. Other: PERMIT GRANTED In compliance with the above request, and subject to all term, conditions (including those on page 2 of this permit form) and special conditions written below, pern-ission is hereby ted. 19. Conditions �! � Cut oLnd 1eavc 2 L: 6arrn )ace ex s;c n # nt ** Note: If permits are faxed to any number besides (530) 538-4356, they can be aelayea up to oAe week. Page 1 of 2 General Conditions — See Page 2 Underground Service Alert(U-SA) must be notified two working days prior to any excavation. 800-227-2600 20. 8 All work shall conform to accompanying: Detail ❑ Plans ❑ Special Conditions K 21. Date Issued r G 22. Expiration Date: O i1 23 Surety: Mike Crump, Director of Public Works By: ** Note: If permits are faxed to any number besides (530) 538-4356, they can be aelayea up to oAe week. Page 1 of 2 General Conditions — See Page 2 4.,. 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" 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 WrM REVISED AND ORIGINAL PLANS_ OWNERS NAME DATE: LOCATION ON PLANS/CALCS: COMMENTS: L J aR ASSESSORS PARCEL NUMBER PERMIT NUMBER COMMENTS. ` RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: L J aR COMMENTS. il•l L ©"a U PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PPj�LvANS/CALCC%S: 7 COMMENTS: L J aR PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ITEM -W January 23, 2003 Thomas and Julie Babbitt PO Box 9956 Truckee, CA 96161 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-310-037 Building Permit Number: 03-0054 Thank you for submitting the plans for your building project. The plans have been reviewed, and the plan examiner's comments are listed below. Please respond in writing to each item by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Your complete and clear response will expedite the re -check and approval of this project. NON-STRUCTURAL COMMENTS: Specify method of draining the roof. Size downspouts, scuppers, etc. Provide crickets and/or cants as required. Clarify that N -S walls are to be balloon framed. ,,/3. The site plan and txterior Elevations Sheet 2 show finish grade sloping toward the residence. Slope away from the structure. 4.,- 4. Specify pickets with less than 4" clear space between. r/5. Specify exterior finishes on the Elevations. If stucco, specify weep screed. ,/6. Provide subfloor access(es) and ventilation. p/7. Specify/detail method of achieving attic ventilation. ,/.8. Specify waterproofing of retaining walls adjacent to living habitable space. Please show/specify waterproof membrane under Garage slab, and slope to drain. P110. Specify safety glazing at 3050 window at the stair landing. V'11. Specify method of achieving one-hour separation between Garage and living areas, including doors. /12. Show compliance with SRA requirements on the west side of the property. STRUCTURAL COMMENTS: ✓ 1. The engineer shall certify he has reveiwed the Homewood truss calcs for this project, and that all span and loading criteria have been met. V2. Show lateral load path from 2'-0" type 6 shear walls, Line 6, into the foundation. V3. Detail how 2'-0" shear walls meet the aspect ratio of UBC T 26 -II -G. 1,/4. Distribute the 2000 lb concentrated load over 20 sq. inches per UBC 1607.3.3. 1 of 2 — -1.,.., March 6, 2003 Thomas and Julie Babbitt PO Box 9956 Truckee, CA 96161 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Assessor Parcel Number: 069-310-037 Building Permit Number: 03-0054 - Thank you for resubmitting 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: 413• Detail how 2'-0" shear walls meet the aspect ratio of UBC T26 -II -G. The solution is not shown on the plans. Refer to Sheet 7. /4: 'Distribute the 2000 lb concentrated load over 20 sq. inches per UBC 1607.3.3. Demonstrate the assumption that the load is distributed over 5 spans, or even 3. If you wish to discuss any of these requirements, please call (530) 872-2646 between the hours of 1:00 p.m. and 4:00 p.m., Tuesday through Thursday. 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. Keith Lon91 " "Architect Plans Examiner Consultant } IofI RESPONSE FOR PLAN CHECK LETTI PLAN CHECK ITEM N COMMENTS: L,; - PLAN CHECK ITEM N COMMENTS: z 1& 601, c/&_74 c� z 'LAN CHECK ITEM 0 1%T ENTS: CHECK ITEM N ,,� ae, �ATEO: IESPONSE BY: �- ESPONSE BY: BY: ESPONSE BY: PLAN CHECK REM N RESPONSE BY: COMMENTS: S-lJ PLAN CHECK ITEM N 0 RESPONSE BY: COMMENTS:% (�� e, ��� of CHECK ITEM N /,2, ,2, RESPONSE BY: >CAT10N ON PLANS/�s LOCATION ON PLAN S LOCATION ON PLANS— /C LOCATION ON PLANS/ ATION ON PLANS/CALCS: . � _- TION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: Xd 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" 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: LOCATION ON PLANS/CALCS: COMMENTS: ale- ASSESSORS PARCEL NUMBER PERMIT NUMBER o y.-310 - 03 7 RESPONSE FOR PLAN CHECK LETTER DATED: PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: ale- / < --Z,4ZVV Gvu� PLAN CHECK ITEM # ,-_z dc- RESPONSE BY: ..-;;e , ZZA�- LOCATION ON PLANS/CALCS: 6 COMMENTS: Y� /GL PLAN CHECK ITEM # RESPONSE BY: �,✓ -- LOCATION ON PLANS/CALCS: COMMENTS: + p v C PLAN CHECK ITEM # ja r4 RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: C PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: C STEPHEN L. MILLER - CIVIL ENGINEER 108 17400 Northwoods Blvd. Suite #►4 SHEET NO. "� � OF I Truckee, CA 96161 I (530) 587-8848 CALCULATED BY �y DATE I I �I 03 FAX (530) 587-2836 CHECKED BY DATE SfTEPHEN L. MILLER - CIVIL ENGINEER JOB Q(�7� �• 17400 Northwoods Blvd. Suite #t4 SHEET NO. s- OF ` Truckee, CA 96161 1 Q, (530) 587-8848 CALCULATED BY DATE FAX (530) 587-2836 CHECKED BY DATE STEPHEN L. MILLER - CIVIL ENGINEER JOB �Af gi � I rr 17400 Northwoods Blvd. Suite #4 SHEET NO. OF Truckee, CA 96161 (530) 587-8848 CALCULATED BY yh DATE FAX (530) 587-2836 CHECKED BY DATE t.;� . ......... ............. v .... ............... .4 ..... ...... ........... 4t� . . ...... ........... ............. .............. . ..... ............ .............. ............ ............ ............. ..:............:........................I9................ 1:17h-J� .. .......... .......... ............... ............. .............. ........ .................. ......... .................... .............. . .................. ............................... .................................. 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I ............ t RISA -2D (R) Version 3.03 Steve Miller, Civil Engineer Job 17400 Northwoods Boulevard, #4 Page Truckee, CA 96161 Date Babbitt Residence Floor Joist Spring Constant-Midspan Units Option : US Standard AISC Code Checks : Calc Stresses Only Shear Deformation: No P -Delta Effects : No Redesign : No Edge Forces : No A.S.I.F. : 1.000 ---------------------------------------------------------------------------- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ----------- (ft) -------- (ft) ----- (in,K/in)---- (in,K/in)--- (r,K-ft/r)----- (F)- 1 0.00 0.00 R R 0.00 2 5.00 0.00 0.00 3 10.00 0.00 R 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) --------------- (Ksi)----------------------- (F) -------- (K/ft3)------ (Ksi)---- Wood 1600.00 . 0.30000 0.65000 0.035 1.000 --------------------------------------------------------------------=------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef ----------------------------- ---------- (in A2) --------- (in A4)----------------- 2 x 12 Wood 16.90 178.000 1.00 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------(in)----(in)------(ft) 1 1- 2 2 x 12 5.00 2 2- 3 2 x 12 5.00 ---------------------------------------------------------------=------------ I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb -------------------- (ft) ------ (ft) ----- (ft) ---------------------------------- 1 1 - 2 2 2 - 3 RISA -2D (R) Version 3.03 Steve Miller, Civil Engineer Job 17400 Northwoods Boulevard, #4 Page' Truckee, CA 96161 Date Babbitt Residence Floor Joist Spring Constant-Midspan --------------_-------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. --------------------------------------=-----------------------------------=-- 1 Point Load 1 Nodal Loads, BLC 1: Point Load ---------------------------------------------------------------------------- Node Number Global X Global Y Moment ------------------------(K)------------------(K)------------------(K-ft)---- 2 0.000 -1.000 0.000 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 Point Load Y 0 1 1 Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft/sec**2 Load Combination is 1 Point Load Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation ---------------------(in)-----------------(in)----------------(rad)--------- 1 0.00000 .00000 -0.00316 2 0.00000 -0.12640 0.00000 0.00000 3 0.00000 -0.0000 0.00316 Load Combination is 1 Point Load Reactions Node Global X Global Y Moment ----------------------(K)------------------(K)---------------(K-ft)--------- 1 0.00000 0.50000 0.00000 3 0.00000 0.50000 0.00000 Totals 0.00000 1.00000 0.00000 RISA -2D (R) Version 3.03 Steve Miller, Civil Engineer Job 17400 Northwoods Boulevard, #4 Page 1' Truckee, CA 96161 Date Babbitt.Residence Floor Joist Spring Constant -Ends Units Option : US Standard AISC Code Checks : Calc Stresses Only Shear Deformation: No P -Delta Effects No Redesign : No Edge Forces : No A.S.I.F. : 1.000 ---------------------------------------------------------------------------- Node Boundary Conditions No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ----------- (ft) -------- (ft) ----= (in,K/in) ---- (in,K/in) -.-- (r,K-ft/r) ----- (F)- .1 0.00 0.00 R R 0.00 2 1.50 0.00 0.00 3 10.00 0.00 R 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) --------------- (Ksi)----------------------- (F) -------- (K/ft3)------ (Ksi)---- Wood 1600.00 0.30000 0.65000 0.035 1.000 ---------------------------------------------------------------------------- Section Database Matl. Area Moment of As y/y ,Label Shape Set Inertia Coef -------------------------------------- (inA2)--------- (in A4)------------------ 2 x 12, Wood 16.90 178.000 1.00 ---------------------------------------------------------------------------- I J I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------(in)----(in)------(ft) 1 1- 2 2 x 12 1.50 2 2- 3 2 x 12 8.50 ---------------------------------------------------------------------------- I J Unbraced Lengths K Factors Bending Coefs No Node Node Lb -in Lb -out Lc In Out Cm Cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 2 2 2 - 3 ' r RISA -2D (R) Version 3.03 Steve Miller, Civil Engineer Job 17400 Northwoods Boulevard, #4 Page Truckee, CA 96161 Date Babbitt Residence Floor Joist Spring Constant -Ends ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 Point Load 1 Nodal Loads, BLC 1: Point Load ---------------------------------------------------------------------------- Node Number Global X Global Y Moment ------------------------(K)------------------(K)------------------(K-ft)---- 2 0.000 -1.000 0.000 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac . DYNA S V --=-------------------------------------------------------------------------- 1 Point Load Y 0 1 1 Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft/sec**2 Load Combination is 1 Point Load Nodal Displacements ---------------------------------------------------------------------------- . Node Global X Global Y Rotation --------------------- (in) ----------------- (in) ---------------- (rad) --------- 1 0.00000 -0.00000 -0.00199 2 0.00000 1-0.-032881 -0.00150 3 0.00000 -0.00000 0:00124 Load Combination is 1 Point Load Reactions Node -Global X Global Y Moment ----------------------(K)------------------(K)---------------(K-ft)--------- 1 0.00000 0.85000 0.00000 3 0.00000 0.15000 0.00000 Totals 0.00000 1.00000 0.00000 RISA -2D (R) Version 3.03 Steve Miller, Civil Engineer Job 17400 Northwoods Boulevard, #4 Page Truckee, CA 96161 Date Babbitt Residence Slab Reactions-Midspan of Joists Units Option US Standard AISC Code Checks Calc Stresses Only Shear Deformation: No P -Delta Effects : No Redesign : No Edge Forces : No ------------------------------------ I Releases J End Offsets No A.S.I.F. : 1.000 Length 5FPNL- Cabs-rA-"'r ---------------------------------------------------------------------------- Node 1 1- Boundary Conditions 1.00 No X-Coord 2 Y-Coord X-dof Y-dof Rotation Temp. ----------- (ft) -------- (ft) ------(in, K/in) ---- (in, K/in) --- (r, K-ft/r) ----- (F) - 1 0.00 0.00 R S 7.9 0.00 2 1.00 0.00 S 7.9 0.00 3 2.00 0.00 S 7.9 0.00 4 3.00 0.00 S 7.9 0.00 5 4.00 0.00 S 7.9 0.00 6 5.00 0.00 S 7.9 0.00 7 6.00 0.00 S 7.9 0.00 8 7.00 0.00 S 7.9 0.00 9 8.00 0.00 S 7.9 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio Coefficient Density (Fy) --------------- (Ksi)--------- -------------- (F) -------- (K/ft3)------ (Ksi)---- Conc 2850.00 0.30000 0.65000 0.145 1.000 ---------------------------------------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef -------------------------------------- (in A2) --------- (in A4)----------------- 36 x 4 Conc 144.00 192.000 1.00 ---------------------------------------- I J ------------------------------------ I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length ------------------------------------------------------(in)----(in)------(ft) 1 1- 2 36 x 4 1.00 2 2 - 3 36 x .4 1.00 3 3- 4 36 x 4 1.00 4 4- 5 36 x 4 1.00 5 5- 6 36 x 4 1.00 RISA -2D (R) Version 3.03 Steve Miller, Civil Engineer Job 17400.Northwoods Boulevard, #4 Page p Truckee, CA 96161 Date Babbitt Residence Slab Reactions-Midspan of Joists Load Combination is 1 Point Load Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation ---------------------(in)-----------------(in)----------------(rad)--------- 1 0.00000 -0.01588 -0.00065 2 0.00000 -0.02363 -0.00064 3 0.00000 -0.03089 -0.00056 4 0.00000 -0.03664 -0.00037 5 0.00000 -0.03910 0.00000 6 0.00000 -0.03664 0.00037 7 0.00000 -0.03089 0.00056 8 0.00000 -0.02363 0.00064 9 0.00000 -0.01588 0.00065 Load Combination is 1 Point Load Reactions Node Global X Global Y Moment ----------------------(K)------------------(K)---------------(K-ft)--------- 1 0.00000 0.12542 0.00000 2 0.00000 0.18668 0.00000 3 0.00000 0.24402 0.00000 4 0.00000 0.28944 0.00000 5 0.00000 0.30887 0.00000 6 0.00000 0.28944 0.00000 7 0.00000 0.24402 0.00000 8 0.00000 0.18668 0.00000 9 0.00000 10.12542L 0.00000 Totals 0.00000 '2.00000 0.00000 Load Combination is 1 Point Load Member End Forces ---------------------------------------------------------------------------- Nodes =________= I -End =_________ ____====== J-End No I J Axial Shear Moment Axial Shear Moment ---------------(K)--------(K)------(K-ft)-------(K)--------(K)------(K-ft)-- 1 1- 2 0.00 0.13 0..00 0.00 -0.13 0.13 2 2- 3 0.00 0.31 -0.13 0.00 -0.31 0.44 3 3- 4 0.00 0.56 -0.44 0.00 -0.56 0.99 4 4- 5 0.00 10.85 =0 9 0.00 --0.85 4 5 5- 6 0.00 -l: 0 85 -1.84 0.00 0.85 6 6- 7 0.00 -0.56 -0.99 0.00 0.56 0.44 7 7- 8 0.00 -0.31 -0.44 0.00 0.31 0.13 8 8- 9 0.00 -0.13 -0.13 0.00 0.13 -0.00 may. -RISA-2D (R) Version 3.03 Steve Miller, Civil Engineer Job 17400 Northwoods Boulevard, #4 Page 1 Truckee, CA 96161 Date Babbitt Residence Slab Reactions -Ends of Joists Units Option : US Standard AISC Code Checks Calc Stresses Only Shear Deformation: No P -Delta Effects : No Redesign : No Edge Forces g : No J tz;f (UnIZr CO�Y%kN-r A.S.I.F. Node : 1.000 Section x y z x y z Sec Sway I J Length -------------------------------------------------=----(in)----(in)------(ft) ----------------------=----------------------------------------------------- Node 1 Boundary Conditions 36 x 4 No X-Coord Y-Coord X-dof Y-dof Rotation Temp. ----------- (ft)- -7 ----- (ft) ----- (in, K/in) ---- (in, K/in) --- (r, K-ft/r) ----- (F)7 1 0.00 0.00 R S 30.4 0.00 2 1.00 0.00 S 30.4 0.00 3 2.00 0.00 S 30.4 0.00 4 3.00 0.00 S 30.4 0.00 5. 4.00 0.00 S 30.4 0.00 6 5.00 0.00 S 30.4 0.00 7 6.00 0.00 S 30.4 0.00 8 7.00 0.00 S 30.4 0.00 9 8.00 0.00 S 30.4 0.00 ---------------------------------------------------------------------------- Material Elastic Poisson's Thermal Weight Yield Stress Label Modulus Ratio , Coefficient Density (Fy) --------------- (Ksi)----------------------- (F) -------- (K/ft3)------ (Ksi)---- Conc 2850.00 0.30000 0.65000 0.145 1.000 ---------------------------------------------------------------------------- Section Database Matl. Area Moment of As y/y Label Shape Set Inertia Coef -------------------------------------- (in'2)--------- (in A4)----------------- 36 x 4 Conc 144.00 192.000 1.00 -------------------- I J -------------------------------------------------------- I Releases J End Offsets No Node Node Section x y z x y z Sec Sway I J Length -------------------------------------------------=----(in)----(in)------(ft) 1 1- 2 36 x 4 1.00 2 2 - 3. 36 x 4 1.00 3 3- 4 36 x 4 1.00 4 4- 5 36 x 4 1.00 5 5- 6 36 x 4 1.00 RISA -2D (R) Version -3.03 Steve Miller, Civil Engineer Job 17400 Northwoods Boulevard, #4 Page bjZ1115 Truckee, CA 96161 Date Babbitt Residence Slab Reactions -Ends of Joists --- ------ I ------ J ---------------------------- I Releases° J --------------------------------- End Offsets No Node Node Section x y z . x y z Sec Sway I J Length --------------------------------- ---------------- -----(in) ---- (in) ------ (ft) 6 6- 7 36 x 4 1.00 7 7- -8 36 x 4 1.00 8 8- 9 36 x 4 1.00 ---------- I 7------------------------'---------------------------------------- J Unbraced Lengths K Factors Bending Coefs: No Node, Node Lb -in Lb -out . Lc In Out Cm Cb --------------------(ft)-----(ft)-----(ft)---------------------------------- 1 1 - 2 2 2 - 3 3 3 - 4 4 4 - 5 5 5 - 6 6 6 - 7 7 7 - 8 8 8 - 9 ---------------------------------------------------------------------------- BLC Basic Load Case Load Totals No. Description Nodal Point Dist. ---------------------------------------------------------------------------- 1 Point Load 1 Nodal Loads, BLC 1: Point Load ----------------------------------------------------------------------------- Node .Number Global X Global Y Moment ------------------------(K)------------------(K)------------------(K-ft)---- 5 0.000 -2.000 0.000 ---------------------------------------------------------------------------- Load Combination Self Wt BLC BLC BLC BLC BLC W E No. Description Dir Fac Fac Fac Fac Fac Fac DYNA S V ---------------------------------------------------------------------------- 1 Point.Load Y 0 1 1 Dynamic Analysis Data Number of modes (frequencies) 3 Basic Load Case for masses None BLC mass direction of action X only Acceleration of Gravity 32.20 ft/sec**2 RISA -2D (R) Version 3.03 Steve Miller, Civil Engineer Job 17400 Northwoods Boulevard, #4 Page Truckee, CA 96161 Date Babbitt Residence Slab Reactions -Ends of Joists Load Combination is 1 Point Load Nodal Displacements ---------------------------------------------------------------------------- Node Global X Global Y Rotation ---------------------(in)-----------------(in)----------------(rad)--------- K ---------------(K-ft)--------- 1 0.00000 -0.00016 -0.00036 2 0.00000 -0.00450 -0.00036 3 0.00000 -0.00876 -0.00034 4 0.00000 -0.01241 -0.00025 5 0.00000 -0.01412 -0.00000 6 0.00000 -0.01241 0.00025 7 0.00000 -0.00876 0.00034 8 0.00000 -0.00450 0.00036 9 0.00000 -0.00016 0.00036 Load Combination is 1 Point Load Reactions ---------------------------------------------------------------------------- Node Global X Global Y Moment ----------------------(K)--------------=--- K ---------------(K-ft)--------- 1 0.00000 0.00486 0.00000 2 0.00000 0.13691 0.00000 3 0.00000 0.26630 0.00000 4 0.00000 0.37736 0.00000 5 0.00000 0.42912 0.00000 6 0.00000 0.37736 0.00000 7 0.00000 0.26630 0.00000 8 0.00000 0.13691 0.00000 9 0.00000 10.00486j 0.00000 Totals 0.00000 2.00000 0.00000 Load Combination is 1 Point Load Member End Forces ---------------------------------------------------------------------------- Nodes =________= I -End =_________ _________= J-End No I J Axial Shear Moment Axial Shear Moment --------------- (K) -------- (K) ------- (K -ft) ------- (K) -------- (K) ------ (K -ft) -- 1 1- 2 0.00 0.00 0.00 0.00 -0.00 0.00 2 2- 3 0.00 0.14 -0.00 0.00 -0.14 0.15 3 3- 4 0.00 0.41 -0.15 0.00 -0.41 0.55 4 4- 5 0.00 -0.55 0.001-0-791 11.34 5 5- 6 0.00 0.79 -1.34 0.00 0.791 '0.55 6 6- 7 0.00 -0.41 0.00 0.41 0.15 7 7- 8 0.00 -0.14 -0.15 0.00 0.14 0.00 8 8- 9 0.00 -0.00 -0.00 0.00 0.00 -0.00 JOB STEPHEN L. MILLER - CIVIL ENGINEER 17400 Northwoods Blvd. Suite #4 SHEET NO. � ` OF Truckee, CA 96161 (530) 587-8848 CALCULATED BY T 1 DATE ILI, � 0' FAX (530) 587-2836 CHECKED BY DATE STEPHEN L.. MILLER -CIVIL ENGINEER 17400 Northwoods Blvd. Suite M4 Truckee, CA 96161 (530) 587-8848 FAX (530) 587-2836 8d @ b" O.G. 5/8" GD PLYWOOD STRUCTURAL TRUSS THE MAXIMUM HEIGHT BETWEEN BOTTOM OF 6 X 12 HEADER AND TOP OF CONCRETE WALL SHALL NOT EXCEED '7'-0" 8d @ 6" O.G. i 5/8" GD PLYWOOD �J 2 X 12 PTDF NO. 2 LEDGER' 5/8"4) A.B. ® 52" O.G. . BobbittLineb JOB A(-'�E7/T-r SHEET NO. A 2 OF CALCULATED BY t"S DATE L II S �7 CHECKED BY DATE �— ad 0 6" O.G. �— Sd @ 5/8" GD PLYWOOD ALL EDGES BLOCKED 6 X 12 HEADER EXTEND OVER SHEAR WALL5 (20'-0" TOTAL LENGTH) �— 8d @ 6" O.G. �– 5/8" GD PLYWOOD ALL EDGE5 BLOCKED �— 8d @ 6" O.G. (2) 5/8"0 A.B. EACH SHEAR WALL SEGMENT =_ -; I ( - RETAINING WALL SHEAR TRANSFER DETAIL SCALE 5/4"=I" -O" r STEPHEN L. MILLER - CIVIL ENGINEER JOB TT 17400 Northwoods Blvd. Suite #4 SHEET NO. OF Truckee, CA 96161 l^ stI5103 (530) 587-8848 CALCULATED BY�Lh DATE FAX (530) 587-2836 CHECKED BY DATE .. . ... ....... . ............ .............. .............. ............ jTEPHEN L. MILLER - CIVIL ENGINEER 17400 Northwoods Blvd. Suite N4 Truckee, CA 96161 (530) 587-8848 FAX (530) 587-2836 8d ® b" O.G. 5/8" GD PLYWOOD I bd Q b" O.G. STRUCTURAL TRU55 THE MAXIMUM HEIGHT — BETWEEN BOTTOM OF b X 12 HEADER AND TOP OF CONCRETE WALL 5HALL NOT EXCEED 7'-0" 8d 0 b" O.G. 5/8" GD PLYWOOD 2 X 12 PTDF NO. 2 LEDGER 5/8"4) A.B. ® 52" O.G. BobbittLineb JOB to (-� E7 SHEET NO. 142, OF CALCULATED BY -�-2Gjam' � DATE CHECKED BY DATE �— 8d a b" O.G. 8d O 6" O.G. E 3/8" GD PLYWOOD ALL EDGES BLOCKED 6 X 12 HEADER EXTEND OVER 5HEAR WALLS (20'-0" TOTAL LENGTH) 8d @ b" O.G. 5/8" GD PLYWOOD ALL EDGE5 BLOCKED 8d a b" O.G. (2) 5/8"9P A.B. EACH 5HEAR WALL 5EGMENT RETAINING WALL � 15HEftR TRANSFER DETAIL SCALE 5/4"=I" -O" i__ S1 EPHEN L. MILLER - CIVIL ENGINEER JOB - 17400 Northwoods Blvd. Suite 1114 SHEET NO. OF Truckee, CA 96161 (530) 587-8848 CALCULATED BY DATE FAX (530) 587-2836 CHECKED BY DATE V:(2 Is JJ WAM m ........ ..... ............ ........... . ..... .. . .. ............. ............. .............. ............ ........... . ............. ............. .............. ......... . ............ ............................. ...... ...... .......... I ............. . ............. .............. . ....... ...... ..... .... . ... ... ............. ............................ .............. ...... 00 0 .. .... . . ..... ....... . .... ... jj ............... .............. ............. (NI ............. .............. ............. STEPHEN L. MILLER - CIVIL ENGINEER JOB e*" t TT 17400 Northwoods Blvd. Suite #4 SHEET NO. OF Truckee, CA 96161 (530) 587-8848 CALCULATED BY DATE FAX (530) 587-2836 CHECKED BY DATE ............................. .............. ............ ... .. ... .. .... ... ... ............. : ... ............. .......... ............. .. ..... ... ...... ........ . ............ .............. . .............. ...... ............. .................... . ... :.........fav ......... 50 .............. ............. ....... .... ............ ..... .. .... .... ......... . .......... ......... ........ ... .... fig .... .... ................ .............. .......... ... .......... ........... IF ..... ...... .... ......... .............. ........ ...... .. ............. .... ....... .... . . ........... .... ............... ............ ............................ ...... ........ . ... ............. .. ..................... U p . .................. C P CJI