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HomeMy WebLinkAbout064-070-002i JIM 64-07-02 t KNOX ` � O h-��P � ,` ., • 14650 Colter Way,lot 9, PP#12, Magalia Contr: Dan Wentland PErmit#3798-87B,P,E,M(new single family) W. V a ity, .r 1' i JIM 64-07-02 t KNOX ` � O h-��P � ,` ., • 14650 Colter Way,lot 9, PP#12, Magalia Contr: Dan Wentland PErmit#3798-87B,P,E,M(new single family) W. V a I INTIA 1 ca �m1��Ommm�� �a CA) 39aY �9 PERMIT NO. — PERMIT EXPIRES OWNER -11m KNOX CONTR. ASSESSORPARCE4 64-07-02 LOCATION 14650 Colter Way,lot 9,PP#12, Magalia —I • OFFICE COPY Addres� , �T GAS Meter By Date ELE �✓ C,/ Mete L9aRe� d?f i I 5 OFFICE COPY h c,�I Address I er'�y pate—_ ELECTRIC Meter By Dat,_ — Temp.' POvrer n,w -- Called PG&E Temp. Elec. Service . 1Called PG&E Temp. Gas Service Called PCX JOB FINALED Signature 0 1 :i . = OK 0 = Not OK Not Not Ready MOBILE MOBILE HOMES MISCELLANEOUS k Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK exc$pt*'s 1. Zoning Requirements -Setbacks -Easements s 1. Zoning Requirements -Setbacks -Easements .2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -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 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Date Card -131 Date 10. Roof; Shthg-Roofing Card -81 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -B1 Date 2. Footings; Size -Spacing -Marriage Line *Card -81 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 Card -81 Date Card -B1 Date Card -131 Date Card -131 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test, Card -131 Date Card -131 Date Card -131 Date Card -131 Date = OK 0=Not ON - = Not ApIbIjcable = Not'Ready C RESIDENTIAL (Single and Duplex) & rtf�CV"fi xidfE S7 r Date*-- UNDERFLOOR (P OK except #'s Date MMAKLNG (Continued) angers -Post Caps n - oni;fon on' re' ements- cks= (/ g., Main; Soils -S -Ele nd.-/ /" Ftg. Depth - in-Ro ac. -TAm s-Sh Z.ffarage; Soils- el-/ /" Ftg. Depth J or a e-ireptaae-'Ttrroat 004:tg, Porches & Decks; s -Steel-/ /"Ftg. Depth tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles mwalls, Main; -BI uts-WFWed 4 drr►},Windows or Exiting Doors -Sill Hgt. & Dimensions mwalls, Garage; Sfoef'igloc Wraj; eW 4s rage Fire Protection Framing #Wlab Steel' -wrapped -Yd' aH-�ings 5 xt. Doors -One 3' -Check Garage -3rd story, 2 e its) W.V.; F ings- tway C/O -Sewer Test - tion - rs 5 . ly od on Roof Overhang -Attic Vents -Rafter Outriggers ater Pipe; Test -Anchors u -Servs estY,4ing-N "' eReer� Stqoee Me -Fd. V - ndertlTcess 1 13Wenmm—s& Ducts; Clearance-Material-Supprt-Ins. lazing Area -Glass Protection -Skylights -Plastic 1 irders-Sills-Anchor Bolts -Joists -Vents -Cripples s 15jlnsulation,_>nsulation-Walls-Clg. W7, nfiItration-Wal Is-Wndws Card -81 Dat -9i Card -B1 Date Card -B1 Dat 11i4. Card -B1 Date Card-BiV Card-B D �"g Card:§IEV5 Date14/gl— Card -B1 Date S- Card -B1 Date Date MUMBING (Permit) OK a cept #'s �-16. Water Ht. V - ss-Gomtsff§ if on Air Date FINAL (Plans) OK except #'s l -ter Pipe; Test & Anchors -Nail ProtectionE>ct. Steps -Door & Sidelight Protection -Landings V.; Test-Fttn s & ors -Nail Protection . Smoke Detector ,SrShower Pan, t rst Floo-Tubs urnace; Vents -Clearance -Comb. Fair-Connector- In Garage; Above Floor -Ducts -Meth. Protection we-FFeor T4b Access i e -605Bedroom Exiting 4. Sa-.F.I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes -Labels Card -B1 �j,� Date/3�Card-B1 Date f� Co. Stairs & Rails Card -B1 Datetli/S%ci�Card-B1 Date . Fireplace or Stove; Clearances -Hearth Date ELECT ICAL (Permit) OK except #'s '69. Elec. Outlets at Wood Panel; Int. & Ext. 2 xture & Transformer Clearance -Ins. Protection B9!Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance Receptacles Spacing -Lights & Switches at Doors Elec. Outlets & Receptacles at Kit. Counter Size oxes & No. of Conductors -Stapled . Garage Fire Door; Swing -Landing -Closer omex Installed Close to Edge of Studs & C. Duct in Garage -Damper g ' round made up . Fastener �73'wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor -Mach. Protection Appliance Circuits in Kitchen & Conductor Size. Plb., Elec. & Mech. Equip. Listed for Location IElec. Receptacles in Garage; (G.F.I.)-Romex Protec. nsulation-Foam-Looked in Attic a -ye -s 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu oI V,Rtifnge Circ. V6/ ga.�'Ii or-*fcOven Circ. /,16 / ga. a or Insulated Neutral Vases No 30. mice -Riser Conductors & G d -Main Disconnect AvIduard Rails & Deck Construction -Post Caps n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor 0 Yes TI -Equip. Clearances Panels-Motors-Mech. Equip. 3 tothes Clos i b-6110WUI _11 -SPU U ht ZO-Following instld . Drive 0 Yes 0 No; Walks ErYes O No; Planters 0-lis O No 80. Stucco; Brown -Finish Card -131 Date_�4?1fk/Card-131 Date 24t-A.C. Unit; Disconnect, Electrical, Plumbing Card -131 Date Card -131 Date Wr1'lents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. Date MEC2ANICAL (Permit) OK except #'s 83. Water Well; Disconnect, Electrical, Plumbing 60"A.0 Ducts Insulation & Support Exterior Elec. Trim; G.F.I. Receptacle -Underground ent Fan; Exhaust above insulation 96�Gentilation throughout House & Overflow; Size & Grade Glass Protection �3nt; Access -Comb. Air -Return Air Vent -115 outlet Corrects ns from Previous Inpections — ccess & Platform if Furnace in Attic a Meters Tagged; Gas -Electric 89�Wsjter & Sewer Connected -C/O to Grade -HD Approval 0. Energy Compliance Certificate -Other Certificates - Card -81 Date94' ��;Card-81 Date Card -81 Date Card -B1 Date Card -B1 Date �� Card -B1 (3G Date Date FRAMI (Plans) OK except #'s Card -81 GC, Date6.4f $Card -B1 Date i , Proper Material & Anchors Card -Bi �",,.�„r. Date's -t3 -,_$Card -B1 Date sa ds-Nai ' cing —PI s-Svarrd Comments at Final: Q'SeAring Walls over Girders & Floor Nailing aft Stop in Walls (rat proof) 1 ire' F r3ed _Ceilings -Stairs er eam iz & B g (NOTE: An entry must be made each time you visit job site) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS . r 196 Memorial Way. Chico — Phone: 891-2751 }- 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ER 7 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 matter, or need additional explanation, please contact this office Immediately. FINA Uq IL 12M(T FiuP�(L�Zb . Inspector 41 Date -S A)'6 9 o COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 ` 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872.-6307 CORRECTION NOTICE 3-7,q,4 - OWN 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 matter,, or need additional explanation, please contact this office immediately. Z , - SIAjGLC 12ceiwr4ccr R L;'QUrIle,'oz ,s A LAwAlcll (ATL( -- .(z Cry V TCHEJ VT ,, W A l _Z 13 Pi - (t_ 75 19 3 rIGFI %.J 5(i`cw5 ?� 7- l' JG 1) r Y r%i S A c T e ov 2 9&- A -F H ti. Ag - Pg4A Inspector Date 61 - Is -'9 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS • 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ,gid/O )C .77>d' P-, 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. If you have any question pertaining to this matter, or n ed additional explanation, please contact this office immediately. 1W Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS y' 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307' CORRECTION NOTICE 7;' 5T - ER 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. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. /'�n�i �. �.r �l ltd S`.1 �..�Sf �i,✓ � Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ` 196 Memorial Way, Chico — Phone: 891-275 ��G' 7 County Center Drive, Orovi Ile — Phone: 538-7541/ 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE VER 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. If you have any question pertaining to this matter, or need additional explanation, please contact this office lmmedjately. mac£ Inspector Date % — 22�,a� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ,/f 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-75/1004' 38-75 104 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ER ?E M17 P 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 matter, or need additional explanation, please contact this office Immediately. — W'o / ,t/f Inspecto a� _''e Date G/` / Z, '-k y S. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ER 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 corr on of work Is completed. If you have any question pertaining to this matter or. need additional explanation, please contact this office Immediately. is = ���/�e� ✓%i �� 1,�7 ,moi 7 Inspector Da a --_---- i,, --N I; It c•Y ---C li It '.c 1 L� i i; A :1' J. U tt12 LOCATION _� �.�----- _i.___ ROOF rIntert;-! Tltickncss 1►I:S(;Rl.l.''l'I.UIJ UI° :I FI5tI1J17'lUtl FIXTI,ItI.Olt WALT, IlaterIn 1. _ Fiuc.r_yAl-ar;,s Titickne3s (ittcltes)_�__ (:1'. 1111110 flatt or il.lruticet `i'yl,c. 'iiuLlc!�.a:;s Thickttens(iuche3)r �1�" '--� Loose F.L1..1 Type. —l;aherg_[as�; tlininn!,n 't'Iticlu►es�(Ittelten) Aren covered (tt . ) _/1g�. " Ilnt:cr.[n l_ 1�_ilJc�t:cl-a__�s�s T111.Cit'll!�3(i,nClten) � S�' 1-1-0011, S'rAli ---- tlnterlal._ _ '['Itickttrna(i.nr:ltr`�)---•--'.--_` _—------------ - --- --- Wirltl, (Lt►clten)`_—__-_- FOUNhATIr,N WALL tlaterlalI'll left 1147 q (111che_ llrnnd 'Ihme_ 'I'Ite"Ill. ItenJ.staltce (11 Value)-� lir.r,ud Nnme Certain'I'p-ed Ihetmnl Resintnnce(R Value) -// r�.:inv pT n�ra,graeNig!!Y Urnttd tlrtme Certain'1'eed The_tnnl. Resistallce(It Br.rrnd Name Certa:i.n'1'eed il,r1,1her of )lrtl;n2Y lit. per bnR _:'.'� 16. lheirtnnl. Itesistattce(II Vnlue)_�-�3U 13r.:•uct Nnme Certa.i.tt'Fc-ed Thertnat Itesistnttcc(It Vnlue) /727 I) r:, ud NnmF _ !Itpt7un[ Itesintnttcc(It Vnl,te)`_-___ 111,111ml 1`111111c !lec�rn,rtl. Rectintttttc'"Ot. Vnl.tte) —_ l Itcrcl,y ccrt.l.Iy tli;tt. tilt nl,croc� J.tu:nln tl.nt, l=an i.nsl'ctlled i.,t fatn above _r�tl.t ILnR CollC,)rn►ance with 1:11e St:tl.e of c;nl.i.for.rij,:� Is Iterjulrements, Ilawl; his l.rr.^,n.l a I i.on 379407,E >.� FIRM MAI II: h utir.Ft - - — __ ... __. -_, •w --- -- -- -- --- "�"ATl: t�(�[r�' �,trrutt's L1Ctstt.; •; is trn'cult!: ,►r—a.�is:f.Al;l:ni�.% ......,-�-------.�...,' __ ____._ (1rJ AITL I CAT(►It 1 t,erelry cct'l:if.y tl,e r,bove i.nnul.nrlrr►t nn. rel_ _ 11u1Ld.Ltt� Dc'Ivnrl•mctrl: n�,l,roverl ,tnnn r„rd nkt_n,.l rerlul.rul item3 nn nl,nw►t ort 11,1 rc�tuired by the str,t:e c,t Cn.11f.rrtnJn Is'uc.r.t;y Itequi�►emlinvn ntsebeett inntnl.le_I n.,y All. �rlui.lnnent', dr.viccn null m,tt r rl.nl.n nre r,l rite rlttnlity prencribed or nr,! "Pecif•icnlly n1,Irrovcrl I,y tilt. ;;t.;tt:c of Cnl.l.i ,r.ttln. 1".1.101 NAl•li;/plJNllt--"'_...___ ___._._ .•___,_ __ _ -�—______.____._._--. (Glenne pr.lut) N'CATE CUNl'ItACTOR'S LICI'sNSli 110; of, 01.1411:ItAl, (;lltl.l'I(A(;'l'U►i J llldPll:It ��- "' DATE i 1'lI1.S Clilt'1'[PLCA'I'1; 11115'1' Irl.; Uld I':LI.I: 411:1'11 '1't!1; i Irl.."..1'IiC'1'.li1N A r� st":IrillLimit; 1APROVAI: A! sAltTFII Ta'i' pR1(lt YU 1i(I, :U Wi[i1N I13lNG , I:unrnry jgii•i 1 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERIyjIT yo� 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 /G�OCY - - APPLICATIOWAND PERMIT 9PARJNUMBEyi ASS7SO (�J) ZONIVT BUILIT PERMIT oW I TELEPHONE SQ. FT. OCC. BUILDING VAL ON OWN M ILIN DDRE S q4 A0O T AG OR'S N d10 T E HON C RAC OR'S M ING ADDRESS Q/ )/` 1S� 957(� Fireplace b �j CONS UCTION L OER UNKNOWN Total Valuation $ Filing Fee $ 16.00 LENDER'S A LING ADDRESS Permit Fee $ ARC ITEGT OR ENGINEER LICENSE No. Plan Checking Fee $ Energy Plan Checking Fee $ 4� OL ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS ' Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 00 Solar or Kai pump Oter heater 20.00 LOT�JO. (�J� SUBDIVISI N AME /� P CEL MAP S L`l% Water pips 5.00 S Each qas water heater or vent 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 1 67 fel) Mobile Home S I G I W 0.00ea TYPE OF WORK NewAddition ❑ Remodel ❑ Uti 'ties ❑ Installation ❑ Other ❑ � work: Des work: Permit Fee $ 40.01 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW lt I declare der penalty of perjury check one P Y P l y( )' 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. ��V�L Classification __ lu %- 0(11 ❑ 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) ❑ 1, 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. // DwELLING OC OR ADDNS. l ACG. BLDGS. , �Zosgft NEW CONSTR. MUI NON.RESID BRANCH CIRCUITS) 2.50 ea POWER APPARATUS e SINGLE OUTLET CIR. ) / EX. OCCUp\OUTLETS OR FIXTURES DA 090 FIXED APLNS. Ex. OCCup. OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): he permit is for $100.00 (valuation) or less. placed on file with the County of Butte Building Department V 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 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. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heatinghave ` Cool in g Hood 3.00 Ventilation Permit Fee = Contractor I certify that I have read this application and state that the above information 1s 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, 'nde and keep harmless the County of Butte against iabilities, ju gme s, costs, nd expenses which may in any way accrue agai st said Fo ty i onse nc of the granting of this per it. X --�+-� at�, �B� LJ of Applicant — Owner Contractor Agent t 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 $ o euP, CONII.T."El JSCHOOLJFLooD ARCIy PD ND 139 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which (RECTOR OF PUBLIC BY PER T �XPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date/ V - ''� .01 Receipt No. [/ WNITt-D.P.W.. TlLLOW-ASe[SSOR, PINR•INePlCTOR, GOLDeNROD-APPLICANT -Z � i� s -, .,-M� i . _ �,f� u�. � •-�'7.`'�i''i•.. .Yii: T+n .v.A'-y M yy��' •,-: « . J: t � _ .� _:.. � 1 uy�w k,Vr �.� , :•o. "-J;.w 'tii. ` _ t n c • �rt,f'� , .'i1 � ' � ;�1•.'U', K r ,.,r.. � `;i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION • 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 / PERMIT APPLICATION DATA SHEET t Permit Nig. OWNER l% f Yvl ►� A. P. No.�-/��% Proposed Building Use e Building Inspector Date ziholq-z 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 havo-been submitted. . . . . . . . . . 2. Plot plans in duplicate/triplicate, signed by preparer of plans. . 3. Complete plans in duplicate/triplicate, signed by preparer of plans. 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. e�,0. Sanitation approval from I'a I'Q I O Health Dept.�S- 11. 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. . . . . . . . . . Pre-Inspec.request to (Date) 17. Pre -Inspection for _ ...._._. _ Required. Building Inspector /L 8. Recorded copy of Agricultural Acknowledgment Statement. /OMN Driveway Permit. �v 20. Plot plan approval from city of_ _ 22. When you issue the permit, process as follows Mail to owner; i i to contractor_ 4 Telephone and hold for pickup at office, Deliver w/inspector. Copy of plans sent Health Dept.; Fire Dept., Other Date The following data must be submitted prior o p m' issuance: (Circle new item not checked above). 1. Index permit for above items No. — 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by date — Contractor, designer, owner, was advised ct above required data by—phone—mail—co ter by date Plans checked by Date , Plans approved by Date oG 4> Sets of plans on hold inyFile cabinet AP folder Copy—DPW r0; Building Department FROM: Environmental Health SUBJECT: SANITATION CLEARANCE Pl'ar is approved for: Hold final for: I LOCATION. AP # Sewage Disposal ,l'% Water Supply Water Supply Final Clearance,0'.K. for:. Water Supply Clearance for -2—, bedroom home. Other Clearance for addition of No to 2��'� ANITARIAN DATE 4 TO: Building Department FROM?r Encroachment Permit Section RE: 'Dirlueway Clearance �3_6 17Ie-..,- - 7 - z owner location AP # Driveway permit O 70'Y/ 7 —G= n Sig ure has been issued for the above property. /7 — date WITHACk.l.c:u., . F W: o'1:.`ti`11.h113NT OP tit,hl ^tv, i '.t,;:,i;l.:tu.i - 3-�Fal�iltl A� DOCUMENT OpRpItU-N1A'�nAR/E-UMENT C�'ROEE RART14%0""EW FOR RESIDENTIAL DEVELOPM Mf �'LRSD YCACRY darer Section 26-8.1 of the Butte County Code require's..this acknowledgement 1987 be recorded prior to issuance of a building permit. 8'7•-44566 0� - P S8 The property described herein is adjacent to land. or included CAi�DAG �•G$ EE within an area zoned for agricultural purposes, and residents of this �K-1��(}Rj}R E.,�,� property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but 'not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural 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 L _ -�, � � , � s 5 f r p, ;,tJ �a � ,,,, , • al � c �.R�' � ��� ten. 4Q cam, � � �t•L >�,D 6�4;�1,4,S71s-EZ* �,.1 �•5 V L---> t`T' LU,-14 i c_Q OvIAP wA V%, >~f� --c u c> V, —C' L -L r RCC: r 2 n t= Li -0 CZ U f Date: i State of California ) SS. County of Orange ) PROPERTY OWNERS: mes .� nox Helen . nox On this the 1, day of December 19 87 , before me, the undersigned Notary Public, personally appeared ***JAMES D. KNOX AND HELEN L. KNOX*** Personally known to me. )C-1 Proved to me on the basis of satisfactory evidence. to be the person(s) whose aame(s) are ' subscribed to the within instrument and acknowledged that they executed the same for the p poses therein contained. IN WITNESS WHEREOF,.I hepteu-ntp set my hand and official seal. Notary Public Present A.P. No. . F OFFOAL SEAL C�'ROEE RART14%0""EW •" NOTA-mrNaLIc•Cf:LIFORNIA ^7- FRC �..1. AL OFFr-E IN ORPNGL• COUNTY Lr 69y•Gommission Up. Feb. 5, 1988 PROPERTY OWNERS: mes .� nox Helen . nox On this the 1, day of December 19 87 , before me, the undersigned Notary Public, personally appeared ***JAMES D. KNOX AND HELEN L. KNOX*** Personally known to me. )C-1 Proved to me on the basis of satisfactory evidence. to be the person(s) whose aame(s) are ' subscribed to the within instrument and acknowledged that they executed the same for the p poses therein contained. IN WITNESS WHEREOF,.I hepteu-ntp set my hand and official seal. Notary Public Present A.P. No. RESIDENTIAL PLAN CHECKING GUIDE (CONY D) k;It. , MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) &---'Garage door or porch header sizes. k�! Adequate bracing. t6.`17ib ing area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. �l ,. o exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). i;�.�iu ;ttic access and ventilation (Sec. 3205). derfloor access and ventilation (Sec. -2516). 14. Wood stoves, clearances, al � & 1 -hour shafts. T97 'Combustion air for fuel burning appliances. Noise requirements on duplexes. obe soils - special foundation design. 1 detaining walls requiring design. Z. Unusual shape, size or split level house requiring lateral design. �J .% a. 7/85 v RESIDENTIAL PLAN. CHECKING GUIDE (S.F., DUPLEX & MISC. ONLY) 7/85 T Bldg. Permit I �k ,3%/8'$� OWNER �J� WOK A. P. # dye - D % — a -A--- GENERAL GENERAL ��Zoning requirements: (sideyards and number of permitted living units). ,a/"jlaluation. Z / Tans signed by designer. .iergy Design and Compliance. xisting violations on property. PLOT PLAN omplete parcel size and dimensions. 07/ Setbacks, sideyards, easements, etc. ther buildings or structures. jading, fills, drainage. ood hazard. Y rl Z Special conditions on creation map or compliance document. FLOOR PLAN �! omplete to scale plan with dimensions. ,,Comp windows for light and ventilation (Sec. 1205). �equired windows.for second exit (Sec. 1204). ��kylights (Chapter 34 & Sec. 5207). ' 6�uman impact glass (Sec. 5406). equired room sizes, ceiling heights (Sec. 1207). Aco' G. .C.I.'s in baths, garage and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of echanical equipment.. Locations of water heater, heating and cooling equipment, other electrical or gas quipment, and plumbing fixtures. 1 Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 1 - 3'0" exterior exit door (Sec. 3304(e)). and wood stove location. 1 . Smoke detectors (Sec. 1210). STRUCTURAL DETAILS / Foundation plan complete enough -".:to construct building. �! loor construction details complete enough -::to construct building. Z /Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. eplace construction details and calcs if necessary. Sufficient data and details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR t5l;posure I plywood on exposed locations and overhangs. t irway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)).. ick or stone veneer (Chapter 30). --_5r� xterior plaster - weep screeds (Sec. 4706). 6/oper roof pitch for roof covering•(Chapter 32). d0 Rafter ties or bearing ridge beam. RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FORM 1,0 Owner �'�` Climate Zone l� Permit No. ' 7 "e%' Floor Area (oWo�t Compliance path: Package ❑ A ❑ B ❑ C & Point System ❑ Budget 41Other MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: Roof/Ceiling Wall 0 ❑ Slab Floor Perimeter ® Raised Floor _ (2) 41 i (3) INFILTRATION: (A) A vapor barrier is required in climate zones, 1, (B) All manufactured windows and sliding glass doors 1972 ANSI Air Infiltration Standards and shall be labeled. 14 & 16. shall meet the certified and (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 GLAZING: (A) Location Area Glazing Total Bldg 1%" North East / b South West /O / Skylights atS (B) Shading Shading Coefficient East %(. South West Skylights $ (C) South Overhang Length of projection %F1 or Area Single Double Triple insulation: Area ftZ Description (E) Thermal mass Description Woe, 454A2/06- ♦r y of ie X ft. Description ❑ (D) Moveable insulation: Area ftZ Description (E) Thermal mass ❑ 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.7 HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft.2 HC= R= MC= Location 7/83 OR04 ❑ (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. 13 *1(5) HEATING, VENTILATING, AIR CONDITIONING SYSTEM (A) Heating Central Gas Furnace (brand and model number) Btu/hr SE (heating capacity) ���� Heat Pump - (brand and model number) Btu/hr (heating capacity at 47°F) Active Solar model number ACOP type (liquid or air) Collector brand and ft2 solar fraction collector area collector 7/83 2 orientation collector tilt rated y -intercept rated slope Other 0060 aS?b a& (describe) *1 (B) Cooling ❑ electric Air Conditioner (brand and model number) (seasonal EER)' Btu/hr (cooling capacity at 95°F) ® Electric Heat Pump 7.02 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 Eo the provisions of Section 1005 of the UMC, 1976 Edition. 7/83 2 1- UK V% 1 (6) DOMESTIC WATER SYSTEM • ❑ (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 F Fr (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) (collector tilt) ❑ Location of Solar Panels ❑ Other (Describe) e '(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. ® (C) PIPE INSULATION. 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 T2O-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 1k (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 °, elevation" 00D heating loadv?BTU elev tion factor x heating load = maximum outlet capacity gas furnace ;2YT13 BTU Cooling: Summer design temperature IN/ °, cooling load•BTU (USE ONLY AS A SIZINGGUIDE, COOLING MAY BE INADEQUATE) * 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 Ca ifornia Admi istration Code. 7/83 SI UR9 OF BUILDING DESIGNER OR APPLICANT 3 ��� .i"F aa� "K`� t� rr••�� . rr1� ��• AA tt �� TT Yr�e:i:T`!Ui y11.•.�rF.���vi11`%i J.�i:d flit±aS`.� ���� 1�� .Y+�.Z�.�•:�Cz r7,1'.:•� ...«..._..............._.-_.�.. VF Z�IXiifi7 ritJ.� i f��IJA.'.k.►'�` ... .-..-»..... ._.... . ._ _... <........_. �.._...._....�....w..._..+..+w.._.�....,.....,«kw � �..'. .'t �%` .ter. l JFlj l3 a-- LI • � � � yr.I L�SIy ea) ..»�. �...� ..........�..»...... 0.1�'.I�a�@��': �.. s;A:nc�}�al�lrv: 9idsvolt (M ;V .t 914Mili n2 bD7.Pf1pb! el 7917 a4i 7ocZsv-A ih, I.3 :135% ii ;fife 571:;0` SLnIS gnibIA',a hms-,wobn.i4i �`r'S:iF7JSi51l7i,'i1 IiA �Q ::n$ f:�i3l..sa; Od r:_� hAr- uF'`mbSib�u FYoi.; xi.fsifi.i 'SIA I ':A SM!, o ;Q w+ ka7gtjzgil. aJ:lq a$wtavl bir_•imz4i a svndr. ori;? - 3ri�iT gr.-ITZ.13 Sc(A .».r...n.w_.r..._w+w.� Bbl a In,, -OT M .w....r..rr..+.».r�... r�.c. �� � •moi JFlj l3 a-- LI • � � � yr.I L�SIy ea) 0 ri ice..'• ... - Ell ..ao....r.......,�...r- COAT r�.c. �� � •moi o:.IgI x:)astT fiol:J.zI�9r_J ..»�. �...� ..........�..»...... 0.1�'.I�a�@��': �.. s;A:nc�}�al�lrv: 9idsvolt (M .......o..,._......... nol T4 .,,,.�..` "Ar j.e+pa.w•... - --•—-.........+.ryo�aie. �xe..�.o.cmei,r.ae►..Mss-.•.rw..n..emow..�as......�.-s...-rw.y,..rm,. ii � :i •� � _'^ srsaesa.wa. '�f V Ci 0 ri ice..'• ... - Ell ..ao....r.......,�...r- COAT ZONE 11 OWNERn�o� I POINTS PERMIT NO, _-A:V1F- TZ ASSIGNED ACTUAL 1. SLAB - INSULATION I Q_ O 2. RAISED FLOOR - R-19 .` VC 3. CEILING - R-30 4. WALL - R-19 \ 2� ::7_ 5. NORTH GLAZING - 2.413.69. �. f7 7/ 6. EAST GLAZING - 2.5-3.6% �/• r 7. SOUTH GLAZING - 1.6-3.6% S. WEST GLAZING - 2.9-3.6% (0-0 9. SKYLIGHT - 0-1.3% 10. SHADING (Exclude Overhang) EAST iv •, - .66 . (OA, O SOUTH c - .19-.42 0- -WEST ho'� - .13-.36 -1� .SKYLIGHT �-�- .37-.57 11. HORIZONTAL SOUTH OVERHANG 2' _?G 12. MOVABLE INSULATION - NONE 13. INFILTRATION (Standard=0)(Tight=+12) 14. THERMAL MASS SF 15. GAS FURNACE (SE) 71-76% 16. HEAT PU1iP (EER) 7.5-7.9%-ro 17. DUAL PACK(SE, SEER) 8.0-8.3/71-76% WOOD STOVE yE5ZV 14M_ WATER -BEATER - O ATTIC 7 qp % �3 OTHER . TOTAL POINTS Table 3-1. Slab Floor Points 17ncjls- I R -Value of Insuletlon I I tion I I I Depth, I inches 1 0-2 13-4 1 5-6 1' 7+ 1 I I I I I I 0 -III -5 1-5 I-5 I-5 12 - 15 I -5 1 -3 I -2 I -1 16 - 19 I -3 1 -2 I -1 1 0 20 + ( -5 I -1 I 0 I +1 7/7/83 Raised Floor R -Value of I Insulation I Points below 3 1 -12 3-4 i -8 5-7 I -6 8 - 12 I -4' 13 - 18 1 r2 •19+ I 0 Table 3-3a. Ceiling Insulation Is r Points I I R -Value of Insulation I 1 ! Points I ! Cation I I I i 22 I -2 I ! 30 1 0 1 I I I 6.3 I ! 49 I I I +4 I I Table 3-4a. Wall Insulation Poin I R -Value of Insulation I Points 11 1 -7 19 I 0 24 1 +2 30 I +3 Table 3-5. North -Facing Clazing Pte T- I I Glazing Type I I Total I I I I of Sngl, Dbl, Trpl, I Floor I U I U- I U. I Axes 10.66 1 0.42- ! 0.41 1 11.10 1 0.65 I down I O 1 +, 1 a, 1 +6 1 0.1- 1.2 1 +4 ! +4 ! +4 ! I 1.3- 2.3 I +1 I +2 I +2 ! I 2.4- 3.6 I -2 1-7-1 +1 I 3.7- 4.8 ! -4 ! -2 I _ -1 ! I 4.9- 6.1 1 -7 I -4'' -3 I 1 6.2- 7.3 I -9 I -6 1 -5 I 1 7.4- 8.2 1 -12 1 -8 I -7 ! i 8.3- 9.7 I -14 ! -10 I -8 ! I 9.8-10.8 1 -17 I -12 I -10 1 110.9-12.0 I -19 I -14 I -12 1 112.1-13.2 I -22 1 -16 I -13 I ( 13.3-14.5 I -24 1 -18 1 -15 I 14.6-15.3 i -27 i -20 j -17 Table 3-6. Eas Glazing Type I Total I I 2 of I Sngl, (U - Dbl, Trpl, Floor I - I (U I (U - I Area 1 1.10) 1 0.65).1 0.41)1 (points (points 1pointal c1nR Clazine Pea Table 3-10. ShadlnR Coefficient Points I . I Glazing Type ! I • Total I I I of I Sngl, I Dbl, Trpl, I Floor I (U- I (U - I (U - I I Area ; 11.10) 1 0.65) 1 0.41)1 II oints I oints I ointsl 43 1 I up o 1.5 I 2 1 +2 I +2 1 I 1.6- 3.6 1 -1 1 0 ! 0! I 3.7- 5.2 I -4 1 -2 I -2 ! I 5.3- 6.5 I -6 1 -4 ! -3 ! 1 6.6- 7.7 ! -9 1 -6 I =5 I I 7.8- 8.9 I -11 I -8 I -7 ! I 9.0-10.0 ! -13 I -10 •! -9 I 110.1-11.5 I -17 I -13 i -11 I 11.6-13.0 I -21 I =16 1 -14 1 ! 13.1-14.5 ! -25 I -19 i -16 L 14.6-16.0 I -28 I -22 I -1.9 I Table 3-8. West -Facing Glazing Pts. Glazing Type i I Total I I x of I Sngl, Dbl, Trpl, I Floor I (U - 1 (U - I (U - I I Area 11.10) 1 0.65) 1 0.41)1 I Ioints !points ! ointsl 0 •6 4 +i 1 up to 1.3 I +5 I +•6 I +6 I I 1.4- 2.2 I +3 ! +4 ! +5 I I 2.1- 2.8 I 0 1 +2 I +3 I I 2.9- 3.6 1 -3 I 0 1 +1 1 i 3.7- 4.2 I -5 I -2 I 0 1 I 4.3- 5.0 1 -8 I -4 ( -2 I 5.1- 5.6 I -10 I -6 ! -4 5.7- 6.2 ! -13 ! -8 I -6 1 I 6.3- 6.9 1 -15 I -10 i -7 I I 7.0- 7.6 1 -18 I -12 I -9 i 7.7- 8.2 I -20 ( -14 ! -11 I i 8.3- 8.8 I -22 I -16 I -13 I 1 8.9- 9.5 I -25 I -18 I -15 I I 9.6-10.1 ! -27 -20 ! -16 I ! 10.2-11.0 I -29 I -23 I -17 ! 111.1-11.8 1 -35 I -26 1 -21 f 111.9-12.7 I -38 I -29 I -24' ! 112.8-13.5 I -42 1 -32 I -27 ! 13.6-14.3 I -46 I -35 I -29 I i 14.4-15.2 I -50 I -38 I =32 I SC by I I Orien- I I Floor Area ! Cation I I I I zast I I 3.2 I I 10-3.1 I to 16.4 up I I I 6.3 I I I 0 -.19 1 0 I +1 I +2 I .20-.36 I 0 ( 0 ( ♦1 I .37-.66 1 0 ! 0 I 0 I .67-.82 i 0 I 0 1 -1 j .83 up i 0 i -1i -2 I South 1 0 1 3.2 1 6.4 18:0 19.6 I 1 to I to l to I to I up I I 13.1 16.3 I 7.9 19.5 I I 0 -.I8 1 0 1 +1 I +2 1 +2 I +3 I .19-.42 1 0 I 0 1 0 1 0 1 0 ! .43-.66 I " -1 I -2 ! -2 •3 I .67 up .I 1 0 1 -2 I -4 I -4 ! -6 West I .1 11.6 13.2 16.4 1 3.0 I 5.1- 5.6 ( ( to I to I to I to I up -12 1.5 i 3.1 i 6.3 i 7.9 0-.12 1 0 1 +1 I +3 ! +6 I +7 .13-.36 1 0 I 0 1 0 1 0,1 0 .37-.57 1 0 1 -1 1 -3 1 -6 I -1 .58-.82 I -1 I -3 i 6 1 -12 I -15 .83 up I -2 I -4 -8 1 -16 f -20 ! -12 I I ! Skylight 1 .1 I .6 11.6 1 3.2 ( 4.0 -15 I to I to I to I. to 1 to I -4 1 1 7 1_5 1 3.1 f 3.9 1 5.2 0-.12 10 1 +1 I +3 I +6 i +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 i -3 I -6 I .58-.82'.1 -1-6 1 -12 1 -. .83 up 1 -2 I -4 1 -8 I -16 I -20 I I I I I I I I I Table 3-11. Horizontal South Overhane Point! Table 3-9. Skylight Points South Glazing T.I Length Out I Area, 2 of floor t I Glazing -Type 1 I from Wall I I I Total I I I ft T I %of T Sngl, I Dbl, I Trpl, 1 1 0-6.3 1 6.4 up I I Floor l U- l U- I U- I I I I • I I Area 1 0.66- 10.42- 10.41 I 1 0 a 0.5 1 -2 1 - 1 i 1.10 l 0.65 I down 1 1 0.6 - 1.0 1 -2 1 -3 ! 11.1 - 1.9 1 -1 1 -2 T 0 f-+ 4 1 +4r� I up to 1.3 I -1 1 0 I 0 I 1 2.0 up I o I 0 I i up to 1.3 1 +3 1 +4 1 +4 I I 1.4- 2.2 I -3 1 -2 -1 ! 1.4- 2.4 1 +1. 1 +2 1 .+2 I 1 2.3- 2.8 I -6 1 •-4 1 -3 1 Table 3-12. Movable Insulation 1 2.5- 3.6 1 -2 1 0 1 0 1 I 2.9- 3.6 1 -9 I -6 1 -5 I Points 1 3.7- 4.6 1 -5 1 • -2 I -1 1 I 3.7- 4.2 I -11 ( -8 1 -6 I 1 4.7- 5.6 1 -8 1 -4 1 -3 1 I 4.3- 5.0 I -14 I' -10 1 -8 I 1 Moveable Insulatioe'l 1 5.7- 6.7 1 -10 I -6 I -5 1 I 5.1- 5.6 ( -16 I -12 I -10 I I Area, 2 of Floor I Fain 1 6.8- 7.7 I -13 I '�=a--I -7 1 I 5.7- 6.2 I -19 I -14 ! -12 I I ! 1 7.8- 8.7 I -15 I -10 I -4 1 I 6.3- 6.9 I -21 1 -16 1 -13 1 1 8.8- 9.7 I -17 1 -12 1 -10 1 1 7.0- 7.6 1 -24 1 -18 1 -15 f 1 0- 5.5 I 0 I 9.8-11.2 I -21 I .-1S I -13 I 1 7.7- 8.2 1 -26 I -20 1 -17 I I 5.6 - 11.5 I +2 111.3-12.7 I -25 I -18 1 -15 1 1 8.3- 8.8 1 -28 I -22 1 -19 I I 11.6 - 17.5 I +4 1 12.8-14.01 -28 I -21 I -18 I I 8.9- 9.5 1 -31 I -24 1 -21 I I 17.6 - 23.5 I +6 114.1-15.3 1 -32 I -24 I -20 I 1' 9.6-10.1 1 -33 I -26 I -22 I I `23.6+ 1 . +0 +------ -- - I- - - I---- ----- __A Table 3--13. Infiltration Control Ftat9res points �- ► Control Features I Points I I I I I Standard I 0 I ! I I 1 0.9 air changes per hr I I I I I T- Tight i +12 I 0.6 air changes per hr I' I i 1 I Table 3-15. Cas Furnace Without Refrleeration Cool!re Points I Seasonal Efficiency I Points I (SE), .i I I I 71 - 76 I 0 1 i 77 - 82 I +2 I I 83 - 88 I +d I I 89 - 94 I +6 I I 95 up I 1 I +a I I I 8.4 - 8.7 Table 3-16. Heat Pumo Points I Energy Effic!ency I Points I I Ratio (EER) I I I 7.5 T 9 I +3 I I 3"D`7&.i- I 31 - 39 I I +6 I I 8.4 - 8.7 I +9 I I 8.8 - 9.1 I _ _tu_ I I 9.2 - 9.6 I +13 I I 9.7 - 10.2 1 +18 I 10.3 - 10.8 I +21 I I 10.9 - 11.5 I +24 I I 11.6 - 12.3 I +27 I I 12.4 - I 13.2 I +30 1 I 1 +16 +19 1,000-1,499 Table 3-17. Cas Furnace With Refriveration Cooling Points IRefrlgeracionl Cas Furnace I Cooling I SE ; I I171 -177-i 83- 89- 9- I 1 761 821 881 941 u I I 8.0 - 8.3 I 0I +21 +41 +61 +8 1 1 8.4 - 8.7 1 +21 *:I +51 +91+10 1 1 8.8 - 9.2 1 44; +61 +DI+lo1+12 I 1 9.3 - 9.7 1 +61 +81+101+121+14 1 I 9.8 - 10.3 1 +31+101+121+1'41+16 1 110.4 - 10.9 I+1G;+12i+1:1+16;+18 I 111.0 - 11.5 1+121+141+161+181+20 1 I I I I II 7/7/83 ZONE 11 TAELE 3-14 (ADAFTEO) INTERIOR THERMAL MASS POINTS MASS DWELLING AREA SQUARE FOOT AREA I�1,0y001.500 I 2,000 2,500 I 3,000 I 3.500 4,000 I 4,S00 5,000 I SQ. FT. 1'A 6 C01 A. B C 0 A B C d A B C 0 A 8 C D 1 A B C 0 A R C D 1 A B C D a R [^1 So 2 2 2 2 2 2 2 0 j 2 2 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0� 0. O 0 0 1 TOO. 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 0 0 2 2 0 0 2 2 0 OI 0. 0 0 0 1 ISO 6 6 6 4 4 4 4 2 2 '2 2 2 t 2 2 2 2 t 2 2 2 2 2 2 2 2 2 0 2 2 2 0 2 2 2 0 200 8 8 6 4 6 6 4 2 4 4 4 2 4 4 2 2 2 x .2 2 2 .2 2. 2 2 t 2 i z z 2 2 2 t J 253 10 10 8 6 6 6 6 4 6 6 4 2 4 4 4 2 4 4 2 x 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 300 12 12 10 6 8 8 6 4 6 6 6 4 6 6 4 2 4 4 4 2 4 4 7 2 2 2 2 2 2 2 2 2 2 7 2 2 350 14 14 12 8 10 10 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 7 2 2 7 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 4 4 2 2 3 4 2 2 Sol 18 i8 16 TO 12 12 10 6 10 10 8 6 M 8 6 4 6 6 6 4 6 6 6• ,2 6 6 1 24 4 4 2 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 a 6 8 6 6 4 8 G 6 4 6 6 6 4 6 6. 4 2I 6 6 ! 2 1 Mo ' 24 24 20 14 18 16 It 10 14 14 12 8 10 10 TO 6 10 10 8 6 a 8 w 6 ` .48 6. 6 4 6 A 6 4 ( 6 6 5 2 230 26 24 22 15 70 )6 16 10 14 14 12 8 12 10 10 6 10 10 8 6 10 P 8 / I ! 6 6 4 a 6 6 /� 6 6 6 900 :8 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 10 3 6 I 3 8 '9 4 a B 6 11 8 a 6 r. , 1,010 30 70 26 18 72 20 20 14 T8 18 16 10 )4 14 128 12 12 10 _ 6 12 10 1'0. 6 10 10 8 6 a 8" 0 4 a E i i 1.1.00 32 32 28 20 24 24 22 14 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10� 6 10 10 10 6 10 108 ( !0 e e '• • 1.200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 14 14 12 78 14 12 12, 8 I12 12 10 6 10 10 8 6f}j 1n In a 6 1.300 37 34 32 22 28 26 24 16 22 22 20 12 18 18 1G 10 1G 14 14. 6 14 12 12 S a 12 12 10 6 12 !AO ,10 GI 10 10 F. 6 1,.00 34 34 32 24 28 28 26 18 24 24 20It 120 20 18 12 18 16 1 '10 14 14 12. a 14 14 li B l2 I' •;G Ei ,0 10 13 5 ! I.Seo 1 36 34 34 24 30 30 26 18 2/ 24 22 14 22 20 18 12 T8 18 16 10 16 16 14`• 8 14 1/ 12 8 17 12 To G1 ;7 lz 1: 6 2,30034 34 32 22 30 30 26 18 26 26 22 16 22 22 20 14 ( 20 20 18 12 18 18 16 10 16 16 i4 GI 14 1/ 12 8 1 2.500 I 34 34 30 22 30 30 26 18 26 26 24 16 2/ 24 22. 1/ 22 22 18 !2 20 20 18 1k 19 l5 16 :0 J.Coo 34 32 30 22 30 30 26 18 28 :6 24 16 �24 24 22 14 22 22 20 14} :: :3 li i 3,500 32 32 30 20 30 30 26 16 26 28 24 16 26 74 22 141 .s :4 20 14 -4.930 -�- 32 32 30 20 130 30 26 18' 78 28 t4 if ..5 zS 2: if 4,500 32 32 28 20k_2_17 U ll 26 lEj i8 a is ;f 5.002 Zf 23 j_ 13 3G 76 1.4. A) 1. 311" Concrete Slab: HC -8.93; R•.29; Factor•7.3 2. 3 3/4' Thick Common Brick: IIC-7.125; R•.1;; Fattor•7.3 ' B 1. "'Concrete Slab: HC -14.106; i•.458; Factor -7.1 C 1. 8" Solid filled Block: HC•20.63; R•1.93; Factor•6.1 2. 8' Solid F111ed 81oci With SotA Sides Exposed To Condltioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thersal`Mass Area: HC•10.164; R-.96:; Factor -6.1 0) 1' Thick Concrete/Tile: HC -2.55; R-.083; Factor! -3.7 wood stove #33 points(no back up) casablanca fan + l.point Table 3-19. Zonally Controlled Electric Resistance Space Heating Points ' I Points forchis measure will I Table 3-20. Solar Water Heating With Cas Backup Points , I be completed after the CEC I I hag approved an Alternative I Component Package for Resistance 'I I Beat. Table 3-15. Active Solar Space Heatine witn i:as Points Net Solar Fraction I Points I I (MSF), z I I I I I I o-6 I o f I 7 - 14 I +2 I I 15 - 23 I +4 I I 24 - 30 I +6 I I 31 - 39 I +8 I I 40 - 47 I : +10 I ( 48-55 I +12 I 56 - 63 1 +14 I I 64 - 71 I +18 I I 72 up 1 +20 I Hultifamil (er unitpoints) Floor Area Net Solar Fraction (NSF), Z per unit. fc2. 0.9 iir-i9 ZC-29 30-39 40-49 50-59 60-69 70-79 600-799 0 +3 +7 +10 +14 +17 +21 +24 800-999 0 +3 +5 +8 +ll +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 M10 and up 0' +1 +2 +4 +5 +5 +7 +9 All others (pe builOing points) 8U0-899 0 +5 +10 +14 +19 +24 +19 +34 900-999 0 +4 +9 +13 +17 +i1 +26 +30 1,000••1,199 0 +4 •1-7 +ll +15 +•19 +22 +26 1,20rr1.499 0 +3 +6 +9 +12 +13 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +le 2,1100-2,999 0 +2 +3 +5 +7 +8 +10 +11 3,000 ar.d uo 0 +1 +3 +S +5 4.7 +9 +10 I Other Water Reatfna Pts. I System Type I Points Cas Only I 0 ; I I seat Pomp I 0 I I Solar with Electric ) i I Re+lstonce Backup I I I Meeting the Require- I 1 i menti !u Part 2 i 0 i I I I I Eleccrtc Resistance I I I only -40 ; n � � �. � STRUCTUR'AL CALCULATIONS ` FOR TYPICAL CANTILEVER RETAINING WALLS BRANT NIGHTINGALE / DESIGNS 6346 LANCASTER DRIVE PARADISE, CA 95969 ' ' ` CALCULATIONS ARE IN COMPLIAN-E WITH THE 1982 EDITION OF THE U�i" - �r - SI8NED "`-' DATE ---�-----------------��-------- -- ---r/--- FRANK L. TYUKOS, ��� 32434 ' ' ` , ' F L T EN8INEER ING ' 5790 CLARK ROAD PARADISE, CA 95969 (916) 872-0254 ` IWO */L.lu r1% _ Q��EES.I�N�(i `l �lei.As �. 41 cow --T TYF. Ra Id. -Y lo" RummIgG---KEY ONLY. IC�...No._ _SLAD _. _ J....__ `SG:._;_...:......_.,......iis :s (r,i�r Cil= 51 G o E I l_ 5 N it • u Y 4 ,. e �4S a.. d Ll K a. 14:4 4 z4 -o .....2G.. ......:..an„......_.:.._ --Gam::::::......... �•. i:. 1,:.::::...____.�....,,::: ...:.. „ •_.r► ...:1tJo::::_� .. 3t �c• . L #��cig• . .No... t. $: d L 12• g ;S t 12 �I'�" .......9g.... SG 14° ULT. GoMt'. STtZENGTH a�= Go�IG• 2® bays PC. = 2,000 P$.1 ?ZI=IIli FofLGf 1JG AST M A &IS 6,9-4Pa 40. ALLoW/,PbL:C SOIL �F nr�� NG prz!✓.ssU2.1✓ = i soo n s. f . : SUBJECT: TYPICAL CANTILEVER RETAINING WALLS BY: FLT DATE: 7/86 JOB NO.: 6361 PROJECT: BRENT NIGTHIN8ALE / DESIGNS 6346 LANCASTER DR',PARADISE, CA 95969 CONCRETE CANTILEVER RETAINING WALL SUPPORTIN6RESI FLOOR. � CODE 1982 UBC cm SUPERIMPOSED LOADS: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET I OF F OR MIN. DL = .010 x (3+8) = 11 k/l - �� ' " ' MAX. LL = .020 x 15 +.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 LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL + LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF SNOW + ADD'L LIGHT ROOF DL.+ 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. — SHTS. 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. 26 & 27 F. 8'-8" — SHTS. 14 & 15 F. — SHTS. 28 & 29 G. 9'-8" — SHTS. 16 & 17 G. — SHTS. 30 & 31 L 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 — 200 PSF, PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 -- ALTERNATE DATE : 7/1986 _ CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEEPINFI. 579P CLARK ROAL PARADISE, I CF ( 916) 872-0254 SHEET /1P OF 3, GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF) : 30 SURCHAF'GE (FEET): 0 YIELD STRENGTH REINF. (KSI): 4o ULTIMATE ,COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD- DEAD LOAD (KIP): .19 - LIVE LOAD (KIP) : 1.11 OVERALL HEIGHT OF THE WALL - H (FEET): 3.67 OVERALL HEIGHT OF THE SOIL - Hr (FEET)v 3 THICKNESS OF WALL - TOP (INCHES): 6 -- BOTTOM (INCHES): 6 COEFFICIENT -• a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP) : 0.14 MOMENT - Mw (FT -KIP): AREA REINF. (IN' ) 'd'(IN) SIZE & SPA (IN) -------------------------------------- 0.025 3.75 #4 @ '97.7 MIN. VERTICAL REINF. - . l % (IN"2) : 0.10 MIN. HORIZONTAL REINF. - .25% (IN�2) : DESIGN REINF. - VERTICAL: #4 L 24 - HORIZONTAL: #4 C COMBINED STRESSES @ WALL: 0.10 < 1.o 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 (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 - S. NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT n Me (FT-KJP): 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 SHEET P? OF .3' 100 150 1.5 2.5 1500 200 0.35 8 6 12 0 0 24 0.28 0.41 0.95 1.25 3.07 0.84 0.1l 0.10 2.00 0^67 630.47 < 1500 317.01 > 0 769.22 < 1500 1288.26 > 0 0.42 > 0.28 EARTH PRESSURE @ TOE - Fv (KIP): 0.90 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.38 AREA REINF. (IN -2) 'df(IN) SIZE & SPA (IN) 0.055 � 4.75 #4 @ 43.8 ' DESIGN TOE REINF � . #4 @ 24 11 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/1986 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL _________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN' FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSIA ULTIMATE -OMPRESSIVE 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 WIP0 MOMENT - Mw /FT -KIP): AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN). ----------- 7 --------------------------------- 0.058 3.75 04 `@ 41.2 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25% (IN^2): DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ J����� LEVEL 30 0 40 2000 .19 1.11 4.67 4 6 6 1.46 0.24 0.32 0.108 0.1�� /` FLT ENGINEERINC 5790 CLARK ROA[ PARADISE, C/ (916) 872-02501 SHEET Zv OF 3' COMBINED STRESSES @ WALL:0.18 < 1.0 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONI=ERTE (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 c: INCHES) : FOOTING KEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL C I NC::HES) : TOTAL WIDTH OF FOOTING CINCHES): 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' ): SECTION MODULUS — S (FT"3): SOIL PRESSURES - DL ONLY - SPt (PSF ) : - SPh (PSF): SOIL PRESSURES - ADDED LL - SP t' ( F'SF) :, -- SPhs (PSF) : SLIDING .RE S I STANCE - Fr !KIP)-. FOOTING -- TOE: EARTH PRESSURE L TOE -- Fv (KIP): MAX. MOMENT C TOE - Mt (FT -KIP): AREA REINF.' CIN''' ) Idl (IN) SIZE & SPA CIN) ------------------------------------------------- 0.071 i i71 6.75 #4 @ 32.6 SHEET Z/ OF 3/ 100 150 1.5 2.8 1500 200 0.35 0.,15 0.:}5 0.83 1.20 1.77 2.13 0.94 0.3o 0.37 2.17 0. 78 1023.25 < 1500 87.76 > 0 1062.66 < 1500 1072:96 > 0 1.24 0.71 I DESIGN TOE RE'1'NF.: #4 @ 24 FLT ENGINEERING*, PROJECT : BRANT NIGHTINGALE / DESIGNS 5790 CLARW ROAD JOB NO. : 6361 - ALTERNATE PARADISE,. CA DATE : 7/1986 (916) 672-0254 CALL'S BY : FLT SHEET Z2 OF 3/ SUBJECT: CONCRETE.CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET) : YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : i X00 GRAVITY LOAD --DEAD LOAD (KIP): .19 . - LIVE LOAD (KIP): 1.11 OVERALL HEIGHT OF THE WALL = H (FEET):., OVERALL HEIGHT OF THE SOIL - Hr (FEET): 5 THICKNESS OF WALL- TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw KIP): 0.38 MOMENT - Mw (FT-K.IP): 0.63 AREA REINF. (IN"2) 'd'(IN) SIZE & SPA (IN) 0.114 3.75 #4 C - 21.1 MIN. VERTICAL REINF. - .15 % (IN''" ) : 0.108 MIN. HORIZONTAL REINF. - .25% (IN -2) : 0. IA4 DESIGN REINF. - VERTICAL: ##4 @ 10 - HORIZONTAL: #4 L Pq13 COMBINED STRESSES C WALL: 0.33 < 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 - Fo: 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): - OVERT RNING FORCE - Fo (KIP): ' OVERTURNING MOMENT - Mo (FT. IP): 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 . 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^2K 'dl(IN) SIZE & SPA (IN) 0.113 6.75 #4 @ 21.3 DESIGN TOE REINF.: 4*4 @ 18 SHEET Z3 OF Z 100 150 1.5 2.5 1500 200 0.35 10 6 20 0 0 32 ` 0.63 ' 1.38 1.45 2.-79 2.03 1.41 0.36 0.52 2.67 1.19 ` 987.58 < 1500 103.02 > 0 857.50 < 1500 1065.59 > 0 0.65 > 0.63 FLT ENGINEERING PROJECT : BRANTNI8HTIN6ALE /.DESIGNS. 5790 CLARK ROAD JOB NO. : 6361 - ALTERNATE PARADISE'. CA DATE : 7/1986 (916) 872-0254 CALCIS BY : FLT SHEET 2,4 OF SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL 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 GRAVIT,J LOAD - DEAD LOAD (KIP): .19 - LIVE LOAD (KIP): 1.11 OVERALL HEIGHT OF THE WALL - H{FEET): 6.67 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6 THICKNESS OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a : 1.46- .46TOTAL TOTALEARTH PRESSURE - Fw (KIP): 0.54 MOMENT - Mw (FT -KIP): 1.08 AREA REINF. (IN -2) 'dl(IN) SIZE & SPA (IN) ` 0.130 5.69 05 @ MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .26% (IN^2): 0.1�� � DESIGN REINF. - VERTICAL: #5 @ 24 - HORIZONTAL: #5 COMBINED STRESSES @ WALL: 0.25 < 1.0 CALCIS BY : FLT SHEET 01 -OF 3/ FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONC:ERTE (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): 6 - TOE (INCHES): 22 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 -- BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF- FOOTING (INCHES): 36, OVERTURNING FORCE= = Fo (KIP) : 0168 OVERTURNING MOMENT - Mo (FT -KIP): 2.2E TOTAL RESISTING WEIGHT -- W (KIP): 1.95 RESISTING MOMENT - Mr (FT -KIP): 4.22 OVERTURNING RATIO - SF 1187 NET MOMENT - Mn (FT -KIP) : 1.96 ECCENTRICITY - e (FEET): 0.49 ECCENTRIC MOMENT - Me . (FT -K I F') : 0.96 96 FOOTING AREA - A f (FT -2): . 3 . i o SECTION MODULUS - S (FT -3): 1.50 SOIL PRESSURES - DL ONLY - SPt (PSF) : 12b9.14 < 1500 - SPh (PSF) : 10. 4' 0 SOIL PRESSURES - ADDED LI_ - SFT (PSF) :, 1165.80 .: 1500 •-- SPh' (PSF) : • 873.76 ;> 0 SLIDING RESISTANCE - F.r (KIP) : 0.88 <:: 0.88 FOOTING-- TOE: EARTH PRESSURE.@ TOE - Fv (KIP): 1.65 MAX. MOMENT C TOE - Mt (F T -K l F') : 1.73 AREA REINF. (IN`•'•'') r d v (IN) SIZE & SPA QW) 0.136 0.69 #5 @ 27.4 DESIGN TOE REINF.: 45 @ 24 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/L986 CALL Y 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): GRAVTTY 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 REINF. (IN''•2) ' d l (IN) SIZE & SPA (IN) 0. 206 5.69 #5 C 18.1 MIN. VERTICAL RL --INF. - .15 % (IN""2) : MIN. HORIZONTAL ZONT'AL REEINF . - .25% CIN' 20 DESIGN REINF. - VERTICAL: #5 @ 18 - HORIZONTAL: 4#5 @ -K I� COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL _ H: (FEET)a HEIGHT- FROM TOP OF THE SOIL - Hr(FEET): THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP); MOMENT @ Hw2 -- Mw2 (FT -KIP): AREA REINF. (=2) ldl (IN) SIZE & SPA (IN) ------------------------------------------------ DESIGN REINF. - VERTICAL: #5 @ 24 FLT ENG I.NEER I NG 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 26 OF 31 LEVEL 30 o 40 2000 .19 1.11 7.67 7 E3 8 1.46 0.74 1.7'2 0.144 o. 0.38 < 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 (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 7 Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS- S (FT -0. ' 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) ----------------------------------- 'd'(IN) SIZE & SPA (IN) 0.217 ------------- 8.69 #5 @ 17.2 DESIGN TOE REINF.: #5 0 12 , �� SHEET ^-OF-?y 100 150 1.5 2.5 1500 200 0.35 12 6 28 10 8 42 1.13 3.26 2.36 6.15 1.89 2.89 0.53 1124 3.50 2.04 1284.49 < 1500 66.54 > 0 ' 1103.27 < 1500 882.0t > 0 1.50 > 1.13 2.05 2.76 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/1986 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGN: DESI6N: 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 REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) _________-___________________ 0.307 5.69 #5 @ 12.1 LEVEL 30 0 40 2000 .19 1.11 8.67 8 8 8 1.46 0,96 2.56 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .2S% (IN -2): 0.��2 �� DESIGN REINF. - VERTICAL: #5 @ 12 - HORIZONTAL: #5 @ Q& COMBINEDSTRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): THICKNESS OF WALL - BOTTOM2 r(INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.075 5.69 #5 @ 49.6 ^ DESIGN REINF. - VERTICAL: #5 @ 01 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916)' 872-0254 SHEET ?0' OF&./ 0.55 < 1.0 5.67 5 8.00 0.38 � 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 FEY - DEPTH & WIDTH (INCHES): - BACK TO BACK OF WALL (INCHES): TOTAL WIDTH OF FOOTING (INCHES): OVERTURNING FORCE - Fo (KIP) : OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTINim 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 - A f (F T'• 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: SHEET 29 OF 3/ loo 15o 1.5 2.5 1500 200. 0.35 14 6 34 10 8 48 1.45 4.76 . 8O 8.45 1.78 3.7o 0.68 1.91 4.Oo . 6.7 1416.81 < 1500 -15:48 > 0 1208.68 < 1500 747.65 > O 1.78 ;> 1.45 EARTH PRESSURE L TOE - Fv (KIP): 2.58. MAX. MOMENT C TOE - Mt (FT-k:IP): 4.33 AREA REINF. (IN-;) Yd'(IN) SIZE & SPA (IN) 0. '277 10.69 #5 C 13.5 DESIGN TOE RE I NF :. 45 0 12 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/1986 CALCIS 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 LOAn (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 REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) � ---------------- ��---------- __.............. �__- 0.437 5.69 #5 @ 8.5 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25% (IN^2): DESIGN REINF. - VERTICAL: #5 @ 8 - HORIZONTAL: #5 (9 PK 15 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 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------------------------------ 0.13C) 5.69 #5 @ 28.7 DESIGN RVINF. - VERTICAL: #5 1 24 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 219 OF -3/ LEVEL 30 0 40 2000 .19 1.11 9.67 9 8 8 1.46 1.22 3.65 0.144 0. 0.78 < 1.0 6.67 6 ' 8.00 0.54 ' A ° CALCIS BY : FLT FOOTINGDESI6N: ---------------- DENSITY OF SOIL (PCF): ' DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BLARING 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 - Fo (KIP): OVERTURNING MOMENT Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT- Mr (FT-KIPY: OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP). - ECCENTRICITY - FT-KIP):ECCENTRICITY- e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES 7 D ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt" (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: �� SHEET ^:~' OFJ 100 150 1.5 2.5 1500 200 14 6 42 10 8 56 1.76 6.36 3.18 11�42 1i79 5.06 0.74 2.36 4.67 3.63 1331.07 < 1500 30~87 > 0 1110.21 < 1500 727.45 > 0 1191 > 1.76 EARTH PRESSURE @ TOE - Fv (KIP): 2.95 MAX. MOMENT @ TOE - Mt (FT -KIP): 6.16 AREA REINF. (IN^2) 'dl(IN) SIZE .& SPA (IN) 0.394 10.69 #5 @ 9.5 DESIGN TOE REINF.f#5 @ 8 ' ` . '' f I f Ki. T R U T U F`. A L CALCULATIONS i i F O r: , I i y f i TYPICAL RESIDENTIAL FOUNDATIONS f i BRANT NIGHTINGALE / DESIGNS 6346 LANCASTER DRIVE r PARADISE, CA 9596-9 i i ,1 e i_ AU_ ULAT I ONS ARE IN COMPLIANCE WITH THE IS= EDITION OF THE UB i i I. e i I 1 S I laNED DATE F F:ANh: L e TYUI ::OS, RCE 324341. F L- T ENGINEERING i 5790 CLARK ROAD PAFADISE, CA 9596':1 i ..1 c. r t t . SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS BY: F T DATE: 11/86 JOB NO.: '6464-1 PROJEC : BRANT NIGHTINGALE / DESIGNS / 1 | 6346 LANCASTER DRIVO ' PARADISE FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA °� SHEET 1 OF y DESIGN ITERIA� . STUD PALLS, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAINING -BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB OR FLOOR DIAPHRAGM AND AT THE BOTTOM BY FOOTING. CODE 1982 UBC SUPERIMPOSED LOADS: MI . DL = .020 x 3 + .010 x 8 = .14 k/l MAX. LL =-.020 x 13 +.020 x (13-3) +.050 x 5 = .71 k/l , LOADING PER ABOVE IS CRITICAL FOR BOTH - BEARING (INCLUDES DL'+ LL) AND SUIDING RESISTANCE (MIN. DL ONLY), MAX. LIL - ROOF (SNOW) + ADD'L HEAVY ROOF DL +ADD'L FLOOR bL + LL � SURCHARGE OF 2800# WHEEL LOAD @ APPROX. 3' FROM WALL - 2.01S-2 = .00 .KSF -- 1' SURCH. ` CALCIS PROVIDED FOR - I.A. 4'-O" HIGH WALL - SHEETS 2 & 3 1.B. 51-6" HIGH WALL - SHEETS 4 & 5 I.C. 71-6" HIGH WALL - SHEETh 6 & 7 [ ' CONSTRACTION DETAILS - SHEET 8 MATERIALS: [ON[RE- ULTIMATE COMPRESSIVE STRENGTH - f'c'= 2000 PSI @ 28 DAYS, REINFO C NG - ASTM A615, GRADE 40, WELDEDIWIRE MESH _ ASTM A185, 6x6 - W1.4 x W1.4 ALLOWABLE SOIL BEARING PRESSURE - 1500 PSF, ALLOWA E LATERAL BRG. PRESSURE - 200 PSF, cl ! "*��»FCKc"�u�' PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6464-1 DATE' : 11/1986 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING — BEARING WALL --------------------------------- WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): Vic= 0 # WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI : 40 ULT I HATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2i �00 GRAVITY LOAD — DEAD LOAD (KIP) — LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL — Hw (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET): THICKNESS OF WALL — T (INCHES): COEFFICIENT -- a : TOTAL EARTH PRESSURE — Fhr (KIP) : REACTION @ TOP OF WALL — Rt (KIP): REACTION @ BOTTOM OF WALL — Rb (KIP): HEIGHT OF 101 'SHEAF: — Ho (FEET): MOMENT — Mw (FT—KIP): AREA REINF. c:'I'N' 2) ' d' ( IN) SIZE & SPA (IN) 0.033 3.75 #4 @ 73. MIN. VERTICAL REINF. — .15 % (IN`''' ): MIN. HORIZONTAL REINF. — .25 % ( IN'`'S) : DESIGN REINF. — VERTICAL: #4 @ 24 — HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK ROAD PARADISE, 'CA ( 9'16) 872-0254 SHEET Z OF Y 0.14 0.71 4 4.4, 5 E 1.46. 0.38 0.1E 0.22 2.23 o"IB 0.108 0. 180 0. 11 < 1.0 PROJECT JOB NO. DATE : BRANT NIGHTINGALE / DESIGNS : 6464-1 : 11/1986 CALCIS BY : FLT FOOTING DESIGN: DENSITY PF SOIL (PCF): 100DENSITY OF CONCERTE (PCF): 150ALLOW. SOIL BEARING PRESSURE (PSF): 1500ALLOW. LATERAL BEARING PRESSURE (PSF)i 200FRICTIONICPE*FFICIENT - Fc: 0.35NET. ALLOW. BEARING PRESSURE (PSF): 1500PRELIM. FOOTING - WIDTH (INCHES): lo.G0 ` DESIGN FOOTING - WIDTH 00 - DEPTH (INCHES): 6.00 TOTAL GRAVITY LOAD - Pv (KIP): 1.35 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - Q (PSF): 1350 < 1500 SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: OF WALL (BAR #): MAX. HORI ONTAL SPAN OF WALL (FEET): DESI6N HO IZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB.REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF|DOWELS (INcHES): 0.32 > 0.22 4 ` 7.81 4 4 8.93 0.029 30 8.62 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 �� SHEET &OF \ FLT ENGINEERING PROJECT :.BRANT NIGHTINGALE / DESIGNS 5790 CLARK ROAD JOB NO. : 6464-1 PARADISE, CA DATE : 11/1986 (916) 872"0254 SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ ' WALL DESIGN: -------------- ALL ___________ ALL CALCULATIONS ARE IN UNITS/LN. FT. ' GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ` GRAVITY LOAD - DEAD LOAD (KIP) 0.14 \ - LIVE LOAD (KIP) 0.71 OVERALL HEIGHT OF THE WALL - Hw (FELT): 5.5 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.5 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 1.46 TOTAL -EARTH PRESSURE - Fhr (KIP): 0.63 REACTION @ TOP OF WALL - Rt (KIP): 0.25 REACTION @ BOTTOM OF WALL - Rb (KIP): 0.38 HEIGHT OF 10' SHEAR - Ho (FEET): 3.08 MOMENT - Mw (FT -KIP): 0.43 AREA REINF. (IN^2)' 'dl(IN) SIZE & ------------------------------------- SPA (IN) ` 0.078 3.75 #4 @ 30.7 . MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN^2): ' 0.180 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 13| COMBINED STRESSES @ WALL 0.22 < 1.0 ^ ' , PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6464-1 DATE : 11/1986 CALCIS BY : FLT FOOTING DESIGN: ----------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): 100 150 1500 200 0.35 0 1500 PRELIM. FOOTING - WIDTH (INCHES): 12.00 - DEPTH (INCHES): 6.46- .46DESIGN DESIGNFOOTING - WIDTH - DEPTH TOTAL GRAVITY LOAD - Pv (KIP): � 1.50 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - Q (PSF): 1500 < 1500 SLIDING'RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET X OF lqqp 0.38-,�*-0.38 - INCREASE BACKFILL . ",,VIM '- REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET):` 6.18 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED DESIGN AREA OF SLAB ALLOW. TENSILE STRESS LENGTH OF DOWELS (INCHES): 13.77 . � PROJECT JOB NO. DATE : 'RANT NIGHTINGALE / DESIGNS : 6464-1 : 11/1986 CALCIS By.: FLT SUBJECT:` CONCRETE RETAINING - BEARING WALL -------- _--------- ___------- _____ WALL DESIGN: --------- i--- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQU ENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD ST NGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY L DEAD LOAD (KIP) - LIVE LOAD (KIp) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL AIGHT OF THE -SOIL - Hr (FEET): THICKNE OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARIH PRESSURE - Fhr (KIP): REACTION Q TOP OF WALL - Rt (KIP): REACTION BOTTOM OF WALL - Rb (KIP): HEIGHT OF 0' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REIN (IN -2), 'dl(IN) SIZE & SPA (IN) ----- ----- --------- *------*--* --------------��������� 0.185 3.75 #4 @ 13 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REI F. - VER - HORIZONTAL: . " COMBINED STRESSES @ WALL FLT ENGINEERING 5790 CLARK ROAD PARADISE, / CA (916) 872-0254 SHEET 6' OF- qb 0.71 7.5 ��� 8.5 � ''-^ 6 1.46 1.08 0.41 0.67 4.22 1.02 0.108 0.180 0.50 < 1.0 PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6464-1 DATE : 11/1986 CALCIS BY : FLT FOOTING DESIGN: � _______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): 1500 ' PRELIM. FOOTING — WIDTH (INCHES): 13.60 — DEPTH (INCHES): i7.05 DESIGN FOOTING — WIDTH (INCHES): ` 15.00 — DEPTH (INCHES) TOTAL GRAVITY LOAD — Pv (KIP): 1.86 INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE — Q (PSF): 1485 < 1500 SLIDING RESISTANCE — Fr (KIP): SLAB REINFORCEMENT: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 7 OF 0.53 < 0.67 — INCREASE BACKFILL 7-0 16 'f REINF @ TOP OF WALL (BAR #): 4 . MAX. HORIZONTAL SPAN OF WALL (FEET): ` 4.82 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED DESIGN AREA OF SL ALLOW. TENSILE STRESS LENGTH OF DOWELS (INCHES)g .22.59 | FL / Q ElY.-_ -- T OA7E-, -,--_ SUBJECT,- C•4'GT--R�S/DEiyQT�G SHEET NO..., B,. OF --_-_, oC% A0. ! iD11S.-.. �O/e . ........ JOB. NO..........�J�+ (.:1�KD. BY ... .... OATS.---.-..-... ...-. _..----... .. .. .. .. ... .. ..... 6¢0 BR%4NT N/Gf�T/N�'AG � / DSS/GHS — SEE _ N W�c QJ k I`- \. _ N J 1.. Sk ti sl crv� gIFOF IF LU EMMHEMMOM 5790 CLARK RD., PARADISE, CA. 95969 (916) 872-0254 W�c k I`- \. J 1.. 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