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Home My WebLink About041-080-137�17 L i 'lSi l41-08 ry.� DROWN; Don' L,.71 67n RAYMOND BAKER ~ 3645 Clark Rd,.Oroville Dermit#3898-84B,-P-;E;M(new--single famil}_-O;�8t R ; 41s Clark Rd. app. z mi'_ . no ._ of Clear.,,,., t t �� School 1y;rr,; r 41-08- (New Wood .take Shop)°2 - Z,`' Contr: Ralph Luttenbacher �� c r PErmit#2633-87B(new retainin�wal��' ! t: i ) r $4 ; I I y.. . 1 1 r � � ", "'am r am --i �Ak PERMIT NO. Y ` PERMIT EXPIRES OWNER RAYMOND BAKER be CONTR., owner ASSESSOR. PARCEL 41-08-33 3645 Clark Rd Oroville rs LOCATION � r , *'J JOB I St x. -OFFICE COPY i Address Temp. Pov. �'.=. ti a t i•- ELE TRIC • a Temp. Elegy-,, Meter,By a e l Cal led7w%x *'J JOB I St x. -OFFICE COPY Tr Address Temp. Pov. �'.=. a Callen 7M r 'By,' Date i•- ELE TRIC • a Temp. Elegy-,, Meter,By a e l Cal led7w%x r Temp. Gas Service ' Called PG&E *'J JOB V = OK ,_ O o o t OK Not Applicable Not Ready RESIDENTIAL (Single and Duplex) � = Date UNDERF OR Plans OK except #'s Date FRAMING (Continued) oning requirements -Seth s -Easements 7 8. Property Line Firewall & Openings Main; Soils-Ste-Elec. Grnd.- / " Ftg. Depth dle-Ext. Doors -One 3' -Check Garage -3rd story, 2 exits tg., Garage; Soils -S - / Ftg. epth <-S0—STairs; Width -Headroom -Rise -Run -L nding-Fire Protection Porches & Decks; Soils -Steel- / /'' Ftg Depth lyw d on Roof Overhang -Attic Vents -Rafter Outriggers to ails, Main; Steel-Blockouts-Wrapped-S 52. S• ng -Nailing -Veneer to walls, Garage; Steel-Blockouts-Wrapped-*6Stu co•Mesh-Drip Screed-Fdn. Vents-Underflr. Access iers-F' e e Ftg.-Steel lazing Area -Glass Protection -Skylights -Plastic 8 -Fittings-Test-2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bol s _.a.-Aas Pipe; Size -Anchors Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground Plenums & Ducts; Clearance -Material -Support -Ins. irders-Sills- o oists-Vents-Cripples Card -B Date Card -BI Date ' Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -13 Date Card -BI Date Date F1 L (Plans) OK except q's Card -BI Date A YJ Card -BI Date Date PLUMBING (Permit) OK except q's Pcr Steps -Door & Sidelight Protection -Landings moke Detector 14. WcVer Ht.; Vent -Access -Combustion Air Furnace; Vents -Clearance -Comb. Air -Connector - kn Garage; Above Floor-Ducts-Mech. Protection at Pipe; Test & Anchors -Nail Protection W.V.; Test-Fttngs & Anchors -Nail Protection ;ddroom Exiting 17. Shower Pan; Test, First Floor -Tub Access . P F.l. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 6 EF_lec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62VS36irs & Rails 63 F5ireplace or Stove; Clearances -Hearth 64dfclec. Outlets at Wood Panel; Int. & Ext. Card -BI Dat Card -BI Date Card -BI DateT1 Card -BI Date 65! it. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 6 .o�Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except q's 6'P',6arage Fire Door; Swing -Landing -Closer 6eC. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 6t.Atr. _ /In Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- Garage; Above Floor-Mech. Protection�, 2 Elec. Receptacles Spacing -Lights &Switches at Doors ize Boxes & No. of Conductors -St led „ Elec. &Mech. Equip. Listed for Location ex Installed Close to Edge of tuds & C.J. lec. Receptacles in Garage; (G.F.I.)- o ex Protec. E 'p. Ground made up w./Me h asteners- o as & ter V. I ulation- am -Looked in Attic❑es 2 pliance Circuits 'n Kitchen &,Qqnductor Size 73 Guard Rails & Deck Construct' n -Post Caps ubfeed Wire Size ga. Cu r A.C. Wire Size / / ga. Cu or Al 74. Fdn. Vents & Crawl/2!9D r -Dr inage &Wood -Earth Clear e Looked under Flo es 27. Range Circ. / ga. Cu or Oven Circ. / / ga. Cu or At, Ins laced N No 75. Following in Drive Yes ❑ No; Walks Yes [-)No; Plant "s Yes ❑ No J.DServi a iser Conductors & Gr -Mai ' onnect 76 S cc wn-Finish quip. Clearances; Panels-Motors-Mech. Equip. 3 Clothes Closet Light -Shower Light 7 nit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 78 en bove Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 7 t Well; Disconnect, Electrical, Plumbing Card Date Card -BI Date 8 xt for Elec. Trim; G.F.I. Receptacle -Underground nti ion throughout House Card B -I Date Card -BI Date 82 G ss Protection Date EC AL (Permit) OK except N's 8 Co ections from Previous Inspections as est- eters Tagged; Gas -Electric A. .Ducts; Insulation &Support g ter & Sewer Connected -C/O to Grade -HD Approval nergy Compliance Certificate -Other Certificates ent Fan; Exhaust above Insulation 3�x Condensate Drain & Overflow; Size & Grade 34. Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 35. Attic Access & Platform if Furnace in Attic Card -BI Card -BI Card -BI ate Card -BI Date Datp, Card -BI Date ate Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date FRAMING Plans OK except q's Comments at Final: Sills; Proper Material & Anchors alls; Studs -Nailing, Spacing & Bracing -Plates -Sound Bearing Walls over Girders & Floor Nailing Dra Stop in Walls (rat proof) i 6 Stops; Furred Ceilin s -Stair ase -Tub eader & Bea ize & Bearing ' It 1 4 Hangers , Ca s -Anchors -Connectors Ing..Jois- r. Ties-Pu_rli oof_Brac.-Truss-Shthng.-Rfn_g_.__ l7el&Y4.11 f=keplace Ties or Ty lue-Fireplace Throat ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles dr . Windows or Exiting Doors -Sill Hgt. & Dimensions Alagrage Fire Protection Framing (NOTE:Anentrymust be made each time you visit jobsite) J'= OK' ' 0 = Not OK Not Applicable MOBILEHOMES * = Not Ready MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except #'s 1. Zoning Requirements -Setbacks -.Easements 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Locatiort-Test-Wrap:/ /"L"ft./ /"Nat.or/ /"L"ft./ /"LPG 6. Carports; Winnows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except #'a Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7, Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date owne.r:_c Permit No. .31?5?--Jyl-Z 2 /Af ENERGY CERT IF ICAT ION 3645 Clark Road Paradise, CA LOCATION A. P. No. DESCRIPTION OF INSULATION - »"•'f ' ROOF M#terial N/A Thickness(inches) EXTERIOR WALL ` Material Fiberglas Batts Thickness(inches) 6" CEILING Batt or Blanket Type Fiberglas Thickness(inches) loll Loose Fill Type Minimum ThicknesW nches) Area covered(ft. ) FLOOR, ELEVATED Material Fiberglas Batts Thickness(inches) 6" FLOOR, SLAB Material_ /A Thickness(inches) Width(inches) FOUNDATION WALL Material N/A Thickness(inches) Brand Name Thermal Resistance (R Value) Brand Name Cer'fainTeed Thermal Resistance(R Value) R-19 Brand Name Certa.: n'T'eed Thermal Resistance(R Value) R—*� 0 Brand Name Number of Bags Wt. per bag lb. Thermal Resistance(R Value) Brand Name CertainTeed Thermal Resistance(R Value) R-19 Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building in f ,rp nce with the State qf—Ga—fiFfornxa Energy Requirements. .Is In wr ion Co., Inc. #378407 P1911 T-1 11 STATE CONTRACTOR'S LICENSE NO. 5/21/85 OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are -of the quality prescribed or are specifically approved by the State of California. FIRM ]qAM /OWNER (Please print) STATE CONTRACTOR'S LICENSB NO. SIGNATJXE OF GENERAL CONTRACT -OR IOWNER DATE , THIS CERTIFICATE MUST BE ON FILEIWITH THE BUILDING DEPARTMENT PRIOR TO FINAL •INSPECTION APPROVAL AND A COPY,SHALL BE POSTED'WITHIN THE. BUILDING. January 1984 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Me�norial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE 6 A routine inspection indicates that the following violations of County Ordinance exist at - the above address and should be corrected. Please notify this office when c�rrectlon of work is completed. If you have any question pertaining to this c m tt matte or n d additional explanation, please contact this office immediately. (�Ze, Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE "o OWNER PERMIT N& A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this 4a I �r, or need%additi Aal explanation, please contact this office immediately. /A rk AW —1/1 JAI 'S' i IIJ 7 - Ale,) _ 17 -614- L 4- -7 te I nspect�' Da L/ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT N�T A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. t o F-1—,::� Inspec Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 534-4541 Skyway and Elliott Road, Paradise— Phone: 872-2961, Ext. 57 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection Indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. It you have any question pertaining to this Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 5 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PER ITN / ASSESSOR PARCOEL N MBER ZONI "-- s" BUILDING PERMIT OWNE- TELEPHONE i' / SQ..FT. OCC. BUILDING VAL OWNER'S AILING ADDRESS _O uJ 6ZZ CONTRACTOR'S NAME - ® UJ T LEPHONE 5 J lon -7 CONTRACTOR'S MAILING ADDRESS Fireplace '-�' ZC70 CON UI•J_CTI N LENDER UNKNOWN Total Valuation.. $ -� Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR )ENGINEER LICENSE NO. ARCHITECT OR ENGINEER'S MAILING ADDRESS _ - Plan'Checking Fee $ f $ Permit fee $ , BUILDING ADDRESS - 3 PLUMBING PERMIT Filing Fee 10:00, Each Trap 2.00 Solar Water Heater 20.00 kouAI IL Water piping 5.00 eo LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 O Gas piping system 1 - 5 outlets 5.00 .al 00 USE OF STRUCTURE SF LPA Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 S 80 Mobile Home S I G I W I 110.00ea TYPE OF WORK NewAddition❑ Remodel E] Utilities [:1 Installation❑ Other ❑ Des�rib:e work: — Permit Fee $ Contractor ELECTRICAL PERMIT . Filing Fee 10.00 Main service 600V OR LESS 10.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 NEW CONST. D ELING OR ADDNS. ( ACCLBLDGS.�f UP 2'hQ ft CONTRACTORS LI NSE LAW declare under penalty of perjury (Check One): F-1 I am licensed under provisions of Chapt.'9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ® I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULT I.OUTL T NON.RESID BRANCH CIRCUITS2.50 ea NEW -CONISTPOWER APPARATUS .&) & NON RESD. R. SINGLE OUTLET CIR ( Zo®soe Ex. Occup(OUTLETS OR FIXTURES BAL®3o FIXED APPLNS. OR Ex. OCCUp. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ , C - Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject t0 'the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shal I be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating 16,60 Cooling Hood t(j— 3.00, Ventilation 450 permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot� Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against d Count in consequence of the granting of this per it. X �� Signatur of Applicant — t Owner( Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in -height. Mobile Home Installation Fee $ - TOTAL PERMIT FEE $ oc P. GROUP _ 3 TYP F CONST. — PARCE PD D ssu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECT R OF PUBLIC By Ar PERMK EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 7—,0 /—1 7— Z 6, Receipt No. WHITE-D.P.W.. YELLOW-ASSeSSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE,"CAt-i"" RrJIA 95965 - TELEPHONE: 916/534-4541 / PERMIT APPLICATION DATA SHEET `v Permit No. _. OWNER PA i ZO ISAY�4 ;, ° ._ A. P. No. Proposed Building Use �1'`� Permit Fee Based Upon: Complete Contract Price �/ DPW Valuation Other (Explain) Building Inspector 6,6, ,,�A-A) Date_ /7.��/ ev At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted. . . . . . . . . . . . 2. Plot plans in duplicate./triplicate. . . . . . . . . . . 3. Complete plans in duplicate. /triplicate. . . . . . . . . 4. Complete engineered plans and calcs. . . ... . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. , 7 Statement of Intent for Non -Heated and AC Buildings. . . . . --�8. Fees of $ ,.. 9. Letter of signature authorization. Sanitation approval from P_D///�L Health Dept. C�IC9 Or • 1. Planning approval, for (A) Use: (B) Parking: 12. Certificate of Workmen's Compensation Insurance. , 13. Contractor's License Information (no., name style, classif.) 14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑ ) 15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . 1.7. Pre -Inspection for •Pre-Inng In request to P Required. Building Inspector (Date) '1.8. Other _(°0�� C� �4 L'/t�OG(�.C� �L,IiI Q -(f When you issue the permit, process as follows: Mail to owner.�- Mail to contractor. Tele P //f•Ichone 022L5 �� and hold for pickup at M n!�) e. Deliver w/inspector. Other Applicant r-�!/'/� Date Copy of plans sent Health Dept., Fire Dept., - Other Date During the plan checking process, the following data must be submitted prior to permit issuance. (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. .�. .f 2. Additional items, required: r� I (Contractor, Designer Owner) was advised of above required data by -! Telephone Mail Other By ov��• Date & S?—Pt- Plans checked,by 7 Date Plans approved Eby Date Other:- hdpleZ Copy—DPW 14 fal 01( lel . FOR RESIDENTIAL_ DEVELOPMENT K� Section 26-8.1 of the Butte County Code 8'-1" requires this acknowledgement 8'-174G758 ber A ecor a prior to issuance of a. building permit. OfICi?¢!D The property described herein is adjacent to land or includedr� �}`jE�TE 4:` within an area zoned for agricultural purposes, and residents of this ��1t '® N property may be subject to inconveniences or discomfort arising from 3 the use of agricultural chemicals, including, but not limited to herbicides, estici F119 and fertilizers; and.from the pursuit of agricultural operations includi `11' �to cultivation, plowing, spry in 'R, Muy g, pruning, and harvesting which occasionVTy genera , smoke, noise, and odor. Butte -County has•established agricultural zones which have as a priority use for.productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform•from normal, necessary farm operations. .All that real property situate in the County of Butte, State of California, described as follows: Date: PROPERTY OWNERS: ;,777 State of-Onthis the da of i, y 19� before. SS. me', the undersigned Notary Public, personally appeared .� Z, County o L% � ) ,.� /vf Personally known to me. Ll Proved to me on the basis of satisfactory evidence;.- to be the person(s) whose name;'� (s ) ubscr•bed•,ao the within instrument and acknowledged that �. executed the same for the purposes therein conta ned.,,. �enaeaaaaeneae!Essar•;::.=3;,,i90eB;72.gr„,7[!1:7`cfr-vM IN .WITNESS WHEREOF, I hereunto set my hand and official 'seal. 0F,''S':1c�' �c:AL Comm E:rp. Oef..l. 'v$5 '` 2. 1 f; zsraeae��aerssd5t.•!tC"! 'E,alN3!4'.6fcS?rtgE.aacE+t' j Notary Public Present A.P. No. ?�—� '- �_a. .. .J � ' OROVILLE-TITLE COMPANY AND WHEN RECORDED MAIL TO Raymond C. Baker Name $beet LF%85 Appian Way Addrett Cily a El So.brante � California J State � • • � O>=FIQlAL Rc'COf1DS o��.� ��-�.� c9��>r�s� JuN I7 ! i z$ AH 1969 rLe��tU�l1:f:Y!•r �; I`i'GEiu:_:I .+/► ��p • �(Ir�,UCU ItI!' i6?��i�l�i ir.•�Y +�lr SPACE ABOVE THIS LINE FOR RECORDER'S USE �� . �Q • • GSE � � • . .. -�---- . � f Cori •:^.c: e. E>a_wj - — t —_. 21+�?0 ter: �!�ifJ'. AF'Flx �' T. R. STA pl1'S 1'N SPACF. ARO\'S. TQ 4od CA (11-66, Joint 'tenancy Grant Deed THIS FORM FURNISHED BY TITLE INSURANCE AND TRUST COMPANY FOR A. VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, DONALD A. DROWN and CHRISTINE b•I. DRO��)Td� .• hereby GRANTS) to RAYMOND C. BAKER and GLOVANA A. BAKER � - .husband and• wife , AS JOINT TENANTS, the real property in the - County of Butte State of California, described as:• Iseing a portion of.. the So>,thwest guar. r -car o � _?:}�c Sout.hcast quart�r..o f- Sr ctiun ' 10,�,,Townshin. 21 North, 1`ange 3 I�:cisr_, 1!.I):1�. & l�I. �:ind mors *�ar.ticular..ly described as follows: -- '' _ Commencing at the Northwest corner. of the Southwest quar.t_er. of *_he Sc,utheasr quarter of said Section- 10; thence So>_tt_h 00° 14' .51" Wnsr_ att�ng' the NortFY . and South centerline of. said Section 10, a distance of .330.0 feet to the• true point of beginning of r_he nar_cel of. land herein described; t -_hence ,f.rom said point of beginning continuing, South 00° .14' S1" �•:esr_ along the North and South centerline of Section 10, a dist-_anc�f fa00.00 fPcr..; r_hence .Nor.th . 88°� 07' 24" East aril parallel wir_h. the )`�urth line of. the Southt,*est' quarter ..�.: of. the Southeast quarter of said Secriun 10, 41i1.3�'� fuer 1-u rhe cenr_c�rTnc� , of Clark I:oad ;:>.s thn same e:cistc�d un .T.trntn.ry l., 1`?6O; t.11��rl�'r. ;tl.un� s��•i.d centerline of. •said (:tar. lc iZuad [\urt}1 2C1`' 4U' 30" 1'c�st: 152:;33. fl�cr_ r.0 th:c • beginning of a 4500 foot .r. adios curve r_o the. rifhr_; r_h`nce continuing halon; the centerline uf. said Clark Roac': un r_he zrc of said curve, thruu�h a central angle of 6° 32' 00'" a distance of 513.13 Pict; thence cunt_i.nuing along t.he, • centerline of said •';lar -k koad .\urth 33° 1B' �011 r•"S`" t1�e45uuth��est quarter• of which bears Fast and parallel with the •N�•rth line o E . the Southeast quarter of said $ectiun 1Q fro'n thn 3oint of bn�inning;•t•hencc • leaving said cenr_er.line South ii 8° 07 ` 24" west ant:-�ar�tli�1 ��i`h the North line of the Sour_hwest-_ quart-cr of .the Sut.tt:hc�<�st-. gtt�rt��r of s�iid•�ection.l0, "distrtncc of £124.2 (c�c•t: to tltt� Yrltt� nuillt of ll��c'inrtin};."� F::CCI:i'•I'INC •I'III�:•It!a�i:v1; tl t,} l.>uvt� tlf r;rl-ii�cT? �•trtrc•eL lv�ti�; wl.t-1•li.r) the boundaries of Clark F,uaci. 600R�� ice. PAGE ��. ,known to me to he the persons—whose name S a T'�Ibsr..ribed to the within t instrument and acknowledged that�Al1P.y—executed the same. f�,� ,;.� V�VIAN M. HOLDRIDG� 1 WITNESS my hand and official seal. y•�"• �•� NUTr'.RY PURtIC - CALIF0fi:7!a I. - r <...� ir.: r'!r:L:^i.L O. F1C'c IN •��•� `�!;�.',� RJTTE COUNTY t ' �'" .�� hty Commission Expire: Sept. 11, iS.: Signator -� ' • Vivian M HoldridgP Name (Typed or Printed) (This area for official notarial seal) .�•T`.:.1„ n.rlot•',No- 7gg?rj Escrow or Loan No.-2��9TP i '• i •.. MAII TA% STATEMENTS i0 Nome S'`°°' Same as above Address ctr a Stole � .. .J • � O>=FIQlAL Rc'COf1DS o��.� ��-�.� c9��>r�s� JuN I7 ! i z$ AH 1969 rLe��tU�l1:f:Y!•r �; I`i'GEiu:_:I .+/► ��p • �(Ir�,UCU ItI!' i6?��i�l�i ir.•�Y +�lr SPACE ABOVE THIS LINE FOR RECORDER'S USE �� . �Q • • GSE � � • . .. -�---- . � f Cori •:^.c: e. E>a_wj - — t —_. 21+�?0 ter: �!�ifJ'. AF'Flx �' T. R. STA pl1'S 1'N SPACF. ARO\'S. TQ 4od CA (11-66, Joint 'tenancy Grant Deed THIS FORM FURNISHED BY TITLE INSURANCE AND TRUST COMPANY FOR A. VALUABLE CONSIDERATION, receipt of which is hereby acknowledged, DONALD A. DROWN and CHRISTINE b•I. DRO��)Td� .• hereby GRANTS) to RAYMOND C. BAKER and GLOVANA A. BAKER � - .husband and• wife , AS JOINT TENANTS, the real property in the - County of Butte State of California, described as:• Iseing a portion of.. the So>,thwest guar. r -car o � _?:}�c Sout.hcast quart�r..o f- Sr ctiun ' 10,�,,Townshin. 21 North, 1`ange 3 I�:cisr_, 1!.I):1�. & l�I. �:ind mors *�ar.ticular..ly described as follows: -- '' _ Commencing at the Northwest corner. of the Southwest quar.t_er. of *_he Sc,utheasr quarter of said Section- 10; thence So>_tt_h 00° 14' .51" Wnsr_ att�ng' the NortFY . and South centerline of. said Section 10, a distance of .330.0 feet to the• true point of beginning of r_he nar_cel of. land herein described; t -_hence ,f.rom said point of beginning continuing, South 00° .14' S1" �•:esr_ along the North and South centerline of Section 10, a dist-_anc�f fa00.00 fPcr..; r_hence .Nor.th . 88°� 07' 24" East aril parallel wir_h. the )`�urth line of. the Southt,*est' quarter ..�.: of. the Southeast quarter of said Secriun 10, 41i1.3�'� fuer 1-u rhe cenr_c�rTnc� , of Clark I:oad ;:>.s thn same e:cistc�d un .T.trntn.ry l., 1`?6O; t.11��rl�'r. ;tl.un� s��•i.d centerline of. •said (:tar. lc iZuad [\urt}1 2C1`' 4U' 30" 1'c�st: 152:;33. fl�cr_ r.0 th:c • beginning of a 4500 foot .r. adios curve r_o the. rifhr_; r_h`nce continuing halon; the centerline uf. said Clark Roac': un r_he zrc of said curve, thruu�h a central angle of 6° 32' 00'" a distance of 513.13 Pict; thence cunt_i.nuing along t.he, • centerline of said •';lar -k koad .\urth 33° 1B' �011 r•"S`" t1�e45uuth��est quarter• of which bears Fast and parallel with the •N�•rth line o E . the Southeast quarter of said $ectiun 1Q fro'n thn 3oint of bn�inning;•t•hencc • leaving said cenr_er.line South ii 8° 07 ` 24" west ant:-�ar�tli�1 ��i`h the North line of the Sour_hwest-_ quart-cr of .the Sut.tt:hc�<�st-. gtt�rt��r of s�iid•�ection.l0, "distrtncc of £124.2 (c�c•t: to tltt� Yrltt� nuillt of ll��c'inrtin};."� F::CCI:i'•I'INC •I'III�:•It!a�i:v1; tl t,} l.>uvt� tlf r;rl-ii�cT? �•trtrc•eL lv�ti�; wl.t-1•li.r) the boundaries of Clark F,uaci. 600R�� ice. PAGE ��. ,known to me to he the persons—whose name S a T'�Ibsr..ribed to the within t instrument and acknowledged that�Al1P.y—executed the same. f�,� ,;.� V�VIAN M. HOLDRIDG� 1 WITNESS my hand and official seal. y•�"• �•� NUTr'.RY PURtIC - CALIF0fi:7!a I. - r <...� ir.: r'!r:L:^i.L O. F1C'c IN •��•� `�!;�.',� RJTTE COUNTY t ' �'" .�� hty Commission Expire: Sept. 11, iS.: Signator -� ' • Vivian M HoldridgP Name (Typed or Printed) (This area for official notarial seal) .�•T`.:.1„ n.rlot•',No- 7gg?rj Escrow or Loan No.-2��9TP i '• i •.. M I RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FOR Owner4 �jj Climate Zone Permit No.. Floor Area 7b Compliance path: Package ❑ A ❑ B ❑ C dM Point System ❑ Budget 40 Other O /G MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: ® Roof/Ceiling$LOI�J ® Wall �—/y � /3.d✓�TT`Q-l�.C/ ,d ❑ Slab Floor Perimeter Raised Floor ,!► W ip (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones; 1, 14 & 16. �l (B) All manufactured windows and sliding glass doors shall -meet the 1972 ANSI Air Infiltration Standards and shall be certified and labeled. (C) All swinging doors and windows leading to unconditioned areas shall be fully weatherstripped. Tight - the above standard features plus: ❑ (D) Continuous infiltration barrier ❑ (E) Electrical outlet plate gasket ❑ (F) Air-to-air heat exchanger , (3) GLAZING: (A) Location Area Glazing %,Floor Area Single Double Triple Total Bldg 714?o# ". $ North &.3.0 _� { East 14 ev. 3_ 0 South_ West 177y. S D Skylights 1-110 (B) _Shading Shading Coefficient Description East ..4 ® South .4G West .352.. - 02VOC 4Ai6F2 4" ® Skylights , $ b da (C) South Overhang i Length of projection 3 ft. Description _gyp/E ❑ (D) Moveable insulation: Area ft2 Description (E) Thermal mass V0 7- CALG O POINIl' r44a4V-+7K ❑ ,V Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. 'HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.Z HC= R= MC= Location 7/83 [] (4) MASONRY AND FACTORY -BUILT FIREPLACES shall be equipped with tight fitting closeable metal or glass doors covering the entire opening �of the firebox; a combusion air intake equipped with a readily accessible, openable, and -tight fitting damper to draw air from the outside of the building; and a tight fitting flue damper with a readily accessible control. X1(5) HEATING, VENTILATING; AIR CONDITIONING SYSTEM (A) "Heating Central Gas Furnace 7 (brand and model number) SE Btu/hr (heating capacity) ❑ Heat Pump.. 0 Q a 7/83 (brand and model number), Btu/hr (heating capacity at 47°F) Active.Solar = 'type (liquid or air) model number solar fraction col] orientation collector tilt rated y -intercept rated slope Other ACOP Collector brand and ft2 tor area collector (describe) (B) Cooling Electric Air Conditioner. (brand and model number) Btu/hr (cooling capacity at 95°F) Electric Heat Pump -' ? g (seasonal EER) EER Btu/hr (cooling capacity at 95°F) Other (describe) (C) A TWO-STAGE THERMOSTAT, which controls,the supplementary heat on, its.second stage, shall be required for heat pumps. (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. (E) AN INTERMITTENT IGNITION DEVICE shall be provided for all gas-fired fan type central furnaces, gas-fired fan type wall furnaces and gas cooking appliances.. (F) BACKDRAFT DAMPERS shall be provided for all fan systems exhausting air to the outside. (G) DUCT CONSTRUCTION & INSULATION. All transverse duct; plenum, and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 of the UMC, 1976 Edition. 2 Y FORK 1 (6) DOMESTIC WATER SYSTEM J (A) Gas Only Gallons �.' (brand and model number) (tank size) ❑ Heat Pump w/Electric Backup (brand and model number) Gallons 2 (tank size) ❑ * Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) —ft 2 (backup heater type, brand and model number) (collector area) (collector.orientation) ❑ Location of Solar Panels ❑ Other (collector tilt). (Describe) ® :(B) TANK INSULATION. Storage type water heaters and storage and backup tanks for solar systems shall be externally wrapped with R-12 insulation or greater. Q (C) PIPE INSUTATION. The five feet of pipe closest to the water heater and outside conditioned space shall be insulated with a minimum of R-3. Steam and steam conditioned space shall be insulated with a minimum of R-3. Steam and steam condensation return piping and recirculating hot water piping outside the building envelope shall.be insulated in accordance with T20 -1408(d). ® (D) FLOW RESTRICTORS shall be provided for showerheads and faucets as outlined in the new appliance efficiency standards,and shall be certified to the Energy Commission. (7) LIGHTING [, (A) Lamps used in luminaries for general lighting in kitchens and bathrooms shall have an efficacy of not less than 25 lumens per watt (usually florescent). *1 Submit documentation of sizing heating and cooling equipment by Manual J, .sizing charts (form #4) or other approved methods, section 2-5352(g), and fill out the following: Heating: Winter design temperature .30 °, elevation G/pppa ', heating load /OZ BTU . elevation factor � x heating load = maximum outlet capacity gas furnace /0,?o SOC�- BTU Cooling: Summer design temperature 1�°, cooling load 541760 BTU (USE ONLY AS A SIZING GUIDE, COOLING MAY BE,INADEQUATE) *2 Submit T.I.P.S.E. chart or other approved system (form #5) to document sizing of solar panels. ® DESIGN COMPLIANCE STATEMENT: The above building design meets the requirements of Title 24, Part 2, Chapter 2-53 of the California Administration Code. 7/83 �� 2,7 `SGNAPAE OF BUILDING DESIGNER OR APPLICANT 3 IDENT IAL ' PLAN CHECKING GUIDE W (S.F., DUPLEX, & MISC. ONLY) Bldg. OWNER � "y/i$Q/�/� .L3 t oeAt A. P. A. GENERAL :�rZoning requirements X� Valuation. ,30*' Signature by R.C.E. (sideyards and parking): or Architect (if required). B. PLOT PLAN Complete parcel size and dimensions. .2.Setba-kg, sideyards, easements, etc. f.. Other buildings or structures. Grading, fills, drainage. Permit .# 36 9??00 U . #k 41-08-3.3 h, C. FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). f-- Allowable glazing for energy requirements (20% max. per.State law). j� Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s'in baths and exterior outlets (Sec. 210-8). -- Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. J)1' Locations of water heater, heating & cooling equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(4)). 1 1 - 3'0" exterior exit door (Sec. 3303d). 3or. Fireplace location. Smoke detectors'(Sec. 1413). D. STRUCTURAL DETAILS l - Foundation:plan complete enough to construct building. ,a- Floor construction details complete enough to construct building. Elevations and.wall construction details complete enough -to construct building. Roof construction details complete enough to construct building. Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS _ITEMS TO LOOK OUT FOR Jr' CCX plywood on exposed locations and overhangs. Stairway details (Sec. 3305). Guardrail details (Sec. 1716). -"hrick or stone veneer (Chapter 30). jo.— Exterior plaster -.weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter -32). Rafter ties or bearing ridge beam. Garage door or porch header sizes. J�Adequate bracing. * Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. a )0101.0 Two (2) exits on three-story dwellings (Sec. 3302). h j ZONE 11 OWNER POINTS �� PERMIT NO. 3-93 9 e - 8lk' ASSIGNED ACTUAL 1. SLAB - INSULATION C 2. RAISED FLOOR - R-19 L 3. CEILING - R-30 I 4. WALL - R-19 /Z-IcJ U 5. NORTH GLAZING - 2.4-3.6% i6. EAST GLAZING - 2.5-3.6% 7. SOUTH GLAZING - 1.6-3.6% �� 2 S. WEST GLAZING - 2.9-3.6% I 9. SKYLIGHT - 0-1.3% a S 10. SHADING (Exclude Overhang) i EAST - 5.66 SOUTH - 5-.19-.42 .6( - WEST 6GWEST - 9.6 .13-.36 352 Q SKYLIGHT - 04'.37-.57 .8 8 - Z 11. HORIZONTAL SOUTH OVERHANG 2' (7 12. MOVABLE INSULATION - NONE n �_ 13. INFILTRATION (Standard=0)(Tight=+12) 14.. THERMAL MASS SF -15. GAS FURNACE (SE) 71-76% X16. HEAT PUifP (EER) 7.5-7.9% 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% 1? 4-/ O WOOD STOVE Zo gf7 Al WATER HEATER -p ATTIC j 0 OTHER . TOTAL POINTS = �_ fable 3-1. S1Tab Floor Points Dle 7-2. Raised Floor Points I T I 30 I I In=•jla- I R -Value of Insulstion I I R -Value of I I Total ! DeptI Insulation Points I Depth. _t i i Floor Area ! Inches 1 0-2 1 3-4 1 5-6 I' 7+ 1 I Z of I Sngl, I I I I I I i below 3 I -12 I 1 0 -.1B '. 0 0- 11 I -5 I -5 1 -5 I -5 I I 5- 7 1 -6 I 12 - 15 1 -5 I -3 1 -2 I -1 I I 8- 12 I -•4' 116 - 19 I -5 j -2 I -1 I 0 I ! 13 - 18 i r2 20 + i -5 i -1 j 0 j +1 i i .19+ i 0 7/7/83 I DD1, Trpl, TI.p Table 3-3a. CellOng.IndulStion Points R -Value of Insulation I Points I 19 I -4 I I I SC by I 30 I 0 I I I Total I 49 I +4 I l 1 Orten- R -Value of Insulation I Points -1 0 +2 +3 Table 3-5. North -Facing Glazing pts I Glazing Type I I Total I I Z of I ST, Dbl, Trpl, l I Floor I U - I U- l U- ! I Area ! 0.66 1 0.42- 10.41 I I 11.10 1 0.65 I down l O +4 +4 r4 1 0.1- 1.2 i +4 ! +4 ! +4 I 1 1.3- 2.3 I +1 ! +2 ( +2 i 1 2.4- 3.5 I -2 I 0! +1 I 1 3.7- 4.8 I -4 I -2 I -1 1 1 4.9- 6.1 I -7 ! -4 I -3 I 6.2- 7.3 I -9 I -6 I -5 1 7.4- 8.2 1 -12 ( -8 I -7 1 8.3- 9.7 I -14 1 -10 I -8 I 9.8-10.8 I -17 1 -12 I -10 10.9-12.0 ( -19 1 -14 I -12 I 12.t-13.2 I -22 1 -16 I -13 I 13.3-14.5 I -24 1 -18 I -15 14.6-15.3 I -27 1 -20 I -17 I TTable 3-7. South -Facing Glazing Pts Tabl)- a _3-10. Shading Coefficient Points 114.6-16.0 I Glazing Type I I SC by I 10 I I Total I I l 1 Orten- I Z Floor Area 1 13-.36 I Z of I Sngl, I Dbl, F Trpi,r tatlon I 1 0 -.1B '. 0 I Floor I (U - I (U - I (U - I I I 1 1 5.1- 5.6 1 Area 11.10) ! 0.65) 10.41)1 Z of I Sngl, I DD1, Trpl, TI.p - I ( olnte I oints [points I (U - I I East i I 7.2T I Area O 1 ! 1♦9 + 3 I 1 0-3.1 I to 16.4 up I up to 1.5 1 +2 1 +2 I +2 I I 1 I 6.3 I 1 -12 I 1.6- 3.6 1 -1 1 0 I 0 l l I I I 1 1.4- 2.2 I 3.7-- 5.2 1 -4 1 -2 I -2 I 1 2.3- 2.8 1 0 1 +2 1 5.3- 6.5 1 -6 1 -6 I -3 1 1 .0 -.19 1 0 I +1 1 +2 6.6- 7.7 1 -9 1 -6 I -5 1 1 .20 n. 36 i 0 I 0 I it 7.8- 8.9 1 -11 1 -8 I -7 1 1 X7-:66 I 0 I 0 I 0 9.0-10.0 I -13 1 -10 .I -9 I I .67-.82 1 0 I 0 1 10.2-11.0 I 10.1-11.5 1 -17 1 -13 I -11 I I .83 up I 0 I -1 I -2 11.6-13.0 I -21 I =16 1 -14 1 -21 I .13-.36 1 0 1 0 1 13.1-14.5 I -25 I -19 1 -16 I -38 I -29 1 -24' I .37-.57 114.6-16.0 1 -28 1 -22' I -19 1 1 South ',, 10 I I I I I I I to Table 3-8. West-Facin Clazin Pts. 1 13-.36 13.1 1 0 1 0 1 0 1 1 4.3- 5.0 1 1 0 -.1B '. 0 I I Glazing Type 1 1 .19-.42 1 0 Total 1 1 5.1- 5.6 1 I I 43-.66 10 Z of I Sngl, I DD1, Trpl, TI.p -up l 0 I Floor I (U-. I (U - I (U - I •83 up 1 -2 I Area 11.10) 10.65) 1 0.41)1 1 6.3- 6.9 1 -15 II oint9 I ofnts I ointsl West I .1 C' +6 +6 +6 1 -12 I to I up to 1.3 1 +5 1 +6 1 +6 I 1 1.5 1 1.4- 2.2 1 +3 1 +4 I +5 1 Skylight I 1 2.3- 2.8 1 0 1 +2 1 +3 I 1 8.3- 8.8 1 -22 3.2 1 6.4 1 8.0 1 9.! to I' to I to I up 6.3 17.9 19.5 I +1 1 +2 1 +2 1 +3 01 01 01 c _1 I -2 1 72 .I -3 -2 I -4 1 -4 1 -6 1.6 1 3.2 1 6.4 1 8.0 to I to I to I up 3.1 16.3 17.9 I I I i 1 2.9- 3.6 1 -3 1 0 1 +1 1 0-.12 1 0 1'+1 1 +3 1 +6 1 +7 1 3.7- 4.2 1 -5 1 -2 1 0 1 13-.36 1 0 1 0 1 0 1 0 1 1 4.3- 5.0 1 -8 1 -4 1 -2 1e37-.57 1 0 1 -1 1 -3 1 -6 I -7 1 5.1- 5.6 1 -10 1 -6 1 -4 .58-.e2 1 -1 1 -3 1 .-6 1 -12 i -15 1 5.7- 6.2 I -13 1 -8 1 -6 I •83 up 1 -2 1 -4 1 -8 1 -16 I 70 1 6.3- 6.9 1 -15 1 -10 I -7 I I I I I I 1 7.0- 7.6 1 -18 1 -12 I -9 I 1 7.7- 8.2 1 -20 1 -14 I -11 ( Skylight 1 .1 1 .8 1 1.6 1 3.2 1 4.0 1 8.3- 8.8 1 -22 1 -16 I -13 I 1 to I to I to Ito 1 8.9- 9.5 1 -25 I -18 1 -15I I 7 f 1_5 IT 3_1 I 35 -to 2 9.6-10.1 ! -27 � -20 I -16 I r. 1 10.2-11.0 I -29 I -23 I -17 ! 0-.12 1 0 1 +1 1 +3 1 +6 1 +7 1 11.1-11.8 1 -35 I -26 1 -21 I .13-.36 1 0 1 0 1 0 1 0 1 0 1 11.9-12.7 1 -38 I -29 1 -24' I .37-.57 1 0 1 -1 1 -3 1 -6 1 1 12.8-13.5 1 -42 1 -32 I -27 I .58-.82 1 -1 1 -3 1 -6 1 -12 1 -. 13.6-14.3 1 -46 1 -35 1 -29 I •83 uo 1 -2 1 -4 1 -8 1 -16 1 -20 14.4-15.2 1 -50 1 -38 1 -32 I I 1 1 1 1 I I I I Tahla 1-11- Horizontal S o Table 3-9. Skyleeht Points Table 3-6. East -Facto G1azln Pts. I I - Glazing Type I I Glazing Type ( ! Total I -'--1 Total I ! I Z of Sngl, Dbl, Trpl, I Z of I Sngl, Dbl, Trpl, I Floor I U- I U- I U- Floor I (U - I (U - I (U - I I Area 10.66- 1 0.42- 10.41 I Area 11.10) 1 0.65).1 0.41)1 1 1 1.10 10.65 ! down PL;' at Ipo+�s 1 s4tsl I up [0 1.3 I -1 I 0 1 0 I I up to 1.3 1 +3 1 +4 I +4 I 1 T�'f �l -3 I -2 I -1 I 1 1.4- 2.4 ! +1. 1 +2 1 +2 1 1 2.3- 2.8 i -6 I -4 ! -3 1 I I 2.5- 3.6 I -2 1 0 1 0 1 1 2.9- 3.6 I -9 I -6 I -5 I I 1 3.7- 4.6 I -5 1 - -2 I -1 1 1 3.7- 4.2 I -11 I -8 I -6 I ! I 4.7- 5.5 I -8 1 -4 I -3 1 1 4.3- 5.0 ( -14 ! -10 1 -8 I I ( 5.7- 6.7 I -10 i =T I -5 1 1 5.1- 5.6 I -16 I -12 I -10 I I I 6.8- 7.7 1 -13 I -8 1 -7 1 1 5.7- 6.2 I -19 ( -14 I -12 I I I 7.8- 8.7 1 -15 1 -10 i -8 1 1 6.3- 6.9 1 -21 1 -16 I -13 I I I 8.8- 9.7 1 -1.7 I -12 1 -10 1 1 7.0- 7.6 1 -24 I -18 I -15 I I 9.8-11.2 1 -21 1 .-15 1 -13 1 1 7.7- 8.2 1 -26 I -20 I -17 I 111.3-12.7 I -25 1 -18 'i -15 1 1 8.3- 8.8 1 -28 i -22 1 -19 I 1 12.8-14.0 I -28 I -21 I -18 1 1 8.9- 9.5 1 -31 I -24 1 -21 I 14.1-15.3 I -32 1 -24 I -20. 1 I 9.6-10.1 1 -33 1 -26 1 -22 I ut Overhane Points South Glazing I Length Out I Area, Z of Floor I I from Wall I I I ft T I 1 0-6.3 1 6.4 up I I I I I 0 - 0.5 1 -2 1 -4 10.6 - 1.0 1 -2 1 -3 1 11.1 - 1.9 1 -1 I -2 I 2.0 up i 0 Table 3-12. Movable Insulation Points I Moveable Insulation'l I I Area, Z of Floor ! Points I1 I I I 0- 5. S i 0 I I 5.6 - 11.5 I +2 ! I 11.6 - 17.3 I +4- 17.6 4 17.6 - 23.5 I +6 I I >23.6+ ( +8 I Table 3-13. Infiltration Control Features Points r -- I Coctrol Features I Points f T- I I I. Standard i 0 i 17.9 air changes per hr ( I T_ I I II Tight i +12 10.6 air changes per hr (' 1 I i Table 1-15. Cas Furnace Without Refrigeration CoollIng Points 1 I Seasonal Efficiency I Points I I (SE), Z 1 I ( I I 71 - 76 I 0 1 t 77 - 82 I +2 I ( 83 - 38 I I 7.5 I 89 - 94 I 6 ( 95 up I I I +8 f I +6 I I 8.4 - Table 3-16. Neat Pump Points I Energy Efficiency I Points 1 1 Ratio (EER) f 1 I 7.5 - 7.9 I +3 f I S.0 - 8.3 I +6 I I 8.4 - 8.7 I +9 I 1 8.8 - 9.1 1 +12 f ( 9.2 - 9.6 1 +15 1 ( 9.1 - 10.2 1 +18 1 I 10.3 - 10.8 I +21 I I 10.9 - 11.5 I +24 I 1 11.6 - 12.3 I +27 I I 12.4 - I 13.2 f I +30 1 i Table 3-17. Cas Furnace With Refriveration Coolina Points :Refetgeracloal Gas Furnace. I I Cooling I SE I I1- 7- d3- 39- 95 I 1 76 8' 881 941H I 1 8.0 - 8.1 1 f)1 +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 +91+10 1 I 8.8 - 9.2 1 +41 +61 +E1+101+12 1 I 9.- - 7 1 +61 +101+121+14 1 I - 10. I + +10 1'_1+141+16 1 110.4 - 10.9 1+1 0.+12i+1.1+16j+18 I 111.0 - 11.5 1+121+1:1+161+'191120 1 I I I I I I 7/7/83 ZONE 11 TABLE 3-14 (ADAPTED) INTERIOR THERMAL MASS POINTS MASS DWELLING AREA SgUARE FOOT ' AREA 1,000 1,500 2,000 2,500 1 3,000 I 3,500 4,000 i 4,SGO 5,000 1 S0. FT. I A B C 0 A 8 C D A 6 C 0� A 8 C D A B C D A B C 0 A 6 C D A 5 i 50 2 2 2 2 2 2 2 01 2 2 2 0 0 0 0 0 0 0 0 0 0 0 0 Or 0 0 0 0 0 0 0 C1 0. 0 G 0 '.00. 4 4 4 2 2 2 2 2 2 2 2 2 I 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 a. 0 0 0 0 1 150 6 6 6 4 4 4 4 2 2 •2 2 2 2 2 2 2 2 7 2 2 2 2 2 2 2 2 2 0 2 2 2 01 2 2 2 0 I 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 t l 2 2 2 x l 2 Z 2 a1 1 253 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 I 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 2 2 2 2 2 2 2 2. 7 2 2 350 14 14 12 6 10 IG 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 4 4 2 7I 2 2 2 2 400 14 14 12 8 10 10 8 6 8 8 6 4 6 6 4 4 6• 6 4 2 4 4 4 2 4 4 4 2 I 4 4 2 21 3 4 2 2 Sao 18 18 16 10 12 12 10 6 10 10 8 6 R 8 6 4 6 6 6 4 6 6 6 2 6 6 a 4 4 4 2 4 4 4 603 22 20 18 12 14 14 12 6 12 12 10 G 10 10 8 6 8 6 6 4 8 G 6 4 6 6 6 4 1 6 6 6 2I 6 6 4 2 1 793 24 24 20 14 18 16 14 10 14 14 12 8 10 10 10 6 10 10 B 6 8 8 6 4 1 8 6. 6 4 I A A 5 41 6 6 6 2 Z30 26 14 22 16 20 16 16 10 14 14 12 8 12 10 10 6 t0 10 8 6 10 R B 4 ? 6 6 4 I 8 6 6 4I G 5 G 1 i 903 78 28 74 16 22 TO 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 I a 6 '8 4 B B 6 4i 8 8 6 c 1 1,010 30 JO 26 18 ?2 20 20 14 18 18 16 10 14 14 12 6 12 12 10 6 12 10 10 6 10 10 8 6 8 8 C 41 2 6 e .1 i ].;Do .12 32. 28 20 I24 24 22 14 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10 6 10 10 10 6 In 10 8 (1 !3 e E , 1,200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 114 14 12 8 14 12 12 8 12 10 fi )0 10 8 Ei in In 8 61,300 34 34 32 22 28 26 24 16 22 22 20 12 18 18 1G 10 1,;14 14 8 14 12 12 8 1,12 12 12 10 6 112 10 10 G 10 ;0 r. 6 1,400 34 34 32 24 28 28 26 18 24 24 20 14 20 20 18 12 l8 16 14 10 14 14 '12 8 14 14 12 8 iii 12 ;G G 10 13 17 - 1 i.500 36 14 34 24 30 30 26 i8 24 24 22 14 22 20 18 12 18 18 16 10 16 16 14 8 14 14 12 a 117 12 10 GI ; 12 1'. 6 i 2,003 34 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 I20 20 18 12 18 18 16 10 16 lfi is G� 14 14 12 S j 2,500 34 34 30 22 30 30 26 18 26 26 24 16 24 24 22. 14 12 22 18 !2 20 20 18 1i• 1 15 IG t3 31003 34 32 30 22 30 30 2618 28 26 24 16 124 24 22 14 22 22 20 141 3,500 32 32 30 20 30 30 26 td �26 28 24 16 26 24 27 lti ±a -.4 20 14 ' 4,000 32 32 30 20 130 30 26 10 ! 79 2b 24 lE 1 6 `5 2: if 2 4,500 32 3 2b 20 1 30 30 26 :e j i8 24 ie ; _S_QO^ 72 T7 2t !0j IJ G 76 I- i A) 1. 3•s• Concrete Slab: HC -R.93; R-.29; Factor -7.3 r 2. 3 3/4• Thick Comnon Brick: IIC-7.125: R-.13; Factor -7.3 8) 1. Sk- Concrrte Slab: HC -14.106: i•.45g; Fattor•7.1 C 1. 8• sot td Filled Block: HC•20.63: R -t.93: Factor•6.1 wood stove 4/33 points -(no back up) ' 2. a Solid Filled Block With Both Sides Exposed To Conditioned Air. casablanca fan + 1 point NOTE: Use all square footage directly exposed to conditioned air for Thermal'Mass Area: IIC-10.164; R-.96�: Factor -6.1 0) 1• Thick Concrete/Tiles HC -2.55: R-.083; Factor�-3.7 Table 3-19. Zonally Controlled Electric Reslstance Space Heating Points ' Points or this measure v!11� Table 3-20. Solar Yater HeatingWith Cas BackupPoints , f be completed after the CSC I I has approved an Alternative Component Package for Resistance I l Beat. Table 3-15, Active Solar Space Heatlne with Cas Points Net Solar Fraction I Points (NSF), Z Y.ultifamll (er unitpoints) Points I i 0-6 I 0 I I 7 - 14 I +2 i I 15 - 23 I +4 I f 24 - 30 I +6 I I 31 - 39 I +8 I i 40 - 47 I ; +10 I I 48-55 I +12 I 56 - 63 ( +14 I f 64 - 71 I +18 I 72 up ( +20 I I Y.ultifamll (er unitpoints) Points I ( I I I Cas Only I I 1 Beat Pump f I Floor Area I ( Solar with Electric I I Net Solar Fraction (NSF), Z 1 per un!t, I menti 1a Part 2 1 I 0 1 I I Elrccrtc Reststance I I I i Only ' -d0 1 ft2. 0.9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 , 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-9990 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +1 +3 +4 +6 +7 +8 +10 2 CO0 and u 0' +1 +2 +4 +5 +6 +7 +9 All others (per- builalnp points) _ 800-899 0 +5 +IO +14 +19 +24 +29 4 900-999 0 +4 +9 +13 +17 +ii +260 1.00D-1.199 0 +4 +7 +11 +15 1-19 +226 F+2 1,20r,-1,499 0 +3 +6 +9 +l2 +15 +18 1 1,500-1,999 0 +2 +5 +7 +9 +12 +14 2,0170-2,9;9 0 +2 +3 +5 +l +8 +10 1 3,0t:0 ac.d up -0 +1 +3- +4 +5 +7- +S +IO i Table 3-21. Other Vater Beatinq Pts. 1 System Type I Points I ( I I I Cas Only I I 1 Beat Pump f I f 0 1 I ( Solar with Electric I I I Reviscon_e Backup I 1 Meecing the Requirs- I menti 1a Part 2 1 I 0 1 I I Elrccrtc Reststance I I I i Only ' -d0 1 �I QiLJi�Lciv D �Jh,C'�lC�' PERMIT NO. C� Y PERMIT EXPIRES v v OWNER RAYMOND BAKER CONTR. Rah Lu>_t.@nbraG4or- r ASSESSOR PARCEL i� gg gg LOCATION Slar-k Rd,. OFeville = OK p 3 0 = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s i 1. Zoning requirements -Setbacks -Easements 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Main; Steel-Blockouts-Wra ce Ftg.-Steel Fittings -Test -2 way C/O -Sewer Test ze-Anchors y-Alater-Ripw,-Test-Anchors-Regulator-Service Test J2-f18n?tU,-Underg round 1.3-WeRew*4 Ducts; Clearance-Material-Supprt-Ins. Card -61 Date Card -131 Date I Card -131 4W Date i/ Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe: Size & Anchors Card -131 Date Card -B1 Date I Card -131 Date Card -B1 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuits in Kitchen & Conductor Size 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support '34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnace in Attic Card -81 Date Card -B1 Date Card -B1 Date Card -131 Date Date FRAMING (Plans) OK except #'s 38. Sills, Proper Material & Anchors 39. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 40. Bearing Walls over Girders & Floor Nailing 41. Draft Stop in Walls (rbt proof) 42. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 43. Header & Beam -Size & Bearing Date FRAMING (Continued) - 44. Hangers -Post Caps -Anchors -Connectors 45. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. 46. Fireplace Ties or Type A Flue -Fireplace Throat 47. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 48. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 49. Garage Fire Protection Framing 50. Property Line Firewall & Openings 51. Ext. Doors -One T -Check Garage -3rd story, 2 exits 52. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 53. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 54. Siding -Nailing Veneer 55. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 56. Glazing Area -Glass Protection -Skylights -Plastic 57. Shear Walls; Nailing -Bolts 58. Insulation -Wal Is-Clg. 59. Infiltration-Walls-Wndws Card -131 Date Card -131 Date Card -131 Date Card -131 Date Date FINAL (Plans) OK except #'s 60. Ext. Steps -Door & Sidelight Protection -Landings 61. Smoke Detector 62. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 63. Bedroom Exiting 64. G.F.I. & Bath Fixtures & Tub Access -Spa 65. Elec. Trim & Subpanel; Breaker Sizes -Labels 66. Stairs & Rails 67. Fireplace or Stove; Clearances -Hearth 68. Elec. Outlets at Wood Panel; Int. & Ext. 69. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance 70. Elec. Outlets & Receptacles at Kit. Counter 71: Garage Fire Door; Swing -Landing -Closer 72. A.C. Duct in Garage -Damper 73. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 74. Plb., Elec. & Mech. Equip. Listed for Location 75. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 76. Insulation -Foam -Looked in Attic ❑ Yes 77. Guard Rails & Deck Construction -Post Caps 78. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 79. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 80. Stucco; Brown -Finish 81. A.C. Unit; Disconnect, Electrical, Plumbing 82. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 83. Water Well; Disconnect, Electrical, Plumbing 84. Exterior Elec. Trim; G.F.I. Receptacle -Underground 85. Ventilation throughout House 86. Glass Protection 87. Corrections from Previous Inpections 88. Gas Test -Meters Tagged; Gas -Electric 89. Water & Sewer Connected -C/O to Grade -HD Approval 90. Energy Compliance Certificate -Other Certificates Card -B1 Date Card -131 Date Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Comments at Final: (NOTE: An entry must be made each time you visit job site) = OK 0 = Not OK _ If = Not Readiyable 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: / P'U ft. / /"Nat. or/ PV ft./ /"LPG 7. Utility Clearance Card -131 Date Card -81 Date Card -61 Date Card -81 Date Date MOBILEHOME 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. Exits; Insp.-Sketch 10. Cert. of Occupancy Card -131 Date Card -81 Date Card -131 Date Card -131 Date t . 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.-Connec.- Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Card -81 Date Card -131 Date Card -61 Date Card -81 Date Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' -circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -81 Date Card -B1 Date Card -131 Date Card -131 Date Jw COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO.w� 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541jp./51z, 3� y APPLICATIOR-AND -PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT Ow~ TELEPHONE F7 —(o U'31 SO. FT. OCC. BUILDING VALUPftION 625p OWNER'S MA LINA�DRESS R CT R'S/ AME TELE PHO E -70_ CONTRA TOR'S AILING ADD ES � Fireplace CONSTRUC ION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Ps Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PERMIT Filing Fee 10.00 qS0,1 or -PLUMBING Each Trap 2.00 rov Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTUREGas SF [:1Duplex❑ Mobilehome❑ Other Gv 5PEC&Fy piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00ea TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation❑ Other ❑ Describe work: _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service BOOV OR LESS 10.00 100 AMP OR LESS Main service EA. AOD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I de la nder penalty of perjury (CheCk.One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profession ode a d my license is in full force and effect. License No. 6 Classification 1 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. OR ADDNS. ACC. BLOGS. DWELLING OCCUP.y� ,iftgft NEW CONSTR U T"OUTLET 2,50 ea NON-RESID BRANCH CIRCUITS) POWER APPARATUS n (SINGLE OUTLET CIR. I z0®s0e Ex. Occup OUTLETS OR FIXTURES eAL030 Ex. Occup. OUTLETS FIXED P(RESIO )REA.I 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare uer penalty of perjury (check one): . ❑ he permit is for $100.00 (valuation) or less. 15 I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate f Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue ag knst said C unty i ons quen e o the granting of this p rmit. _ X Date Signature of Applicant — Owner ❑ Contractor p/ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct. ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYP[ I I FLOOD PARCEL PD ND Iseu This permit is hereby issued under the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. (RECTOR OF PUBLIC WORKS BY (j�l(j�ate-6—� PERM( XPIRES Date ` / _2-6 W, Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT OWNER la�f,-^'►{S"!`,{x".+).>.4��,r�`vv�',ir+'`'k 'iir�f,�,. ��.,..f ...t I ,_ COUNTY OF BUTTE - DEPARTMEN-P 0.F P'-OBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 :-d-,:.qA", ir PERMIT APPLICATION DATA SHEET Permit No. A P N Proposed Building Use Building ffispector�*ft Date At time of permit application, I was advised the following data must be submitted prior to permit processing and or issuance: DATE RECEIVED APPROVED All items have been submitted. Plot plans in duplicate/triplicate, signed by preparer of plane).tCd%✓a • Complete plans in duplicate/triplicate, signed by preparer of plans. s� 4. Complete engineered plans and calcs, with wet signature on plans. 5. Plans with Energy Design Compliance Statement. . . . . . 6. School District ''Fees Paid" Stamp on Floor Plan. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ . . . . . . 9. Letter of signature authorization. . . . . . . . . . 10. Sanitation approval from _ Health Dept. . . -�r11. Planning approval for (A) Use: (B) Parking: 0K12. Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) -14. Owner -Builder Verification (Given to owner❑, Mail to owner ❑) — _._-...-15. Improvements may be required. . . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . . . . Pre-Inspec. request to (Date) 17. Pre -Inspection for--_._.-_ _ Required. Building Inspector 18. Recorded copy of Agricultural Ac know Iedgmen t,Statement. i 19. Driveway Permit. S 20. Plot plan approval from city of 21. _ 22. -- When you issue the ermit, process as follows: Mail to owner, Mail to contractor - Telephone ��2�o�aa and hold for pickup Other Deliver w/inspector. Other _ Appl icant� `A ale2 Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted pri r to,oermLl. issuance: (Circle new item not checked above). 1. Index permit for above items No. - 2. o. -2. Additional items required: Contractor, design owner, as advised of above required data by ✓phone__nail_counter by date Contractor, designer, owner, was advised c? above required data by—phone —ma il—counter by date Plans checked by Date Ft L`�' Plans approved by IV Date Sets of plans on hold in File cabinet AP folder Copy—DPW aerials C Workmansbi; p all •dei iA • } '� __� i Accordance v,ifh Recognized Good Praci�ces and of :a quality escribed for the Specified usp in fhe, - Oniforhi •Buildi g, Plumbing & Mechawical Codea. ` tie Niomai trical Codi. 4 51, aaNP-4� • j�� CW - E 0.�1,. Ta P4'rtG - � •6� l��t.K - k %hiS Se4 Of 06M amid Specific aa�� . \ kept on the john at all times and .it rs ;unl�,►fu1 to \ ' �' i Mfta�� any Chang®S or alterationson vr4ii" permissiw from As D_epat }:q�p 1ibos. Caterrt ai \ old g WME COUNTY �lILDING DEPARTMEN' • � • •.j " V - - APP L E3 _ -O D ^y+. t. J. .. •: b'i' .-Kia• ;A Y�.- v:�Mrei'., _�^.sEi:fYir�}VffYl�Yd1•�'ic ._H: .lw:/a...:-.J.IN2Y fa:7 ,T-.:`iY'v.f q.7�locei'fi_t +c��'.� ,.l - �5 .... mak' ' _i'�: �. T t ;M Q�%V ESS/oN AF ti c H�tt. SON 'A I "- W No. 4 CI1. _ - • Of /_ - I to".X.10"__RUNut�l:G---kEY � �'Ch`u--n;`V�T/�I�,�.. '.APPROV .2 r n 4 q p rt . 1 _ rr if 4 • b n_ n w A n 24 3t Jo• .. L„ 4e �Q,:.....:I_.,,.... ... _..,.., #4 e. �8 .No... _...FS.e, Z4 ,'P5..41's'.4 ...... ,, .. _ .... . z. it Lis � .. ;.... _. A►S`c p ULT comi'. 57f2ENGTli 6r coNG• G 2® daYS lzr=1h1FOfZGthIG A STM A &IS c, -"Pm- ALL oWl-P,-(..G SOIL PSE-'O'k-INC-P MaSsu2-M = FIC. = 2,00o f's.l. 4o I soo n s- COIN WILDING, DEPARTMEA '.APPROV .2 STRUUTURAL CALCULATIONS F. 0 Rl TYPICAL. CANTILEVER RETAINING WALLS BRANT NIGHTINGALE / DESIGNS 6346 LANCASTER DRIVE PARADISE, CA 95969 CALCULATIONS ARE IN COMPLIANCE WITH THE. 190.2 EDITION OF THE US SIGNED oc DATE FRANK L. TYUKOS, 32434 Ze.337-97 OWNG IDEPARTM94 F L T ENGINEERING APPROVED 5790 CLARK ROAD - PARADISE, CA 95160' (910 072-0254 - , SUBJECT: TYPICAL CANTILEVER RETAINING WALLS BY: FLT DATE: 7/86 JOB NO.:- 6361 PROJECT: BRENT NI8THINGALE / DESIGNS 6346 LANCASTERnR.,PARADISE, CA 9509' ' ' DES RlTERIA� CONCRETE CANTILEVER RETAINING WALL SUPPORTIN6 RESI FLOOR. ' CODE 1982 UBC SUPERIMPOSED LOADS: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA L. MIN. DL = 010 x (3+8)� = 11 k/l ^ . MAX. LL = .020 x t5 +~010 x (15_3) +.010 x 15 +.005 x 8 + +.050 x 5 = .86 k/l ' ALERNATE - MIN. DL = .010 x (3+8x2) = .19 k/l ''- MAX -.LL = .86 +.050 x 5 = 1.11 k/l OF OR ` LOADING PER ABOVE IS CRITICAL FOR BOTH BEARING '. - NG (INCLUDES DL + LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL'- ROOF SNOW + ADD'L LIGHT ROOFDL + ADD'L HEAVY ROOF DL +' ADD'L WALL DL + FLOOR LOAD (TOTAL) ' ALT. MAX. LL -`ADD'L TOTAL FLOOR LOAD ' CALCIS FOR - A. 31-8" - SHTS. 2 & 3' ALT. A. - !HTS. 18 & 19 B. 4"-8" - SHTS. 4 & 5 B. - SHTS. 20 & 21 C. 51-8" - SHTS. 6 & 7 C. - SHTS. 22 & 23 D. 6'-8" - SHTS. 8,9,10 & 11 D. - SHTS. 24 & 25 E. 71-8",- SHTS. 12 & 13 � E. - SHTS. 16 & 27 F. 8'-8" - SHTS' 14 & 15 F. - SHTS. 28 & 29 G. 9'-8" - SHTS. 16 & 19" G. - SHTS. 30 & 31 Mr-, V L~ A- CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - f'c = 2000 PSI @ 28 DAYS, ' REINFORCING - ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF, ALLOWABLE LATERAL BRG. PRESSURE - 260 PSF° ' - ' ~ `- ' PROJECT : BRANT NIGHTINGALE /.DESI�NS JOB NO. : 6361 DATE : 7/1986 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------- _-------- __-___________ FLT ENGINEERING 5790 CLARK 'ROAD PARADISE, CA (916) 872-0254 SHEET Z OF 3391 WALL DESIGN: ------------- ___________ALL ALLCALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF) : 30 SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): � 0 40 ULTIMATE COMPRESSIVE STRENGTH'OF CONCRE-E (PSI): 2000� 8RAVITY LOAD- DEAD LOAD (KIP): ' ' .11 � - LIVE LOAD (KIP):' .86 OVERALL HEIGHT OF THE'WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr � r��/ : (FE� ) ^ 3 THICKNESS OF WALL - TOP (INCHES): ' ` 6 - BOTTOM (INCHES): �- 6 COEFFICIENT 1,46 TOTAL EARTH PRESSURE - Fw (KIP): 0.14 MOMENT - Mw (FT -KIP):,` ^ 0^14' `AREA REINF. (IN -21- 'dl(IN) SIZE & SPA (IN) 0.025 3.75. #4 @ 97.7 ` MIN. VERTICAL REINF. - .l5 % (IN^2): ' 0 108 MIN. HORIZONTAL REINF - 2 % (IN -2): , ^ � ^ 0.144 DESIGN REINF. _ VERTICAL: #4 @ 24 ' - HORIZONTAL: #4 @ 16 . ' COMBINED STRESSES @ WALL: 0.09 1.0 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY _________-____ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO- MIN- - MAX: IN:-MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): TOE (INCHES): FOOTING KEY - DEPTHJ WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT-KIPA TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNINGRATIO - SF NET -MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA.- Af.(FT^2): SECTION MODULUS - S (FT^3): - SOIL PRESSURES - DL ONLY - SPt (PSF): _ - SPh (PSF): SOIL PRESSURES - ADDED LL'- SPt' (PSF): - SPh''(PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH -PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF, (IN^2) vat(IN) SIZE & SPA (IN) _____-___ _c______ _ 0.048 4.75 #4 @ 50.1 DESIGN TOE REINF.: #4 @ 24 100 150 1.5 2.5 1500 200 0.35 8 2 14 0 0 22 ` 0.28 0.41 0.73 0.99 2.42 0.58 0.12 0.09 1.83 0.56 558.27 0150o 236.44 >o 259.76 < 1500 1473.13 > 0 0.34 > 0.28 0.53 0.33 .l ^! � ~ ^ . ~ FLT ENGINEERING PROJECT : BRANT NIGHTINGALE/ DESIGNS ` 5790 CLARK -ROAD JOB NO. : 6361 PARAnISE, CA DATE : 7/1'986 `� � ' (916) 872-0254 CALCIS BY : FLT ` SHEET OF SUBJECT: CONCRETE CANTILEVER RETAININ6 � __________________________________ WALL � ' WALL DESIGN: ------------ ___-_______ALLCALCULATIONS ` ALL CALCULATIONSARE IN UNITS/LN. FT. GRADE SLOPE RATIO:' ' ` ' ` LEVEL SOIL EQUIVALENT FLUIQ'PRESSURE (PSF): 30 SURCHARGE (FEET): 0` - YIELD STRENGTH REINF.(KSI): ' 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ` GRAVITY LOAD - DEAD LOAD.(KIp): .1 - LIVE LOAD (KIP): .86 OVERALL HEIGHT OF THE WALL - H (FEET): 4.67 ' OVERALL HEIGHT OF THE SOIL- r H (FEET): � 4 TH ICKNESS OF WALL -TOP (INCHES) : 6 --BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 �TOTAL'EARTH PRESSURE - Fw (KIP): - 0.24 ' MOMENT - Mw (FT -K IP): 0,32 ' AREA REINF. (IN^2) ~ 'dl(IN) SIZE &ISP __-_________-____-____________________________ (IN) ' 0.058 3.75 . 4*4 @ 41.2 . ` MIN. VERTICAL REINF_ - .15 % (IN^2):` 0.108 . . - . : MIN HORIZONTAL REINF 2 % (IN^2) 0.144 ' ' DESIGN REWF. - VERTICAL:., #4 @ 24 HORIZONTAL: #4 @ 16 ' COMBINED STRESSES @ WALL: 0.18 < 1.0 ` � . . ' ' ' ` . ` ~ ^ � ` � � .. . ' ' � '. CALCIS BY : FLT ' � FOOTING DESIGN: ` / DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: ' - MAX: ALLOW. SOIL BEARING PRESSURE (PSF)" ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES). - TOE (INCHES): FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF -WALL {INC !"�� ): , TOTAL WIDTH OF FOOTING (INCHES):' ' ` � OVERTURNING FORCE-'Fo(KIP): ' ' OVERTURNING MOMENT - Mo (FT -KIP): ' TOTAL RESISTING WEI8HT-.4 (KIP): '._RESISTING MOMENT - Mr ('): �OVERTURNING RAT - | �^' . ~ NET MOMENT �n * ' : � � (FT-KIP� ECCENTRICITY - e (FEET):` �CCENTRIC MOMENT - Me (FT-KIP)�� FOOTING AREA - Af (FT^2) : �� - :SECTION MODULUS - S (FT -M' - SOIL PRESSURES - D'` '`ONLY - SPt (PSF) : _ - �SPh (PSF): SOIL PRESSURES - ADDED LL LAPt' (PSF): SPh' (PSF): SLIDING RESISTANCE - FV (KIP).- FOOTING KIP): FOOTING - TOE � .�_' SHEET � � OF ' -r � - � ` � 100 A50 1.5 2.5 ' 15n0 200 0.35 10 ' 2 18 ' 0 ` 26 � 0.45 0.83 ` ` `0.97' ' '. 1^58 A.89` ' 0.'75 . ` ' 0.31 0.30 2.17 0.78 833.96 < 1500 59.51 > 0 498.10 < 1500 1189.21 > 0 0.48 > 0.45 EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 0^85 � 0.74 AREA REINF.(IN^2) 'dl(IN) SIZE &SPA (IN) ----------------------- -----------------�� 0.075 6,75 #4 @ 32.2 - DESIGN TOE REINF : . #4 @ 24 ' PROJECT : BRANT NIGHTINGALE ,!DESIGNS ' � JOB NO. : 6361 DATE : 7/1986 `; CALC'SBY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ' ---------------- �__________________ ' WA.L DESIGN: ------------ .ALL CALCULATIONS ARE IN UNITS/LN. FT. , GRADE SLOPE RATIO: � � LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): '.0 YIELD STRENGTH REINF� (KSI): - 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): ` . 2000 GRAVITY LOAD - DEAD LOAD (KIP): ' � ..1 1 --LIVE LOAD (KIP): 86 ' OVERALL HEIGHTT OF �E WALL � H (FEET). ' ^ 67 ~^ ' OVERALL HEIGHT OF THE SOIL - Hr (FEET): � THICKNESS OF W� LL -"TOP (INCHES): ' ` �� 6 -BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): - 0.38 MOMENT - Mw (FT -KIP): ' ^ ` ' 0.63 :AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) ----------------- �___-__-------------------------- 0 114 . 3.75. #4 @ 21.1 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 ' MIN. HORIZONTAL REINF - 2 % (IN^2): ^ ^ ^ 0.144 FLT ENGINEERING 5790 CLARK ROAD PARADISE' CA (916) 872-0254 - SHEET OF 31 '- DESIGN REINF. - VERTICAL: 44 @ 18 -HORIZONTAL:* 44 @ 16 COMBINED STRESSES @ WALL: _ 0.32 < 1.0 L7a CALC'S BY : FLT . . SHEET 7 OF- ?/ FOOTING DESIGN: . ' _______________ ` DENSITY OF SOIL (PCF\: 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ^ ^ : ALLOW SOIL BEARING PRESSURE (PSF) 1500 ALLOW. LATERAL BEARING PRESSURE (PSF):' 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 2 - TOE (INCHES): 26 FOOTING KEY - DEPTH& WIDTH (INCHES): 0 - BACK TO BACK OF WALL (lNCHES): 0 ` TOTAL WIDTH OF FOOTING (INCHES): 34 ` OVERTURNING FORCE - Fo (KIP): 0.67 OVERTURNING MOMENT - Mo (FT-WIP): 1.48 TOTAL RESISTING WEIGHT - W (KIP): 1.29 /RESISTINGMOMENT - Mr (FT -KIP): 2.78 OVERTURNING RATIO - SF 1.87 NET MOMEN'f - Mn (FT -KIP): 1.29 ECCENTRICITY - e (FEET): 0.41 -ECCENTRIC MOMENT - Me (FT -KIP): 0.53 FOOTING AREA - Af (FT^2): ^ 2 83 SECTION MODULUS - � ��): �F.� � ` � � - 1.34 SOIL PRESSURES - DL -.ONLY._ St APSF): 851.20 < 1500 `�'SPh (PSF): ` 58.20 > 0 - -` SOIL PRESSURES ADDED LL SPt' (PSF): ^ 811.96 < 1500 - SPh' (PSf)j 1004.50 > 0 SLIDING RESISTANCE - Fr (KIP): 0~65 < 0.67 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP):- 1 19 MAX. MOMENT @ TOE.- Mt (FT-KIP)v �^ .52 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------- o. li -D _________-________________-__-__________0.1i9 8.75 #4 @ DESIGN TOE REINF : � . #4 @ 18 PROJECT BRANT NIGHTINGALE / DESJ GNS FLT ENGINEERING JOB NO.' : 6361 5790 CLARk; ROAD DATE ; 7/1586 PARADISE, CA ( 916) 872-0254 CALCIS BY FLT SHEET .OF 3/ SUBJECT: CONCRETE CANTILEVET: RETAINING ---------------------------------- WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF)': LEVEL SURCHARGE (FEET): 30 YIELD STRENGTH REINF. (k::SI): 0 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 40 2C) o GRAVII"Y LOAD - DEAD LOAD (k::IP) : - LIVE LOAD 0"IP): •11 OVERALL HEIGHT OF THE WALL - H (FEET): •.6 OVERALL HEIGHT OF THE SOIL 6' 67 : THICKNESS OF WALL - TOT' (INCHES):. 6 - SUTTOM (INCHES): COEFFICIENT 8 1.46 TOTAL EARTH PRESSURE - Fw (KIP): MOMENT -.Mw (FT -KIP): 0.54 1.08 AREA. REINF. (IN -`2) • 'd° (IN) SIZE 0.128 `5.75 -- _- -#4 - C� 18.7 -- MIN. VERTICAL REIIVF. - .15 % (IN" -2) : MIN. HORIZONTAL.REINF• - 04 0.192 DESIGN REINF. - VERTICAL: #4 @ 16 - HORIZONTAL: #4 @ 1.2 COMBINED STRESSES @ WALL: 0.24 1.0 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO — MIN: - MAX: ALLOW. SOIL HEARING PRESSURE (PSF): ALLOW—LATERAL BEARING PRESSURE (PSF) FRICTION COEFFICIENT — Fc! DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH — HEEL (INCHES): TOE (INCHES): FOOTING KEY — DEPTH '& WIDTH (INCHES):. — BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE — Ftp (KIP): OVERTURNING MOMENT — Mo (FT—RIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF ''NET MOMENT - Mn (FT -t%*: I F) : ECCENTRICITY - e (FEET): ECCENTRIC MOMENT -- Me (FT -KIP): FOOTING AREA -- A f (FT -2): SECTION MODULUS _. S (FT'' 3) : ,SOIL PRESSURES.- DL ONLY - SPt (FSF): -- SA ( PSF) e SOIL_ PRESSURES — ADDED LL — SPt' (F'SF) : •- SPh l ( PSF) : SLIDING RESISTANCE — Fr (k:: I F') : FOOTING — TOE SHEET- 9 OF. 3/ 100 ISO 1.5 2.5 Woo 200 0.35 12 6 10 . 8 36 0.88 2.26 1.75 4.02 1.78 1.76 i. 49 o.87 3.00 1.50 1161.33 < 1500 .374.66 < 150U 866.13 > 0 1.29 > 0.88 EARTH PRESSURE @ TOE — Fv (KIP): 1.61 MAX. MOMENT @ TOE - Mt (FT—KIP): 2i O7 AREA REINF. (IN�2) yd'(IN) SIZE & SPA (IN). --------------------------- O. 16' 8.75 #4 @ 114.8 — DESIGN TOE REINF.: #4 @ 12 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 DATE : 7/1986 CALCIS BY FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 0790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET /O OF c3/ GRADE SLOPE RATIO: LEVEL_ SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE CF EET) : 0 YIELD STRENGTH REINF. (KSI): 4Q,. ULTIMATE COMPRESSIVE STRENGTH.OF CONCRETE (PSI): 2000 GRAVITY LOAD.- DEAD LOAD (F:IP): .11 - LIVE LOAD "(KIP): 1.86 OVERALL HEIGHT.OF THE WALL -,H (FEET): 6.67 OVERALL HEIGHT OF THE.SOIL - Hr (FEF -T):' 6. TRIC NESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): B COEFFICIENT - a : 1.46 TOTAL" EARTH PRESSURE - F.w. (F; I P) ; 0.54 MOMENT - Mw (F T -k:: I P) : _ 1 . 08 AREA REINF. (IN'''2 " 'd' (IN) SIZE & SPA (IN') 0.1 o 5.69 #5 L 28.7 MIN, VERTICAL REINF. - 115.% ( IN -2) : 0.144 M.IN. :HORIZONTAL REINF. -- . % (IN"2 : 5.192 DESIGN REINF. - VERTICAL., #5 L 24 - HORIZONTAL: #`; @ 18 COMBINED STRESSES C WALL: 0.24 It% CALC'S BY FLT SHEET -OF .0f FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF); 100 OVERTURNING RATIO - MIN: 15ci. - MAX: 1.5 .ALLOW. SOIL BEARING PRESSURE (PSF): 2.0 ALLOW. LATERAL BEARING PRESSURE (PSF) ': 1. FRICTION COEFFICIENT''- Fc; c_�c_l `00 DESIGN FOOTING DEPTH (INCHES): DESIGN -FOO TING WIDTH - HEEL (INCHES): 1 2. - TOE CINCHES): FOOTING KEY - DEPTH & WIDTH (.INCHES) : 26 - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): 1 c"�. 8 • 36 . OVERTURNING'FORCE - Fu (fIP); OVERTURNING MOMENT - Mo (FT -KIP): 0.8e TOTAL RESISTING WEIGHT - W (KIP).: .26 RESISTING MOMENT - Mr (FT -KIP): 1 1.75 OVERTURNING RATIO - SF �. D'` 1.78 NET.. MOMENT - Mn (FT....IP):. ECCENTRICITY -.e (FEET); 1.7E ECCENTRIC MOMENT - Me (FT -KIP): 0.49 FOOTING AREA - A f (F'7^2) : 0.87 SECTION MODULUS - S (FT`3) : 3.00 Z. 1.54 SOIL PRESSURES. -. DL,. ONLY - SF't (F'SF) c .., - SPh (PSF, i.: 11E1 . 33 < 1.5�7c_i SOIL _PRESSURES _ ADDED LL - SPt' (PSF): 6. i3 ;>. O - SF'Fl' (PSF) : 874.66 150 ) 866.13 > SLIDING RESISTANCE -.Fr 0'%'-I P) 1. 29 > Be FOOTING - 'TOE": . EARTH F RESSUR'E C TOE - Fv (KIP) : � MAX.. MOMENT C 'TOE -'*Mt' (FT -• -*I1=') : 1.61 2.07 AREA REINF. (IN -2) 'd'(IN) SIZE °< -SPA (TN) -8.69--•-----# - J--�--L---• 0.163 'DESIGN .TOE REINF. #5 c 22 WALL.DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN.-FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI) : ULTIMATE COMPRESSIVE STRENGTH OF CONCR&E (PSI): GRAVITY LOAD - DEAD LOAD (KIP): -- LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL -H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL- TOP (INCHES): - BOTTOM (INCHES) COEFFICIENT - a TOTAL EARTH' PRESSURE - F w (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN -2)' ' d' (IN) SIZE °< SPA (IN) ------------ 0.06 5.69 -#5i @- 18.1___ MIN. VERTICAL REINF. -:.15 % ( IN'•'•'2) : MIN. HORIZONTAL REINF. - VAN -2): DESIGN REINF. - VERTICAL:. #5 @ 18 - HORIZONTAL: #5 @ 18 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL-- Ham: (FEET): HEIGHT FROM TOP . OF THE .SOIL - Hr's ( FEET) w THICFNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE Fw2 (KIP): MOMENT @ Hw:2 -- Mw:' (FT -KIP): AREA REINF. (IN` 2) ' d' (IN) SIZE & SPA (IN) 0.038 I.),38 5.69 45 .L 96.,D DESIGN REINF. - VERTICAL: #5 @ 24 FLT ENGINEERING 5790 i=LARK . ROAD PARADISE, CA (916) 87270254 SHEET /Z OF J/ LEVEL 30 i�. 40 00o .11 .86 7:67 7 8 8" 1.46 0.74 1.7'2 0.:37 < 1.0 CALCIS BY : FLT SHEET A?- OF J1 FOOTING DESIGN: _-_____________ JENSITY OF SOIL (PCF)' DENSITY OF CONCERTE (PCF): 100 OVERTURNING RATIO ":MIN: 150 - MAX: ' 1 5 ^ ALLOW. -SOIL BEARINGpRES� � E ` � �uK �(PSF): � 2^5 ALLOW LATERAL BEA�I['--- . BEARING PRESSURE (PSF) ^ : 150(y FRICTION COEFFICIENT u�� C1ENT- Fc: � 200 0.35 DESI6NFOOTING. DEPTH (INCHES): ^ DESIGN FOOTING WIDTH' -HEEL (INCHES): 12 - TOE (INCHES)v FOOTING KEY _ DEPT. & WIDTH (INCHES): - 34 _ - BACK TO BACK OF WALL �.}'NCHES) `- : TOTAL WIDTH OF bTING 10 8 (INCHES): ` - 44 OVERTURNING FORCE - Fo. (KI;,5: ` .OVERTURNING MOMENT - Mo (FT -KIP): 1^13 TOTAL RESISTING WEIGHT _ W (KIP): 3^?6 � RESISTING MOMENT M.2.05 - r (FT -KIP): OVERTURNING RATIO' -SF 5^89 1.81 ' NETMOMENT - Mn ( . I ): ' ECCENTRICITY - e (FEET):. 2^64 ECCENTRIC MOMENT Me ' - (FT -KIP): 0.55 FOOTING AREA - Af (FT^2): 1^13 'SECTION MODULUS - S (FT�3):` 3^67- ` 2.�24 ' SOILPRESSURES - DL ONLY - SPt (PSF^: ' ` - SPh (PSF): SOI LPRESSURES - ADDED LL 1064.24 < 1500 > 0 - Sp� ' (PSF): � � ', ^ - ' SPh (PSF),� 755^93 87.05 ( 1500 802.21 > 0 .SLIDING RESISTANCE - Fr &IP): 1.39 1-1.13 FOOTING - TOE:' EARTHpRESSURE @ TOE ' � - ry (KIP): OMENT @ TOE � 1 91 MAX.. - Mt (FT -KIP): ^ 3.23 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) 254 0. ------------- 8.69 #5 DESIGN TOE R�INF � � ' � _ . #5 @ 12 WSAAMAn Q9. mu? WAub oew- WAR! 4 3jAWTH011 TVAM 0 T33LUAq W &OTUAW", laca ON* SOL NTAG % -1a IN TBAIS 11. CJ b on f ci wi n u 4 4 ; od wci t.c 's TJ1 c YC WWW',J: JUAW @MIMMIN q3V3j1TWAJ1T%0Wb3 :03LUU2 ---------------- WjIBU jjAW ------------ Al WSWOU M! ASA eM01TAjU0JA0 JJA WITAR SMS WARD jVle, MOTH dIUJI RWAVIU03 J1W MAW) 309AHOqUE QW) 7WI30 HTWOATe UJ3IY :QW! 1TSAMW 10 HTOWaAT2 ZV12ZB19MOO OTAMITJLJ fQN) (1ACh1 a C11A) UAUJ 3V!j i(THIS H - JJAW 3HT 10 TH010-i' WASK0 Wnn% V - JIge W 90 THOIAN JJAq3V(j VKHOWlY 90T JJAW W W@3WN01H1r &WHOW0 MOM z 6 - TH313111100 DMVaa99q HTAA3 jATdT :WN -TAN wm - Tw3mom 1011 Aqe Al (mon' 1whob, fk-MD IW13q AWA, 11"Wh .101% =" = WAA ----------------------------------- uo 0 3 otom 2 a.. ----------- 1-: -7 -------- Nos.() QUITS -1V - W@123(l jt&WI) X U1, - IMIAS JAOIT2AV WH jKlIND X ka ;10139 iATNOSIACH 4004 af a 5:4 siAOIT03V ;WWR W@I230 01 p E4 WATHOSIRON nJAW 0 Qeel= UAW18W.") 4Q) 91 jjAW AH! 10 qOT MOAN TH013H s(T1311 SwH j10e HT 10 q)oy MOql TH@I3H :(B3H?H1) TMDTT00 - JJAW 90 eaWN010 R<q,A) R,j , 3qUe2yAq !"1..!_._"l fit::! JATUT zC91A-TA) 2uM - 2wH 0 TWAMOM W) Ala g slit 1whob, fk-MD IW13q AWA, avy 0 ----------------------------------- uo 0 3 otom QUITS -1V - W@123(l - , ' i\ \ PROJECT NIGHTIN'G'ALE / DESIGNS `\ --~ No., ' .` u'� � ` ` By FLT . A/� SUBJECT.- CQN,CRE'TE CANT-11LEVER RETAINING WALL c______________________- ^ � Wt A L[, FLM.'ENGI�EERINr 5790 CLARK ROA[ PARADISE,.' C� (916) 872-025+ IN'/UN^TS/' . FT. 1�, U.'. -3, SLOPE RAL -10: " ' ��, � �� - '' ' _`� � '`:LEVEL !L 1E�U~0ALENT4'FLUESS' F�SSURE;/(PSF 130 S\]RCHi'-kRGE (FEET-,),,,, �' '�, �'' ^~ [� �'��L (/�x]f.�,; ' 0 YIELD STRENGTH RBIN�� ^(KSI.)':�-'� : ' �40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE {PSI): -'2000 GRAVI7iy^LOAD'-'DEAD- LOAD, (KIP)*` lLIVE-LOAD (KIP),-`. -^' 86 ��VERALL/IHEIGHT OF THE WALL -'H (FEET) � ' .' : ^ c'8.6� _ �8VERALL��HElGHT/OF, THE`SOIL - Hr (FEET): 1 8L THICKNESS OF WALL - TOP (INCHES): . 8 BOTTOM (INCHES)-. CQEFFICI a~: r��` p�y/'- '^ '1146 - . TQTAL'EARTH"PRESSURE} - �Fw (KIP): : /.0"96 � MOHEN-P�'(FT-KIP):'- - � . �.2�56 . � ' '.``��R�A REINF�' (�N'�)� ^/�|ld,(%N�~ �/GJZJ� & SPA (IN) -------------- '#5i,^@ 12.1� ` ��`^,'~� i MIN, VERTICAL REINF~' ,15 % (TN -2): 0.144 HORIZONTAL,(REINF-o-, IN^2i: 0,." 1921 ' DESIGN REINF. - VERTICAL: #5 @ 12 .L,'n n�� ' ` HORIZONTAL: #5 @ 18 \ �� ` CLIMB INEI'STRESSES @ (WALL2:'''`xli`)x . ''-0:55 < 1.0 FE Lis ~ 1� �� ,��^ �1`�� ^��'. � 6 J HEIE1HT'FR0M-TOP OF THE WALL H2 -(FEE :' ' '- 5.67 HEI�HT FR04Mj-.TOP OF THELSOI!i - Hr 5 THICKNESS OF WALL - BOTTOM2 (ZNCHES): 8.00 �� /�` TOTAL EARTH PRESSURE Fw2 (}(IP); 0.38 . MOMENT @ Hw2 - Mw2 (FT -KIP): ' f , 0.63' ' AREA REINF. (IN" -2) "d'(IN) SIZE& PA (IN) ________-________-______-__-_-__________________ 0.075 5.69 #5 @ 49.6 DESIGN REINF- VERTICAL: #5 @ 24 OW out M W 9A. 1 Ma STU; ccA. 0011 > W.001! U < TOM' o > meme 0 < 2f.C33- ?PA,Q,ay.l T-1-4 Wi F-I-DJAO RAITOO-1 JIM 10 Y-1 r4 ,(jvq) 3T933WLq 10 'TIMT-1 -141M - :AAV - M29) AM22DR? GHTVQ:� Now WDJJI. :(92q) AqUoopyq SM12AT, 537Ay WMA w - rmsis7mvi hommi -,(2UjQAk) HTqAU fW,yCoq A 43iasj :(HDH3VP AAM HTMW MM01 101201 :(23HWI) ACT sw . a (93HOK 13 - H FS I W Fe f 1-i.I Y,3A WhIT009 :(23H3WD JJAW 10 A240 UT MAU :MHOVY1 0WIT001 10 HTGIW JATOT ,jqjA) ol 3140i DAIMMUT23VO :(qYA-TAj.n0 TAWW" 011HAUT93VO MIA) W - TIOZDW 5"MUM MOT R OWIV2120 .10 OITAA 0AWAUTRAVO :qNj?KT% THMOM TWI &TIMs YTIOMINA30A ,(qll.Tlj OH . M3MOM 3iArowzw.*,, I W"TA) IA -.AAqA DWITOW:i :vZ^T?l a - UUMUMi HOIT332 qo,,.yjMj ja,. 23,Uaeapq jIG@ (j@q) d9w . ,(Iaq) jq2 jj GAIUA . 23qU203qq jlor- :(12q) Hqo 33HATE1832 OWIGIM kqlA) vi 30T 0 SAU223A9 HTRA-*J MIS -TI, Q 30T 0 TW3MOM Y. AM W) AW 0 3X (ROW MUD M132 AWA ------------- � -- � - --- .7 --- - 7 ------ 7 -------- a-, no east 300.0 4 Q! :.IAJ?q AUT HOI33CI CALL' S BY e F',L.T SHEET / OF FOOTING DF'S I °9h3. DENSITY OF S011, fFICF)v DENS I'•,Y OF .CONCEk l 9 PL F) rJVE'R,r,U?NSNO E—E;cSi720 MINv ;" 1.5 04 -!-GW. SO I t. BEAR I NS- PRESSURE (PSF) : 1500 'ALLOW. LATERAL BEARING ,' RESEURE (PSF) : 20u;9 FRICTION COE'F•F I C ENT - Fz � C o S5 OESwSi3 c--Z0?1NCl :OE:'T 1. C1?4CHES) s5 _ _ LIES I GN TOL-; INS WIDTH - r°,EEL. (INCHES).- TOE 8 I NCHE S) : 42 F00,T :I :+iG, K Y , - DFPTX & WIDTH (I l`iCHE-3) . — BACK TO BACK* OF- WALL (d NCHES) : � TOTAL W I DTIA Or . � F =T I NO (INCH'S):, 52 0 VERTURN!INZJ t 0RCF, - o . (KIP) : 4, 4B OVERTURNING MOMENT, -, Mo ,.TOTAL. RESISTING WEIGH - W. (KIP): . 2:55 RESISTING, MOMENT OVERTURNING RATIO -- SF°. 1'.76 NET MOMENT -- Mn (F`1 ---KI P) ; 3, 7y E, -CEN' R!CfTY — e (F. EE ) o y 0.. / 1 Ei:CENTRI!� MOMENT - Me- ,'% T -KIP) ; 1 .51 .FOOT--, NG ,,AREA - Al (. T'` ) : c. o 33 SECTION MODULUS •- S (r T`'•3) . � 3 13 SSFJ PRESSURES- Y„ISL ©NL.''a'' - SPt : =°SF`) : 1166. orb : 1.500 • V SPP (PSF) n 12.67 > 0 S C I L PRESSURES ADDED' LL - SPt I” (PSF) .:: 906.94 ; 1500 - SPh y (PSF) : 45 G- 12 .> 0 21 X'DI:�4L RErSISI'ANC - Fr (K a.F'): :�6 1.48 FCC, 7"!NC:' -- TCIE: EARTH PR -z SS° t9•=;E + ''OE: F"v (K IP) . 2.45, MAX. MOVj l.IT C Mc (F T-KTAP) : 5.24 AREA RE.INF. .( ISI"2) , °.-d' "IN) SIZE & SPA (IN) ��` --- #5 �__._. '.. 0. JUG ..------------•�. WOUE141 q— Hm—4' It, EV t:'- In F� P f .Ljj? ij — B01,10N74 i7D.lP 1N 0 1441 V f- r j. c; r•-.. 6 -r �, r jjjT; -2 I' -4 P I 3-A 1_ma7 li. T a t,K I-P�:EVTP-I'L't. Fir- "T- A, 1, 17 T'T r f I T WV I F-:' C 1`.1t -S-Q 0 0 AlErD �A, - Ovi�-oc- (LE174 "�t T .rj *-' ., `V 34 -rit, ' :1 I VilF J. F,! :AZ-z' 1 % :NA, T. Lica f "T J. C) it CV F C Fid. r_ I. 110D :40" C T P! E G' PROJE01"" BRANT ;'*,,I G FiTI HGALE / DESIGNS. -1 OE! NO. E361 - DATE C, A L C' I S 3Y FLT CANTILEVER RETAINING' WALL -WALLL' DESIGNu ALL CALCJLAT 7*0NE ARE IN `NITS/LN. "I F'r . P, -a y T r.,. ADE SL SC._-lL'EQUIVALENT 7LUlw' PRESSURS LEVEL SURCHA Rr�E ?FEET): (•FEET) - YIELD 8.TRENGTH-'REINF.',.;(,-81),,-- TOP, OF ULT I"TATE '-- COMPRESSIVE, STRENG-rH,or CONCRETE (PSI )-'- 2b Z 0 GRAV I 7Y LOAD - .D=AG 'LOAD (,;IP):: B.OT-rbM ' ('INCHES): L-1 VE LOAD .(KIP): 'OVERALL .OF 1 86 FE!, GGT THE WALL -'Ji' (FEET-) .9.67 OVERAL-l'-HEIGHT- OF T14'E- SOIL' - Hr,(FELT): 9 THZCKNESS- OF WALL TOP (INCHES ).-: AREA REINF. ------------------------ 1-d' UND ---------------- BOTTOM (INCHM: 0.1.30 COEFFICIEN T ' ----------- #S' @ X8.7 1-46 TOTAL' EAF!7-Pi `PRE8SUR*P_- K i P) #5' @ 24 MOMEINT. - (FT. -K1 P" 1 ..22 AREA RE'ZiNF., I N^2) 0-N-) IZE & SPA (IN" -------------- 0.-.4a- 7 5. 65 @ 8. 5 IM I N 'VERTICAL- '% (IN' -2). MITI\!. HOP-ZZONI"AL REINF. -.2 % DESIGN REI -NF. -'VERTICAL-. #5 @ HO'RIZONTAL:` ##1-5 @ 18 CO-MaINED StRE. Sq_,--jS L WALL FiE. �T FRCK. J�Cjp 'C'F THE WAL�'__' H2:- (•FEET) HEI.GHT. FROM TOP, OF .' THE. SG -IL Hr (F-EE-l")f; Tj<CKNESS` OF WALL B.OT-rbM ' ('INCHES): TCTAL", ""AR.H PRESSURE. - Fw2 (KIP)': MOMENT @- Hwy' - ejw2 (F-r-KIp).4, AREA REINF. ------------------------ 1-d' UND ---------------- S:IZE &'SPA ("IN) 0.1.30 ----------- #S' @ X8.7 DESIGN REINF . -- VERTICAL: #5' @ 24 0,.144- 6 -.67 6 e - cio. 0.54 FLT ENG INEER IING 5 L,790 CLARk" ROAD PARAblbE, CA (916) 87'2- __)254 SHEET /9 OF f YU 210iA.'D f: EIM Vi I TOO '1)D"YT 1 10 011.x(1 , 2 14 1 al "�.l ViD JJA .21:1., TlTj 2 0 2 A,I @V J4,1ZI!, wo Fj L. 11 A --i PH JA512'rAIJ WU-JJA Ti; '21-01-1-13CO AGIT."D151-1 , Cf T t:l H T Cl 11.4 i)W I T-00-1- PIO Ir F,)3 G JT' '41 L�:JRJVI I:) J -14M C "'WiTC10-i --!Ej '11TC11W -jA'T',,)"r-* T -i"'10-1 LYi.A; iUT2:3VG T R -No Vl."u I ,I, Ell 1-1 TZI l3i:!'.�l JATOT, -IM Ti"Q'Abm 01 f 1r.41^11V1:;iUT l 3 V 0 .1 I'L T'- I vIN TI, A: 3 ;i-__ '- I .5 VA 15, "WITOO-4 'N'.. I J U CD H, IVIO1 T.'D32 J.' CIE! C -(l A0,p I":! lfu- iRi "i VOMOM xAllf "i 'IA, k3 01 t DOT 410123-0 CALO' S ''-3V AL- LT'F00T1N'G , F 0 0 T 1 N' GrES1GN i DENSITY Cit= SOIL.. c:PC-x : I0 DENS I ?' OF CCNCf--- '.TE ::�%-, ') : 150 OVERTURNING' RATIO - WEA, 1.5 - MAX.- 2_5 ALLOW. SO! -'L BEARING PRESSU;Rt..i:PSF): ALLOW. LATERA'. BEARILN P-ESSURE- (PSF) : ,ea0 4='RICTIO,N CGE''Fl•-.r r- 1' 35 JCS `GWl FC0'T T NG DEPTH VNCK,ES y : 15 DES I G N FOOT 1 NG 'S I D' -l- 9 - HEEL'' Q LACHES) : y - !TOE C I N,t ?ES 7 50' FOOTING KEY - DEPTH & W I DTH :c: I N. CHS - SAi i::' TO BAC <, OF WALL. � (INCHES) : 8 'TOTAL WIDTH O'F' FG.E' 'INiG�''(XNCHES`)'p' Sri 0VERT1Jt: V I N:_ FO 'CE -- Fr (K 1, P) m 1 .7y., OVERTUIR'N 1 NQ MOMENT.. - Mo` r T 'KIP) : S; TC'rAL FES i ST IL N2 WE GH7 91 t SiBT dh:� MOMrN -- M•- t'F T-KTPI. CVER TURN i4G RAT y S - SF 1.75 NET MOMENT - Mn (:-T-k:'IP) 4. 9+ ECCENTt;:ZCI-TY -- C- (FEET)-. EC,CX,tiTRl:_ MOMENT T -KIP; . 2.36 {'E30','IN AREA --' Af`"'rT''''�), ,,. 5.x_0 , SECTION MODULUS SHEET /% OF SOIL PRESSURES -D'L ONLY' SF't (PSF) c k 47.. O4 < 15010 - SPh (PSF 7 : 15.01 0 SOH. PRESSURES - ADDED LL SFT P. (P SF) .: 306. 54 <. 150o - SPh' (F•'SF") : ' .. i31, 0 SL.-L-UING :DESISTANCE - :F? (K -I?) 1.89 > 1.79 F`2,OTIN!2 - TOE: EARTH -Pc,-:SSUr-:E ` _ ?'0"E - F''v (KIP) : 2.81, MAS MOMetii' -Ql 'T'CE E dt' (+"Z" -f: IP) : 7. 23 AREA REl-NF". (IN --2) SIZE & SPA (IN) --------------------------------- DES I GN TOE RE I NF. #5 L 0 4 c I IJ '.OL 2 C, I CI A5 1 EIM 77— V! J e:T!I,MJ, "I YA J" t.:A A I AP YahA - R 1 UEMD59TE!. Q Jj, T Y bio., 11103, AM I T Jil Q.A 0, J YT I-VAI;i.0 i rIT CT =3. -1:) _1.,"'N.L-Ovo- Is '10T. JJr'�)W I 2.03AA101H-T E�-A tA i. mol-roa I "D I --T:30-D U Z! P- S '9 H 51 A 'P-, TO T -w)If T-03MOM% +�' *• � Y �� -0+ 4f 1.�•- ..`. ',�..r \,„� 1.i -...-'ef _,� _._. �__• �.M��.= �y�_...�—•-- ij+ I t .T � � _� � �;1 .�I 44 _'1 1 !.-tp . D -:1 FLT ENGINEERING R 3 J—'!'C t BRANT NIGHTINGALE DESIGNS 57'J;) C: AP ROAD, Z*0B NO. 4 E361 — ALI-'ERNATE PARADISEv - CA DA'TE 7 1586 P72. -. 0254 LALCI S BY FL SHEET OF E U 3 J EQ C'0NQ,.7Z4TF-' CANTILEVER RIE"i-A-LNING, FALL W1 AL L Z F---. N ek LL CALOULAT:ONS ARE IN UNITS/LN. FT. 2RR,.ADl= 0`_l e'E RAT 7 G Lr ---VEL S-O'!L°EQUIVALENT FLUID F'R E S S U R E C PSF)': 30 SURCHAR3E ( FEET )0 Y I L--- L D S T R E N!--; T H'- R E I N F'.' f S;. 40 -'I;,,IA7E ,-0MPRESS 1 VE STRPGTHOr iQ(PSI).200(7- ) .NCK'ETE G R A V T 'L -CAD DEAr) LOAF; lr-') .19 LIVE LOAD .Klt OVERALL HE -."-Sik T OF THE WA' --'L H (ffcT) 3.67 -!7 I GS'- OF "HE. SOIi Feil' �FEET):- R ' " hI v L - 3 .,GVE'AL' - .1 , . " T141 ---kNEES OF WALL. T06 INCHES' DOT YOM .41 lt.4QHELS).-, C01 E- F I C I E N T, a 1.46 'Ti� "RESSLK;7 Fw TVTA�:.- IE A.R, L.. 0 .14. - OOMEN7 ti.w (FT7'<E,R*): D. 14 ,AREA '6:;,'E!NF. ON -`-2) !W (IN) SIZE &.SPA C I f.'Y') ------—--------------------- —— 75 #4 @ 9,7..-7 MIN. VERTICAL REINr. .1's 7. K a 106 KLN. POP; I ZONTALRE N' I N ^2A: G. i4.4 DESIGN RE- IW* . — VERTZCAL �' #4 @ 24 — HLIRIZGN'TAL.- 44 C 16 CqklB NE'D STRESSES, WALE 0.10 < 1. 0 fj 1 Y 17 ; I f� '17 > `'I" C j U- Yl fit 0 L! Lill ts Z -1y V .4 "..Lj I" v - {1. —t 'LI l-, L- > VU (13 -0 1 Er 71 .7" 'a ct, Ll �J> -A r ru !W 110 0o(! c Lt .i, 0 I t < '74 11, J Wrt; t-4 I -A eli la b < LQ L1{< til Lil C-1 fj C -- 1 Y > j U- Yl 0 L! Lill C -- CALCIS 3Y FLT D E S 1 Q 14: DE Ki S I` I V OF S01LP-F', DENSITY OF 004V E_r<'rE ZVERTURNING RATIO N MAXP ALLOW. SGIL REARIW FRESSL.lF4irt- 0S F') ALLOW . LA: ERA' --E &R I N - P F 4ESSURE (PSF): F*fq'ZCT.'L'O'.'V CJCFFCZENT DE913N DEPT -H, (-NlaHES).- PES *GK Foo-uING W'ZbTH- --'HEAL' C'IWSHE S)- TPE FCZT".lNj3 KEY - 6EPTh- - &-- WI.DTH' -'BACK- TO BACK' 'OF'WA"L'L' .fINCHES),: TOT„"FOOT 1 -AC, OVERTURNING' rr��R'QE ro - (KiP) OVERTURNING 'MOMENST . P)-. TC-TAL 'REST RES l-QME__NT Klp): T I P NET MOMEN"' E C' ' I- o=ho': R I C, I TY .(FEET') ECCENTR11- 'MOMENT FDOTINIG .9.'AREA, A -f” (.,7 Ir 2') SEtTIGN MODULUS- RESSURES 11C) L -SP.t (F>Sz-) SO V P ONLY SPh SO --'L P FZE RES 11, ES ADDEj:) 1_ PS F S'L S*.'"S7 'p) "ANC -27, Fit t'°Cl T ME -7 SHEET OF ISO 2v5 11 503* .14 20.0 0...35 12 0 O_ 24, 0.28 .V. C, 0.95 .14,25 .off 0.44: > G. 28 EART'rP-RI-cs-i R - F Fv' (KI -P.) 0. 9c M A X M GJX E NT -CIJ T 01 E Mt fi_ T -;.< 7 P 36 AREA PE. :NF.(IN-2). d 7 1 S�TZE`& SPA (1',N) ---------------------------------------------------- O�055 4.75* 44 @ -W 4 3.e DES 1, 13N TGE RE 1 NF. . #4 0 24 3 Q G. 67, 63C).,47 15oo' 7. C) I o 76S.22 < 12,68.26 > 0.44: > G. 28 EART'rP-RI-cs-i R - F Fv' (KI -P.) 0. 9c M A X M GJX E NT -CIJ T 01 E Mt fi_ T -;.< 7 P 36 AREA PE. :NF.(IN-2). d 7 1 S�TZE`& SPA (1',N) ---------------------------------------------------- O�055 4.75* 44 @ -W 4 3.e DES 1, 13N TGE RE 1 NF. . #4 0 24 3 11, :...a cl E TL:13'L,O,.aq 4'3 1/1 3 0 L 6 z -K:' TACI -lu --J "I :'Yo*2— 2 10JA0 JJ A W EIWI0"(f"iT--A A3VAJIJ"�16�-a T �j ",.1!4 0:--! T -'D 3 1, 6 L J 2 .;1 7 ^I.�U iil U ':(+1JJA ff A:- '..I GAJ I-'i :_,T U.. I-,'I TuiJ,AAVIUKTS '- T. K-0, of.)O'S. "AV L-I� -A �T..", V X L) Ntll-jL,) U'.'j IJ _iv ..A, P., JJ,'-A I- IN Z'i6 i3- JJNA3U, i:i 1. 1.3H -.1J":C 10 IkIT 1 , 77 :I J, �A 1 '17 101,1 .0 1. C Vi I L -I A A 30 ."'4 i;, 1'77. IA 1 j� 1 J: :v 4i1 I 1 "".4 Rv ` PRQ^TECT : 3RANT NIGHTINGALE DESIGNS' JOB NO, �636_� ALTERNATE DATE CALC`8 BY FLT � ' ` '� SUBj�T �; C�N<��.� CAXTlLEVER RETAINIIN@ WALL ' [:)ES"�' .` ^ - . ALL CA��}L��IlC' 4� I��- UK�T � LN _�� S/ . FT^ '.� _ ` GRADE S,�."-1PE R4Tl0: ` ^� ^' � ' LEVEL SOIL EQU 7VAL_' FLljrD r- ` _ � �E^ : . (PqFi 30 - YIELD STREN67-H REIKF. � �KS[') ,' � ' 40' ULT IMATE .�,;OMPRESSIVE STR GF COWCRETE (PSI); ` 2�00 GRAVITY LC4D '�. DEAJ 'L�AI� '�K+p� : ..�. . . - . 19 � _ ' ' � ' `- �IV�LQ�D� : (KIp� ' 1~11 OVERALL_ N'E 12HIT OF T P. S WALL - H (FEET) : -4. 67 uVE RHLL ��; F_ISHT @F THE SOIL -Hr (FEET).- 4 THICKNESB� O� �WALL --,TOP ('INCHES): 6 ^- BCTTO% (INCHES): 6 C8EFFICIE>�7'-_1, 46 r `EAR"rH,PRESSUpE _F�v (KIP): `0.24 .._., . ^ T - Mw (FT -KIP}: ` . 0~32 AREA RETMF.' '('I N ^ 2) w �' ( I|�) � � SIZE & SPA (IN). ___-�____-_- __________________-__�_______~_____ . __ 058 ' ' �� 5 � 3. � ' #4 @ 41 .'2_' .. . . . . '- . MlN� yLRTICAL - REIWF. - ~15 . % ( fN^2) � . 108 MIN HORIZONTAL REINF2 % (IN^2) '� ^ - ^ DESIGN REINF� - VERTICAL: #4 @ 24 _HORI�ONTAL: , #4 @ 16 � COMBINED STRESSES @ ' LL: ` � . w` FLTEN6INEERING 5790 CLARK ROAD PARADISE, CA �91S} 872-0254 S�,EE+ 2O Cr- 31 0.1i-3: < 1.0 PECIGM TOE BEINK"" MOAT VbEV 571M " (IA -V NIMM" OTTE I ";6w C!") wvx, wnHEWI U TOE WP O'.`T Loollmo - 10V OrTDIM MaIllYMCE - YL if: j)' - 3M a0TI,kTE2anmEe - VDDEo rF 2hawsm- Ebp CUBE) I. adlr 0MOnvae -'Dr nwrA a6c W07 RECIMMAnonr5a koollp, vntv vi SAIM" SOCEWIKIC WOWEMI - We (LI-Mbi: EccuMiclix - e M)" mex wavEll - ou 0AEummmn bviia m- Kkaiamme womml mo.mi-i•;w: I&Vr SWUM MEMI - M (Klb): ankinBMTMO WORMI -M WhimMe LOW - kO CKIM* ioivr miow oL LooMwe (!MtHF2)' -'BVCK MOVCK OL MVFr (INCHEM 1-_001IM0 KEA - UE61H P MIn!" MCHEM: - IDE (IMTHEMI! AM, MIMMIIIH - IEEV elACHM)'' DERIOW LOCITNT DMH (IMMM: LKICIIDA CDEPLECIEN! - k" wrrom" rVIEuvr BEYNTOO bbE2294E ( E-•80: wom, You puzimc wasenus rbsu:: - I-IVX' CAEvAnwivo smo - wy, DEMIA & COMCEBIE COM: DEMPTIA M MIF ME)! Loolime DMIGH: olnc > 010-1 1013*32 � 0 MMICE j wo-1 B , IQ 701315P ; 120t) T" T3 VNN T"ll 5C., o TOO cvrte b sA : Lrt 1\ CALCIS kY ' r FLT SHEET : ,!�! OF FOOTING DES I QN DENSITY dF E 01'L '('PC;F) : 100 DENSITY SOF 'C^E1PC E FZ t E 150 OVERTU iVING,RAT_i'0,'=.:MllN:_:_ 1. ALLOW. , SOILl. REARING r RUSSURE 'CrSF) ; '1500 ALLOW. L.ATE:EAL. REARING FIRE 'SURE c.PSF 200 FRICTI:Ck- CCE.H FIC lr-.NT 0.35 10 DES I f-aN FOOTING W-I•D;rH - HE'E L. (I NC IAES) : F_ - TOE (Y fvC ,SES) : 'KEY 14. . ' FOOT I f iS" - ' DEPTH `2< W X DTH, 1 NOFfES) . !� - 'BA'CK TO F/`, 'K OF [HALL (INC'HES) : c a TOTAL W I 6TH 6F FO1 NS . l' IN C V, C7. 3) : 26' 'OVERTURN I Nd -FORCE = Far '•: K 7 P i a '0.45 OVERTURNING L'• Givii-FNT` -- .: 6 (FT P) : 'G.:53. TOTAL-RES4-S TIN2 W ICKIP) o 1.20-' RESISTING 't''fUME.INT (FT-KIP) : > 1.77. , OVER-TURP4INOSRA T Its .-1C NET MCMSN'T - lln (FT-KIP)' . 0� 54 ECCENTRICITY -' is 'C`FEET; : 0.30,,- EC ENTRIL MOMENT � Me (F'o-.k:l '),m 0.57 FOOTING A AREA' _ 227: S'EC::TI0N ,mbbULl-JS -'-S (FT^3) n SOIL PEES U'fPEE . - ,, DL ON YPt '(PSF) -d 1023.25 1500 -- •SPF ' (E'SF) : 87.76 ? 0 SOIL PRESSUKES -- :ADDED -LL-'- -SPt ° C PSF) : 1062.66 < 1510 - -SPIV C FSF) : 1072:96 0 SLI UIN-G' ,<.E''SISTANL-:E _ Ftp ,. (KI P5 "'' _ 0-5-6 '>,-0,45 FOOTING - TOE.-'" EAR TH PREISSU, :E @ TOE - Fv ( I'P) : 1.24 MAX. 'MOMENT @ TOW .: Ht` C ; T-K I F) : 0.71'- .71'- AREA Ar=:L-A REINF. CIN`-2) 9a" (IN) SIZE & SPA CIN) 0.071 E,. 75 #4 Com- 33.6 UES I 13N TOE RE I NF .: #4 @ 24 0051, HiQ T33LOA9 f4a 0 SS T"33113 T.J9 Y 21 zOJACI r N JJAW ovulicra; D r 3 5; 1::'V 0 _'O o o T-111 _j dT]'V,,u• Lfil 1..G 1 TAA I u 91'11'E_ *AV'." ;fa A A P. A U @ y ',"') Z1 'IAT-VI _-VT2 62D i y ...*„I2" __JI, CI 3T-DA-_IWD_i 10 IH'T@A3,--,M3 2V 1223"TA14,100 3TAM`T_'U q D J , YJ I.VA 21E, A ro-j- Us;C-KI,- G _. CI A A) Cl AQ4.-p 7 " 1 -1 -TH;D R:.;:T339)13H JJi�.R VO qCJT !JAW -10 '2231AINO"FiT '(23HOAl'. MOTTOG A S 3 0 - qq 1- _T OjL A q,? "bq A351A T C, I IM IT 0 AJS 15VL_ JAV Ej I A1# :JA0IT5,1:-JV 14 El 1 -23i :JJAL4 D �I-J@LIRAT2 a3w 1 amo-ID T 117LT ENS S NEE,? I Nim .V .: a•7 GNS 575D CLARK ,ROAD R NO.: �i3F1 .f11i:R'N�� i E . PARAfi)IdiE, CA DATE. 7;� l'9S (91 a) 872-0254 SHEET OF SL SSE ;T: CCNU RETE • CAN' bl_EV R Ri�TAZJMTNIG 14A! L WALL DESIGNI. At_L _;kLii!_AT 1 ONS ARE 1 N'' UNITE/L-N. F7. GRADIS SLC -PE «A 10 !_EVCL SL. IL. E U1VALEN T;= L1 ?3 F',hE:.SURE yf ZS SURCHAi-13E (FEET )• • YIELD, STRoENG T H RE,INF. Li a I,v!A '._ k Ot",A=RE SS`IVE STRENGTH OF CONC-P*LTE (PSI)-. GRA`41 1 i' .LGAL° OVERALL HE-7GHT �.F THE !E WALL i -i • (FEET) : 5.0 OVERFILL HE:: Gt T J7 THE SOIL _ H-�- rE; T) �; Z C!"NESS OF WALL` — TOP (3 NCHES') : � BOTTOM ( INC SCS) : L� LO " Ii_1EN'-, :MOMENT �-,_a__KIP-) FARE:; CrII�i="'",'k'2 ,C2 (I1'�'SIZ-r E & EPA' cel �o MIN, `JES:':_io_:AL REIN'1:'_ — :�. !• "' MIN. �sDRI ZON1 AL EINF. ,, — .(2 io (IN^' ): 0.144 DES!GN REINF. = VERTICkLe #4 @ iS `- HORI ZON7AL: tt @ 1E CC N2 ~ N'ED, S ESSES 1,4AL'_ 3 T W 0 01230- T-13 Yui a J A QI Tb '13 YI*IF.V;3CI 3T513OVIO-D -q 0 yi, i 3vi3a xrA.';i 11-r- -.2vo q :3.1J2 -;r: �P-iA �04 U- A d J100 J4.-UJA Cl aS —7 -TU 01' I) - ?-PTCI IM i� I'll I Cr a 31 YA4 OH 'J: AI-)-, EI!!trYUcI -4 C 1 (CSI �.4 JA IT T!�T' q I quC. :2-lql -v,3 '13 EM I Tbb,'I' .:�8- y LIA). -ja E. IR -n'4-'I -�!I J IR n (".7ta"O. Mclla 0 0. Oa- Sftla'-'J: -C2 r� A T J-41/1.1FOO-4 aU , "T -'�Imoff ,I I q E,,h1 Q-* a i- A-3.24 9 44- s 1. t Q 3 T W 0 01230- CAL.C' S BY L.T SHEET FCh".1T•IN`3 ,)E•SIGN, DENSIT,' Ods SO TL (PCF) D DENS I T- '1 '317 C �I,CERTE (PC! F) . 150 CIVEF.T UR't 7.N: G RATI O — MIN: ALL W. SCIL 2EK IN13 PRE,S'SUf_R�: (FSF',a.•' 444500 AL,'—OW.Lxs TE RAL 'SEARING PRESSUR (PSF) : 'd 00 , F'R:I CTI%N �� OEFFIC;IENT 35 DESIGNF OOT!! Ei D E P T •:,INK,HES) t 10 DESIGN FOCtING `W16TH -- HEEL '"(I,NCHES) 5 E TOE �'!N�, i��' Sao 0 (.� y*� `' {{•� ( L_ 0, 0T, I N�� 5'4V r .L E5"�','7. IH v:. Erv•1 DOTH' -,CI NICHES) 0,0T BACK' TO- BACK"OF* WALE-. (Ii NQHES) ; 0) TC1 i A- Iii;.,J)'`••I i OF = 0,0TISIS. (ISSU IHES)•: f-VERT(,�RNIN— FORCE Fc. (KILP) s OVERTURN I W3, L MIE�TY:. • hlo • (F'T--k: I P) r 1, 3 TOTAL. O�ESIS'T'IN! WEIGHT.'— .W- QQp): 'RI =S'3 S i I tv'.Q' : M-0NENT — Mr (FT-k.IP) : 2,-79 OVERTURNING G RATIO — SF': . .2. NF. i MOMEN"l- .._ Mn Z. i . ~FEET); t:;, •;G ECCENTRC I C MOMENT —`Me (FT—K I F') : 0.52 FOOTING AREA. • Af :(�`r.�4;� : °'. S7, , SECTION M.ODUL'US ,--. S- (FT' -3): Fi::;''L_ 1= .ESSU!":ES- DL. ONLY — SPt. (PPF) : `JS7= `�d3 < 1500 Si: I! . ?'r.::= SSUR:ES — ADDED L_L SF't r MSF) at. 7.,150 , i 50 W (F' F`? : 1055.59 ", 0. SL.ID`�N13 F;•'E:S:IS-r'ANCE - Fr Q`IF' i : .0. 65 0.. EM ,'='rrE SI' :i= y OE- • Fv, ('I<IP::) IAN.. 'N`e2Oa-s+EN' TQa — Mt (FT—K" • 'i.12 'AREA ,R i-'s\f' a C:Im 'lir (IR) `ISIZF 9 EPA, ------------- 0. 11 : 6.75 44 tee 2a.3 .DESIGN TOE REINF.. 4*4 Ca 18 23 OF 3 --'i.JA 0 V! I I !'iI V I T —ZJ'L 051:1 .00 T "D !J LAP, '14 H I A JJA 0 T. T�3"D.Jc t4:3 -TA V Y tj!*,-),.j I LJ." y 1 0 c I 3*rA. i Y'r-,kj f I V --i 7.1 'AUT -11 vil T 13 VO M. kv 'ID _Z4 7•; 3),: V; A. 1 li FLT ENS INEEFs:ING PROJECT BRANT -NIGHTINGALE /.DESIGNS- 0794) CL,AF',! :'. R 0 A Q .JOB 1\10. z 6361 •— AL T EIRNATE PARAD:T,SE, ► A 1 DATE , • a. ;t 7 / 1986 (91E) 872-0254 CALCIS S BY FLT SHEET, if OF J SLNB..f E T -CONCRETE CANTILEVER RU A I N I NG WALL _ WALL. DESTGifi: i.,ALL CALCULATIONS :ARE IN UNITS/LN. FT: �. 1;RADE SLOPE RAT 10 'LEVEL SOIL EUMU.I VALENT FLUID PRESSURE ' 3. RSF) : 1. 30 SURCHAl GiEFE` .(FEET): YIELD STREN3TH REINF. (I<SI ):•: . _ 4 c ULTIMATE COMPRESSIVE STR:'E.,N GTH OF CCNoRLTE (PSI): 2 000 , ,GR'AV I TYt 'LOAD . —._ DEAD LOAD . < 1'; I t?) : 1 .-, LIVE LOAD 01 .OVERALL .HE I GHT OF o"HE . WALL— H, (FEET.) : -s .. �`, 67 ..OVERALL. HET GHT OF' THE SO I. L. — Hr ( F'rET :' t L6 TH I C.KNESS . OF WALL — '�i OR <` INCHES) : B .. — 'BOT 70M INCHES') . t3 'COEFFICIENT.— .4.6 `TOTAL EARTIT•1 PRESSURE Ftp Q, I P) : 0.54 MOMENT. ; l 1w, i(, T—KIP) c 1.e 0 ,AREA ;REIINF._-(lN''.2) �.ldl'( N) : 7_E ': SPA (IN) { O. 1,30 5o69'.. ,#€S G 28..7 MIN. VERTICAL 'N=E11 F. — .15 % c: IN,' -2) : 13..1 }4 MI:N�: flOR"I ZONVTAL; -�'.EINF. -- . % (Ili` ) : DES GN -RE i NF ,. — VERTICAL: #v C 24 — 'HORlzo NTAL: #S L 2E3 COMSINED, STRESSES @'•iWAL_L: 0. it'i 1.0 1 li 0 It 0 MI. M139 30- MUM PAN MCA 0 QAW ?W; Att- WQ"! fWal" wozy V%Onq AD QA.44 -7A. jTmmV3TJA lana M Y:W..vc on, :vc: wZyArc, ON'' 3hu8sa"A ?M&NIF 2720 'Ouj..' C 1W 0 AWS279 7 M 1 9A:.,, K 10 Alow. OWYE&A J301 0 S: `.l.' -(b 6 haw 7 0 bL ma It a 1 u w xv" nrys A, I M 00-t cwwwv a yu vis 1 aE zalsopf? - MOT 1030 ATWOMIJ W Y�Dwjzrw in -W, 4, as Y7 a f pi 1 4t , a IV" S -'143v � � Apo, ANYWO vq 1, Ov 1 1 2 7 q q. -f D =1 sc ts AQW. 4F a 1 law sm-F as sava N" - 203 Waq frawwwwww) RE 43X Y No? - jjAw qu V . A , ? 7 H f W00 --l! I - it MW ) III as ev. .0070 Y - YMM11"100A (91; ' X To py ' :!4533 OblaplAA4 431AM1703-1 OOL P 021 WA %&O SfS 3SKMA) :HJ) WW40 OM QF. Wl K.D. 11115% NUMM .1 MWO 199 jC 0 W OIL, Anz I .c. - ' 'X e-. - - Vy i'. "4 ! :9nv I, 0 t W -_,t v? 0.1 AINT 4 1 >- Calm" -130120 FNE40 by MW A KIM WWI? WmA AM. 0 It 0 MI. M139 30- MUM 'C .^'�� b : �'L T �� FOOTING DESIcxv. DENS I ENqI TY ..QF SO 1 L (PCF)., DENSITYOF C )� � OVERTURNING RATIO - M%W�* - MAX*-- _ .. SOIL BEARING PRESSUR'E (PS �=` ALLOW.LATERAL BEARING'PRESSURE (P8�): FRICTION C[]EF'FIC!ENT - Fc: DESIGN FOOTING DE F, T H(IN�H'S)i DESIGN—FOOTING WIDfH HEEL ' ( � TOE ( N *' — FOOTrNG �EY � PTH & WIDTH ' C' ' )� . - _-. 7 TO BACi-"' OF WALL (1NCHES): TOTAL WIDTH OFFOOTING (I|CHE'),* _ ` OVERTURNING '`' FORCE.- '. 'K�� ' , � uwLuRm1NG .Md (FT- IP). TOTAL .RESISTING'WEIGHT � � �I)� RESISTING.MOMEwT -'Mr (FT-KIP)i- OVERTURNIN8 KATIO - S�� ' `. . NET MOMENT -/ |n '(� FT-KI�' C ECENTRlCIT- � (FEET��' i C!=-NTRIC 'MOMENT. M |T - Me. (FT-K*IPJ i FO ING�- Af (FT�2)� SECTION |� ' - S (FT^3�� ' SOIL PRESSURES - DL ONLY - SP t ' SP..�' (P .. � U. ` � SOIL PRESq,�� RES - ADDED,LL- SPt' ' SF*):* / ^�� S��I'<Ime R'S`sf*m�. ^ - Fr` (K'P): F'O. ' _ T!'' S H'E T 04-0F Z� 100 15b' 1.5 2.'5 � 1500 200 0.35 � ` I2 0 � 36 ` � 0.8 2. t. 5 4.22 1'.87 � 1. 0.49 3.� i�� ' 1289. 4 <�1500 � 0.~3 ' �r .� 1165,�80 ., < .1.500 .873. 76 > 0 0.88 < 0.88 EARTH PRESSUR�� 'TOE --'' r` `r ^^~~ MAX. MOMENT @ TOE � Mt ` K FT�IP�): 1.73 AREA REINF. (IN" -2.; 'd'(IN)' SI ` ^ SPA (IN) _ _ _ _ _ 0. 136 E/. 64 #5' @ m` 27 4 '^ ad / �O� �EI w�'.: #5 = 24 ' ' 0 PROJECT : BRANT NIGHTINGALE k DESIGNS ..JOB.NO., 6061 - ALTERNATE DATE 7/1086 CALL' S. BY FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL_ EQUIVALENT FLUID PRESSURE (PSF) : SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE.STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP) : OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT-KIP).- AREA FT-KIP):AREA REINF. (IN -t ., '.d'CIN) SIZE & SPA (IN) 7-------------- o.2o6 5.69 #5 @ 18.1 MIN. VERTICAL REINF. - .15 % (A-2): MIN. HORIZONTAL REINF. -- .2 % (IN"2) : DESIGN REINF. - VERTICAL: #5 @ 18 - HORIZONTAL-: #5 @ 18 COMBINED STRESSES @ WALL: HEIGHT FROM T01- OF THE WALL = Ham: (FEET), HEIGHT FROM TOP OF THE SOIL - Hr 2 (FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE, F w2 (KIP). MOMENT @ Hw2 -- Mw2 (FT -KIP): AREA REINF. (IN -0) 'd'(IN) SIZE & SPA (IN) 0.038 5.69 #`./ - @--96.9--- DESIGN REINF. - VERTICAL: #5 @ 24 FLT ENGINEERING 5790 CLARK* ROAD PARADISE, . - &A ( 916) 872-0254 SHEET 26.OF 31 LEVEL i� 4o 20to 7.67 7 8 8 1.46 0. '74 1.7'2 0.144 0.19 0.30 < 1.(i �i ' ` ' CALC'S BY :FLT . ` . FOOTING DESIGN: ' ` (PCF:) SHEET '27 OFA7/ ucm�l/, ur Su�-. � : 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 � - MAXt 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW! LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES) :' 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 28 FOOTING KEY.- DEPTH & WIDTH iINCHES): 10 - BACK TO BACK OF WALL (INCHES): 8 TOTAL'WIDTH OF FOOTING (INCHES): - 42 . OVERTURNING FORCE - Fo (KIP): 1.13 OVERTURNING MOMENT - Mo (FT -KIP): 3.26 TOTAL RESISTING WEIGHT - W (KIP): 2.36 ,RESISTING MOMENT - Mr (FT -KIP): 6.15 OVERTURNING RATIO � SF � 1.89 NET MOMENT - Mn (FT -KIP): 2.89 ECCENTRICITY - e (FEET): � ' � 0.53 ECCENTRIC MOMENT _ Me (FT -KIP): . 1.24 FOOTING AREA - Al (FT^2): 3.50 SECTION MODULUS*- S (FT - j): u ` 2.04 ' SOIL PRESSURES - DL ONLY - SPt (PSF): 1284.49 < 1500' SPK (PSF) : 66.54 > 0 - : SOIL PRESSURES - ADDED LLSPt' (PSF) ' 1103.27 <150(_') -'SPh' (PSF): 882.05 > 0 SLIDING'ESISTANCE - Fr (KIP) .` : 1.50 > 1.13 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 2.05 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.76 AREA REINF. (IN^2) "d''(IN) SIZE & SPA (IN) U. 217 8 0. 69 #5 @ «17. 2 DESIGN TOE REINF.: 4:15 @ 12 4 s PROJECT A BRANT NIGHTINGALE / DESIGNS JOB NO. 6361 - ALTERNATE DATE :,7/1986 CALL'S BY : .FLT FLT ENGINEERING 5790 CLARK ROAD PARADISE, ' CA ( 916) 87'-0254 SHEET 2g' OF 3/ SUBJECT: CONCRETE CANTILEVERRETAINING WALL WALL DESIGN: -------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVET_ SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE T FEET) : i i YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2G00 GRAVITY LOAD 1 DEAD LOAD (KIP): . 19 -- LIVE LOAD (KIP) : 1.11 OVERALL HEIGHT OF THE WALL - H (FEET): 0.67 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 8 THICKNESS . OF WALL - 'TOP (INCHES) : 8 - BOTTOM (INCHES): 8 COEFFICIENT - a : 1.4E TOTAL EARTH.PRESSURE - Fw (KIP): 0.96 MOMENT -- Mw (FT-K'IP')-. 2.56 AREA REINF. (IN"- ) 'd'(INS SIZE & ---------------------------------- SPA (IN) 0..3(--)7 5. 6'j ##5 @ 12.1 MIN. VERTICAL REINF.. - .15 % (IN" -2). . 0. 144 MIN. HORIZONTAL REINF. - .2 % 002): : 0. '19 DESIGN REINF. - VERTICAL: #5 @ 1: - HORIZONTAL: #5 @ 18 COMBINED STRESSES @ WALL: 0.55 < 1.o HEIGHT FROM TOP OF THE WALL - H2 (FEET): 5.67 HEIGHT FROM TOE'' OF THE SOIL - ..Hr 2 (F L -=ET )4: 5 THICKNESS OF WALL - BOTTOMS (INCHES) : 8.00 .TOTAL EARTH PRESSURE - Fw2 (KIP) : 0.388 MOMENT @ Hwy •- Mw2 (FT -KIP) : 0. G3 . AREA REINF. (IN'''S) 'd' (IN) SIZE & SPA (IN) ---------------------------------------------- 0.075 5. 69 #5 @ 49. L" DESIGN REINF-. - VERTICAL: #5 @ 241. CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO _ MIN: - MAX: ALLOW. SOIL BEARING PRESSURE CPSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTING WIDTH - HEEL (INCHES): - TOE C I Ni_ HES) : FOOTING KEY - DEPTH & WIDTH CINi'HES): - BACK TO BACK OF WALL (INCHES)e TOTAL WIDTH OF'FOOTING CINCHES): OVERTURNING FORCE --F o (KIP) : OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT W (KIP): RESISTING MOMENT --Mr (FT -KIP): OVERTURNING RATIO n SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT -- Me &T -KIN: FOOTING AREA - A f ;FT -2): SECTION MODULUS - S (FT03): SOIL PRESSURES - DL ONLY - SPt CPSF): 1. - SPh (PSS-): SOIL PRESSURES - ADDED LL - SPt' (1 -SF) •- SPh' CPSF): SLIDING REWSTANCE - Fr (KIP) : .SHEET Z9 OF 3/ 100 15! � 1.5 2.5 1500 00 0.35 14 6 34 10 8 48 1.45 4. 76 2.80 8.45 1.78 3.7o 0.68 EARTH PRESSURE L TOE - Fv (KIP): 4.00 :%,.58 2. 67 (FT7KIP): 1416.81 :. 1500. -1 :48 > U 120a. 68 < :150Q 747.65 ;> U 1.78 > 1.45 FOOTING -- TOE: EARTH PRESSURE L TOE - Fv (KIP): :%,.58 MAX. MOMENT C TOE - Mt (FT7KIP): 4.33 AREA REINF. (IN"2) rd'(IN) SIZE: & SPA (IN) 0.X77 10. ES #5 13.5 # DESIGN TOE RE I NF .:. 5 G 12 . PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/1986 . CALCIS BY : FLT SUBJECT: CONCRETECANTILEVER RETAINING WALL . __________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. ' ` FLT ENGINEERING ` 5790 CLARK ROAD ' PARADISE, - CA ' (916) 872,0254 ' SHEET J0 OF -3/ GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0. YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD -(KIN): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET):. THICKNESS Of WALL'- TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT— a � ' TOTAL EARTH PRESSURE --Fw (KIP): MOMENT 7 Mw(FT-KIP): ` . AREA REINF. (IN^2) , 'd'(IN) SIZE & SPA AN) . _________________�__________________________�___ 0.437 ' 5.69 #5 @ 8,5 MIN~ VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .2 % (IN^2): DESIGN REINF. - VERTICAL: #5 @ 8 - HORIZONTAL: #5 @ 18 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL -Hr2 {FEET]: THICKNESS OF WALL -BOTT�M2 (INCHES): «° TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - 02 (FT -KIP): AREA REINF. (IN^2) ------------------------------------------------ 'dl(IN) SIZE & SPA (IN) 0.130 5.69 #5 @ 28.7 DESIGN RAINF. - VERTICAL: 05 @ 24 .19 1.11 9.67 9 8 8 1.46 1.22 3.65 0.144 0.192 0.78 < 1.0 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITYAF CONCERTE (PCF): OVERTURNINGAATIO'_ MIN: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BLARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: DESIGN FOOTING DEPTH (INCHES): DESIGN FOOTINGWIDTH - HEEL (INCHESA . - TOE (INCHES): FOOTING:KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): - OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY- e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT�2): SECTION MODULUS - S (FT^3): _ SOIL PRESSURES�,DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr iKIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): 100 150 1.5 ' 2.5 1500 200 0.35 14 6 42 10 8 56 1.76 6.36 3.18 11.42 117'� 5.06 0.74 2.36 4.67 3.63 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA' (IN) 0.394 10.69 #5 Li 9.5 DESIGN TOE REINF :�� ^ #5 @ 8 SHEET ' 1331.07 Q 1500 30.87 > 8 1110.21 < 1500 727.45 > 0 1.91 > 1.76 2.95 6.16 13 iiii � lll iilll 771 r I ti . r . r r i I, 13 iiii � lll iilll ��f y 7y 1 1' r py�y� Jy K _ 5 eN S `Y�PP t a �t G 3 a ti 6 p 1 1 n q fw i a. 1 r ItP p z.. F z