The URL can be used to link to this page

Home My WebLink About066-260-009, r66 26.09 �%��1 # ELMER SWOPE _ F / 13640 -Ed Ct; lot 362, CC#4,, Magalia' , Contr : Brad Memeo:, Par t' - Permit��3159. 86B P E M(new sin le famil Y ;066;260 009 'm 02 22 SMITH, DALEr`" JNAL p"a: 13640 ED CT., MAGA A: ; 5"k ' , W CONT: • GREENE'& SON ° kf RobF , 1 , , t • is F i 00 o , '�."- ....- . i it '• !.' .. ,t - y"P 0 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Uroville, California 95965 • Telephone (530) 538-7541P NO. (Rev. 12/96) APPLICATION AND PERMIT � -zn �- ASSESSOR PARCEL NUMBER 01 r �r ZONING BUILDINGPERMIT OWNER rL TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS/'SI yJ 1541' Cr A ��r .� 3 S Y CONTRA A &4, JC TELEPHONE Y V CONTRACTORS MAILING ADDRESS r fy/� , G 7 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ O ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS LIG YO t / / d `/.r Energy Plan Checking Fee S $ 'a 1 A PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: S//if /4 ' [ ^'^ Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provision of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Profes ions Code, and my license is in full forceand effect. License Class r - J Lic. No. � � � ,� I OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contrac ors License Law for the following reason: ❑ [,as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for safe. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a ACC. BLD S. 3.5¢FT. NON p610. MULTI -OUTLET @G 7,50 POWER APPARATUS a swGLE OUTLET CIR. 20 Q° 1.00 Occup. OUTLET OR FIXTURES O FIXED APPLNS. OR Ex. Occup. OUTLETS RESID. EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insuranc carrier and policy number are: Carrier 'T C Policy Number ... (The above sections rre6d hot be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply�with those provisions. X off,' .. G+r a.w Date �` Z&%" d2" Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA peimit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $not HAZ. D. FEES IMP FLOOD CDF PARCEL PO HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. j By , Date PERMIT EXPIRES ON Date Receipt No. :3 [ U" f <'I— WHITE-D.D.S.-BSD. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT II COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 12/96) APPLICATION AND PERMIT �00 ASSESSOR PARCEL NUMBER C m 9 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION .OWN 'S MAILING ADDRESS2wd Cr— At.?/..r At 'V/.� l / �/ , [ CONTRA OR'S NAME TELEPHONE CONTRACTORS MAIUNG ADDRESS p0 2 CONSTRUCTION LENDER - Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ A ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS f� ro V� /N) Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBONISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome O Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel/ ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ✓`G1iI` �- ro G "" Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W (020.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service ZaOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,NNjpµpE0,,Ds and my license is in full force nd effect. - /��_ 7i License Class Lic. No. �{ / J `OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation n insuranc carrier pnd policy number are: Carrier /_}+� d Policy Number /r!A927 � he above sections ne de not be completed H the ermit is for work of a valuation R p P of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that d I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith compl lth those provisions. X _ Date ?.0'-0Z, Signa ure of Applicant - ❑ Owner ❑ Contractor O Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service TO lOooA 46.00 NEW CONST. DEWNG OCCUP. SO WEL OR ADDNS. 8 ACC. BLDS. 3.50FT. MULTI.OUTLET 97,50 POWER APPARATUS 8 SINGLE OUTLET CR. OUTLET OR FDTTl1REs ESL. Occup. Bn� @ .50 Ex. Occup. OurLEE°TSA R= D °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 3 — I HAZ. D. FEES IMP FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Cv—�-BBt PERMIT EXPIRES ON 49 Z v (Datef rReceiptNo. ® Z WHITE-D.D.S.-B. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f i � �L` Ca�C� ✓` -� \�� '�,� -•' 4✓✓�v PERM315-86BIT NO. 9 P E M tr (� PERMIT EXPIRES // OWNER ELMER SWOPE Brad Memeo CONTR. 7p �'{/�r2 o rc%sr/(� 66-36-09 ASSESSOR PARCEL LOCATION 13640 Ed Ct, Lot 362,C04, Magalj,a ,/ 0 (1 v OFFICE COPY _.. Address/^-�� GAS i i Meter By Date �zE ELEC �7 r t9 i Meter Wil•. �.� f�� r f� Temp. Power Pole Called PI Temp. Elec. S Called PI Temp. Gas Se Called PC JOB FINALEI Signature � = •OK -'= Not plicable MOBILEHOMES = Not Ready Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support-Sketch 3. Sewer; Location-Test-Fall-C/0-Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd.-/ / Amp-Concrete 6. Gas; Location-Test-Wrap:/ /"L"fL/ /"Nat. or/ /"L"ft./ P' 7. Utility Clearance Card-BI Date Card-BI Date Card-B1 Date Card-BI Date Date MOBILEHOME INSTALLATION (Plans) OK except N'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 B-I Date Card-BI Date Card B-I Date Card-BI Date MISCELLANEOUS Date DECKS, COVERS, CARPOf9TS, ETC: (Plans) OK except N's Qas 1. Zoning Requirements -Setbacks -Easements _- 2. Footings; Size -Depth -Spacing -Connectors 3. Decks; Girders and/or -Joists -Decking -Bracing -Stairs -Rails e 4'. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures _ LPG 6. Carports;, Windows -Doors 7. Elea Card -BI Date Card -BI Date Card -B1 Date - Card -BI Date Date POOLS (Plans) OK except N's 1. Setbacks -Easements l 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 Equipment -Heater 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb; Cir. Tesi-Water Supply Test' Card -BI Date Card -BI Date ' Card -BI Date Card -BI Date 31_ , 5 3 y V = OKI'; 0 x Not OK , - Not Applicable RESIDENTIAL (Single and Duplex) =.Act Ready R Date UNDE LOOK (Plans) OK except #'s, Date FRAMING (Continued)' - - 1 quirements-Setbacks-E ents 4 . _pni 2. Main; Soils -Steel- le rnd.- / Ftg. Depth Doors -One 3' -Check Garage -3rd story, 2 exits Ftg., Garage; Soils- el- / " Ftg. Depth rotection__— Stairs; Width -He room -Rise -Run -Land' -Fire Protection-- ., Porches & Decks; Soils -Steel- / /" Ftg. Depth -- w oof Overhang-Attict.-.9afte riggers r Sf�//S�alls, Main; Steel-Blockouts-Wrapped-Sla _walls, Garage; Steel-Blockouts-Wrapped SI Piers- _ in ai' Veneer nts nder ccess _ Glazing Area -Glass Protection -Skylights -Plastic �/N'/�.: -Fi ' gs-T w /0 -Sewer Test 55. Shem Its All 1 Water T t -A rs-R ator ervi Tes 1 rgrou d 1�" Grits &.�Ducts; Clearance -Material -Supp ns. 1 Gir�rs-SilAel-Anch Its -Joints n f 2W -R Card -BI 107 Dat Z Card -BI Date Card -BI YN2Date 7,,7 Card -BI Date _ Card -BI &V Date _ 7 Card -BI Date Card -BI ate -r0 Card -BI Date Date FINExt(Plans) OK except N's Card -BI Oate L Card -BI Date Date LUMBING/(Permit) OK except N's Or.it fC 1,§�ter Pipe: Test & Anchors -Nail Protection V.: Test-Fitngs &Anchors -Nail Protection Sh r Pan: Test, fist Floor -Tub Access est Tub & Sh e d Floor -Tub Access ri Card -BI (-Ay Dat, -,z 14 7 Card -BI -- Date — Card -BI Date Card -BI Date Date ELE ICAL(Permit) OK except q's . . Steps -Door & Sidelight Protection -Landings L7'Smoke Detector _ urnace; Vests-Cle nce-Cm -ATi-Cdotm?�for- age; AboV_F'Poor-Dygis--MechFProirsction B Broom Exiting 6@- -GF -,I. . & Bath Fixtures & Tub Access J5Elec. Trim & Su panel; Breaker Sizes -Labels r, a or St lec. Outlets at Wood Panel; Int. & Ext. 6 it t. & Appliance; Grnd.-Air Gap -Cooking Clearance B&--Ejpc. Outlets & Receptacles at Kit. Counter Garage Fir vor; g-lmwA g I i Duct i¢_ e- er ' Fire & Transformer Clearance -Ins. Protection CReceptacles Spacing -Lights &Switches at Doors Boxes & No. of Conductors -Stapled _ 23� Rymex Installed Close to Edge of Studs & C.J. A, �� TEp'. Ground /Mech. Fasteners -8V d Eos & 95' liance Circuits in Kitchen & Conductor Size Subfeed Wire Size ,2 / ga. AI-A.C. Wire Size /�j / ga. Qser AI -tr ange Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral Yes =No __ _ _ _ ____ ce-Riser Conductors & Gr4d d -Main Disconnect _ 2pr�E� . Clearances: Panels-NT6TU§=Meeh.-EgaM. 7i0 es Closet Light-Shewer4;cRt �j�fiG/P !�7 ��— 7 Card 8-I QLt' Date L,Z�oCard Bi _Date ��' �._ � _- Card B-1 Date,V ju Card -BI Date Htr.; Vemt&-CI e-Cemii, +r-eottneeter-P. . - In Garage; AbovI-Flv6r-MeetrProtection Ib. : & Mech. Equip. Listed for Location ec. Receptacles in Garage; (G. F.I.)-Romex Protec. nsul tion -Roam -Looked in Attic E] Yes ------ rd R Deck Construction -Post Caps L� n. en &Crawl tole Drainage BrWoo arth Clearance Looked under Floor [ es 7 owing instld.: Drive [4, s ❑ No: Walks ❑ No;. Planters ❑Yes •'ff-44a- C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet - encs Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. '��-r-o!�.�,•��p prior Elec. Trim; G.F.I. Receptacle -Underground V tilation throughout House _ GI rotection - Date MECHA CAL (Permit) OK except N's _ Corrections from Previous Inspections t -Meter g d; Gff-E1�4riC z Card -BI Card -BI A.G. Ducts. Insulation & Support ent Fan: Exhaust above Insulation _ 33. Condensate Drain &Overflow: Size _& Grade b. Air -Return Air Vent -115V outlet 3 to if Furnace in Attic - ® Date U -L f7 Card -BI Date - Date Card -81 Date _ W ter & Sewer Conne ti -C/0 to Grade -HD Ap roval Gjiy 7 nergy Com i e er r icat Other C cafes `- - -- — -- - - - —'-- ---" Card -81 Dat Card -BI Date Card -BI Card -BI Date Card -BI Date Date Card -BI Date Date FRAMING(Plans) OK except p's Com rents at Final: at i� IL,•; Proper Material'& Anchors : Studs -Nailing, Spacing & Bracing -Plates -Sound 3@/B ng Walls over Girders & Floor Nailing _ D It Stop in Walls (rat proof) Fi S' urre i in s-� a?Fs_- ses{�,7(�'�� at�Header & Beam -Size & Bearing *7,angers-Pose Caps -Anchors- onnectors GIng.ist-Rfl es- in - R(± -I rac. Sh4VrQ-- ' Firer+@ee-T4e6-or e u e TgmipaI AL e Access: Size & Romex Protection -Draft Stop -Ins. Baffles b - 4. Bd .Windows or Exiting Doors -Sill H9 1. &Dimensions arage Fire Protection Framing -- -------- ---- -_---_ -------..--- - --- - - - - - ----- --- - (NOTE Anentrymust be made each time youvisit jobsite) 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 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 corr,eelcion of work is completed. If you have any question pertaining to this matter, r need additional explanation, please contact this office immediately. 57 AW r A //f Inspector Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541/11Y 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNEFY 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 correc,tion of work is completed. If you have any question pertaining to this matter need /additional explanation, please contact this office immediately. 4/ CAI 1-011 Inspector Date OWNER 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 is _,, 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 matte or need additional explanation,. please contact this office immediately. 5 S il/," r 2 Z r, 7 7, 3y 15- /rpt" FC/� Inspector Fr 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 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 ��Inspect6r Date I 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 OWT 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, eed additional explanation, please contact this office immediately. T raiz Date_ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS / 196 Memorial Way, Chico — Phone: 891-2751 r - 7 County Center Drive, Oroville — Phone: 53413541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE a 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 ccction of work is completed. If you have any question pertaining to this matt or need additional explanation, please contact this office immediately. 9, ///ivSSfS 7llG J G✓r .7 � " /, d"7 Date COUNTY OF BUTTE '.' DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico - Phone: 891-2751 7 County Center Drive, Oroville - Phone: 53411541 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 cor ction of work is completed. If you have any question pertaining to this matte or need additional explanation, please contact this office immediately. 6 " w h Inspector_/G�� 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 t 15 y J 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 cor ction of work is completed. If you have any question pertaining to this Zmatte or need additional explanation, please contact this office immediately. .c %r' f l7GZG�,� a✓7 U !� ' � Inspector �i�/ Date o S t� COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS' :r 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 5344541• Z Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE - Giv G l'7 is s-J-(� OWNQq 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 co Vfion of work is completed. If you have any question pertaining to this matt , or need additional explanation, please contact this office immediately. Inspector_ _ 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/�C /3 PER O 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. 5K6; L� 7�-? Cwt v--V lvw ' C / t,/ �f YY -1 (A,061, d € fG a�r C GY/ d lir Inspector_._ _ Date— wk COUNTY OF BUTTE -DEPARTMENT OF PUBLIC WORKS PERMIT N0/ ` - 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSEiso,R�y PA L NUt �f ZON G BUILDING PERMIT OWN(Ffi� TELEPHONE SQ. FT. OCC.1 BUILDING VALUATION OW ER'S MAI AD KESS . �S© n 9Z/SJR- - CO CONT T R'S MAI N ADDRESS ` - {� Fireplace / CONST7,CTION LENDER UN N 6WN Total Valuation Is Filing Fee $ 0.00 LENDER'S MAILING ADDRESS Permit Fee $ ARC I ECT OR ENGINEER LICENSE No. Plan Checking Fee $ `a Energy Plan Checking Fee $ ARCHITECT CI -ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDR SS Permit fee $ 5. PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Ck� Solar or heat pump a e eater 20.00 �0. 00 LOT NO LOT NO SUB�ISION N` SUBD VISION NQjv1E •e'{i}_ RCEL MA � -7 Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFIVI Duplex❑ Mobilehome❑ Other in SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 o:57 ole Mobile Home S I G I W 10.00ea TYPE OF WORK New Addition❑ Re ;dXUtilities❑ Installation❑ Other ❑ Desc ibe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 0V OR L Main service 100 AMP ORSLESS 110-001 16.va Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 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. U C!�Classification g ❑ 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. DWELLING OCCUP.& CC. BLDGS. , h¢sgft A New CONSTR.� MULTI -OUTLET NO N.RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES eAL@30 F1 ED APPLNS. O Ex. DCCUp. OUT LE ((RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Iyirin 15.00 9 Permit Fee $ 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 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 Filing Fee 10.00 Heatin 3 Jzi Coolin g 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agft9 to save, indemnify and keep harmless the County of Butte against all Iia H les, ents, costs, and expenses which may in any way accrue again aid unty c asequence of the granting of this permit. X Date Ignature of icant - owner ❑ Contractor L�Agen1 An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ fig A" • 0 uP.I CON T F LO 901 %/ PARC PD ND ✓ ISSUE �/ This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR O PUBLIC By 1 PER XPIRES Date E the applicable provi- resolutions to do fees have been paid. WORKS ate '� Receipt No. / I WHITE-O.P.W., TE�-ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF"PUB,LIC WORKS - BUILDINGjDIVISION 7 COUNTY CENTER DRIVE - OROV:ILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPOCATION DATA SHEET t Permit No. OWNER �L {'Y�.�2_ �Gyd �� A. P. No.��^�� Proposed Building Use S Building Inspector `s Date/O - 7/` At time of permit application, I was advised the following data must be submitted prior to permit processing a_ nd:/or issuance: DATE RECEIVED APPROVED `+,^y 1. All items have 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. CUSD "Fees Paid" Stamp on Floor Plan . . . . . . . . 7 Statement of Intent for Non -Heated and AC Buildings. 8,. Fees of $ . . . . , . . . 9. Letter of signature authorization. . . . . Sanitation approval fromADS� =2150t—~a f. 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. Mobi lehome Installation Data. . . . . . . . . . 17. Pre -Inspection for Pre-Inspec. request to (Date) Required. Building Inspector 18. 19. N Recorded copy of Agricultural Acknowledgment Statement. Driveway Permit. GL. When you issue the permit, process as fol lows: Mai I to owner, I to contractor; Telephone and hold for pickup at -office, Deliver w/inspector,. Other Copy of plans sent Health Dept., Fire Dept., Other Date The following data must be submitted/, or tp permit�s�uance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required:° Contract , esigner, owner, was advised of above required data by,4phone�nail—counter by=date Al ontractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by :2:z Date,/ ikfa_ Plans approved by===Zi ,4 Date Sets of plans on hold in File cabinet AP folder Copy—DPW — Flours: 10:00 a.m. - 3:00 p.m. TO: Building Department FROM: Encroachment Permit Section 7i i RE: 'Driveway Clearance" -ewfter— location AP # Driveway permit 3 S- L _ has been issued for the above property. number G� �7'6 signatu y date r TO.: Building Department FROM: Environmental Health SUBJECT: SANITATION CLEARANCE l K4 C' �1vo10 OWNE Plans approved for: 2-6 LOCATION AP # L 04t 0 Sewage Disposal Water Supply Hold final for: Water Supply Final -Clearance O.K. for: Water Supply Clearance for.bedroom home. Other Clearance for addition of Not ITARIAN DATE f r 86-37264 Return to DPW AGRICULTURAL STATE_^IEENT OF ACKNOWLEDGEMENT. FOR RESIDENTIAL DEVELOPMENT Section 26-8.1of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. `' be. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort 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, � �� p g, spraying, pruning,. and harvesting which occa- sionally generate dust smoke noise and odor. Butte.County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and pages residents within said zones and on adjacent.property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California described as follows: , LOT 362, as shown on that certain map entitled, "PARADISE PINES COUNTRY CLUB ESTATES UNIT #4", Recorded in the office of the Recorder, county of Butte, State of California, on OCTOBER 27, 1971, in Book 38 of maps; at pages 69,70,71,72 and 73. �,R bGI- '1)6-09 Date: State .A County.iLrr OFFICIAL SEAL SHARON' ROCHA a ' ` NOTARY PU6L[C"- CALIF;?MIA 4 STANISLAUS COUNTY My Comn9ssion Expires Juno 23,1987 RECORDED M OFFICIAL RECORDS �F. OF -BUTTE COUNTY CALIFORRIA ATTHE flP,EOUEST OF j f 2.. � M e✓ c� 1986 OCT 2 { AM 10: 45 ELEANOR "K BECKER CLERK=RECORDER FEE. PROPERTY OWNERS: 186372" 4=tx aC . Y On /O i before me, the undersigned, a Notary Public in and fors. said State, pers9pally appeared personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are sub- scribed to the within instrument and ack- nowledged to me that he/she/they executed the same. WITNESS my h10 and offirill seal. Sianature A§rph�M RESIDENTIAL PLAN CHECKING GUIDE 7/85 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # OWNER �/%i ��/�� A.P. # -GENERAL Zoning requirements: (sideyards' and number of permitted living units). Valuation. igned des -igeer . ylergy esign and Compliance. er y. PLOT PLAN d7 Complete par c ze and dimensions. 2. Setbacks, sdeyards, easements, etc. -' Other bui r structures. Grading, fills, drainage. /5! Flood hazard. ifs Special conditions on creation map or FLOOR PLAN compliance document. ,4.--.- Complete to scale plan with dimensions. Required,windows for light and ventilation (Sec. 1205).* equired windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec:. 5207). erl-Human impact glass (Sec. 5406).' Required room sizes, ceiling heights (Sec. 1207). G.F.C.I.'s in baths, garage and exterior outlets (Article 210-8). OAr•G Light fixtures, switches, receptacles, and exterior receptacles for mechanical equipment.. maintenance of 9. Locations of water heater heating and cooling equip other electrical or gas equipment, and plumbing fix ,ok'077* Garage firewall, door size, and closer (Sec. 503(d)(3)). A,r.- 1 - 3'0" exterior exit door (Sec. 3304(e)). 4k2' Fireplace and wood stove location. ;1j3-�' Smoke detectors (Sec. 1210) . STRUCTURAL DETAILS Fou Floor construction Elevations and wall 4.Roof construction rep ace construc .A -c- Sufficient data and etai s complete enough:to construct building. construction details complete enough to construct,.,build'n . b17 WI, tails comp e e enoug to construct ui in on aetaiis ana caics it necessary.. details to satisfy energy requirements (State Law) (Form 1). MISCELLANEOUS ITEMS TO LOOK OUT FOR ,1 --"Exposure I plywood on exposed locations and overhangs-. Stairway details landings, -rise and run, head clearance, ,3: Guardrail details (Sec. 1711 & 3306(j)).. Brick or stone veneer (Chapter 30).. Exterior plaster.- weep 'screeds (Sec. 4706). Proper roof pitch.for roof covering (Chapter 32). Rafter ties or bearing ridge beam., handrails (Sec,. 3306). RESIDENTIAL PLAN CHECKING GUIDE (CONT'D) MISCELLANEOUS ITEMS TO LOOK OUT FOR .(CONT'D) 8 -.Garage door or porch header sizes. Living area over garage �- complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (Sec. 3303 & see Mezannines 1716). ,OH -K Attic access and ventilation (Sec. 3205). Underfloor access>and ventilation (Sec. 2516). 11!!�� Wood stoves, clearances, alcoves & 1 -hour shafts. 15. Combustion air for fuel burning appliances. �6. Noise requirements on duplexes. ,1,7: Adobe soils - special foundation design. ,18. Retaining walls requiring design. Unusual shape, size or split level house requiring lateral design. A 7/85 RESIDENTIAL ENERGY PLAN CHECK/INSPECTION SUMMARY FORM Owner _L�L/� —:5— Climate Zone Permit No.. Floor Area 2O77 = Compliance path: Package O"A ❑ B ❑ C O'Point System []Budget ® Other MIN R -VALUE DESCRIPTION REQ'D INSTALLED ITEMS (1) INSULATION: •® Roof/Ceiling Q Wall ❑ Slab Floor Perimeter Raised Floor (2) INFILTRATION• ❑ (A) A vapor barrier is required in climate zones, 1,14 & 16. ® (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 Arealazing %Floor Area Single Double Triple ® Total Bldg 1W. _S- 23. Z ® North / V0. !r- (, p ® East 4b /,�I` ® South _2-3 el //.3 West 2 ® Skylights £%j Q ._ (B) Shading Shading Coefficient Description ❑ East ❑ South ❑ West ❑ Skylights ® (C) South Overhang Length of projection _ft. Description ❑ (D) Moveable insulation: Area ftz Description (E) Thermal mass ❑ Type - Area Ft.2 HC= R= MC= Location ❑ Type - Area Ft. HC= R= MC= Location Cl 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.Z HC= R= MC= Location 7/83 7/83 2 FORM' ice• '' fl (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. *1(5) HEATING, VENTILATING. AIR CONDITIONING SYSTEM (A)1'Heating [j Central Gas Furnace % (brand and model number)_ SE Btu/hr (heating capacity) ❑ Heat Pump. (brand and model number) ACOP Btu/hr (heating capacity at 47°F) ❑ Active Solar "type .(liquid or air) Collector brand and ft2 model number solar fraction collector area collector. orientation collector tilt rated y -intercept rated slope 0. Other (describe) *1 (B) Cooling �. Electric Air Conditioner (brand and model number) (seasonal EER) Btu/hr; (cooling capacity at 95°F) b ❑ Electric Heat Pump 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. Q (D) AN AUTOMATIC SETBACK shall be provided for all thermostats, except those controlling heat pumps. Q (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. Q (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.' 7/83 2 :. FORK 1 w' (6) DOMESTIC WATER .SYSTEM ❑ Gas Only Gallons (brand and model number) (tank size) ® Heat Pump w/Electric Backup (brand and model number) Gallons (tank size) 2 13* Active Solar (collector brand and model number) (rated y -intercept) (rated slope) (solar fraction) ft2 <backup heater type, brand and model number) (collector area) . (collector orientation)- (collector tilt) ❑ Location of Solar Panels ❑ Other. (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. (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 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(8), and fill out the following: Heating: Winter design.temperature 3 o °, elevation c_'22coo', heating load 46,"' BTU elevation factor 1.0 x heating load maximum outlet capacity gas Mrnace IYD D . BTU Cooling: Summer design temperature �°, cooling load x....000 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 Californi Administration Code. 7/83 GNATU F BUILDING DESIGNER OR APPLICANT 3 16. HEAT PUMP (EER) 7.5-7.9% 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% 0- WOOD STOVE 0o'CC& p ti %&N WATER -:HEATER ATTIC 7'70 % f3 OTHER Table 3-3a. Ceiling Insulation Points I R -Value of Insulation I Points I I I I I 22 I -2 I I 30 1 0 I 1 38 i +2 I 49 i +4 Table 3-4a. Wall Insulation Points I R -Value of Insulation I Points I I I I1 i -7 i 19 I 0 24 30 i +7 Table 3-5. North-Facinq Clazina Pts I I Glazing Type I I Total I 1 I Z of ST, Dbl, Trpl, I Floor l u- ► U- I U- I Axes i 0.66 10.42- 1 0.41 I I i 1.10 10.65 1 down i o +q +q +q t 0.1-1.2 I +4 ! +4 I +4 I 1 1.3- 2.3 I +1 I +2 I +2 I I 2.4- 3.6 I -2 I 0 1 +1 I I 3'7 -4.a -I -4 I 7r-1 -1 I I 4.9- 6.1 I -7 I -4 1 -3 I 1 7� 4- 8.2-I -12 I -8 I -7 1 8.3- 9.7 I -14 I -10 1 -8 1 9.8-10.8 I -17 I -12 I -lo I 110.9-12.0 I -19 I -14 1 -12 1 112.1-13.2 I -22 I -16 I -13 I i 13.3-14.5 I -24 I -18 I -15 I j14.6-15.3 i -2; i -20 i -17 TOTAL POINTS = �%L Table 3-6. T -- 'able 3-1. Slab Floor Points 1 T- -- 1 17ncula- I R -Value of Insulation I I tiun I I I Depth, --j I inches 1 0-2 1 3-4 1 5-6 1 7+ I 1 0- 11 I -5 1 -5 I -5 ' I -5 1 I 12 - 15 I -5 1 -3 I -2 I -1 1 I 16 - 19 I -5 1 -2 I -1 1 0 1 I 20 + I -5 I -1 l 0 1 +1 I I I I I I i 7/7/83 2. I R -Value of I I Insulation I Points Glazing Type I --'-1 Total I I Z -of I Sngl, I Dbl, ITrpl, I Floor I (U - I (U - I (U - 1 I Area 11.10) 1 0.65).1 0.41)1 1 1 IDO!nts looints loointsl I below 3 ZONE 11 OWNER t o*W -- «�� POINTS PERMIT NO. ASSIGNED ACTUAL 1. SLAB - INSULATION •19+ 2, RAISED FLOOR - R-19 3. CEILING - R-30 4. WALL - R-19 +t 5. NORTH GLAZING - 2.4-3.6'1 6. EAST GLAZING - 2.5-3.6% 7. SOUTH GLAZING - 1.6-3.6%�/,�� S. WEST GLAZING - 2.9-3.6%" 2.8 �' 2 9. SKYLIGHT - 0-1.3% d V 10. SHADING (Exclude Overhang) -5 EAST - I 3.7- SOUTH - .4 .19-.42 ..3 I -8 I WEST - A412 .13-.36 2.8 -8 SKYLIGHT - a'g/. 37- . 57 -2 11. HORIZONTAL SOUTH OVERHANG 2' _� d 12. ,LOVABLE INSULATION - NONE O b 13. INFILTRATION (Standard=0)(Tight=+12) 14. THERMAL MASS SF 15. GAS FURNACE (SE) 71-76% 16. HEAT PUMP (EER) 7.5-7.9% 17. DUAL PACK (SE, SEER) 8.0-8.3/71-76% 0- WOOD STOVE 0o'CC& p ti %&N WATER -:HEATER ATTIC 7'70 % f3 OTHER Table 3-3a. Ceiling Insulation Points I R -Value of Insulation I Points I I I I I 22 I -2 I I 30 1 0 I 1 38 i +2 I 49 i +4 Table 3-4a. Wall Insulation Points I R -Value of Insulation I Points I I I I1 i -7 i 19 I 0 24 30 i +7 Table 3-5. North-Facinq Clazina Pts I I Glazing Type I I Total I 1 I Z of ST, Dbl, Trpl, I Floor l u- ► U- I U- I Axes i 0.66 10.42- 1 0.41 I I i 1.10 10.65 1 down i o +q +q +q t 0.1-1.2 I +4 ! +4 I +4 I 1 1.3- 2.3 I +1 I +2 I +2 I I 2.4- 3.6 I -2 I 0 1 +1 I I 3'7 -4.a -I -4 I 7r-1 -1 I I 4.9- 6.1 I -7 I -4 1 -3 I 1 7� 4- 8.2-I -12 I -8 I -7 1 8.3- 9.7 I -14 I -10 1 -8 1 9.8-10.8 I -17 I -12 I -lo I 110.9-12.0 I -19 I -14 1 -12 1 112.1-13.2 I -22 I -16 I -13 I i 13.3-14.5 I -24 I -18 I -15 I j14.6-15.3 i -2; i -20 i -17 TOTAL POINTS = �%L Table 3-6. T -- 'able 3-1. Slab Floor Points 1 T- -- 1 17ncula- I R -Value of Insulation I I tiun I I I Depth, --j I inches 1 0-2 1 3-4 1 5-6 1 7+ I 1 0- 11 I -5 1 -5 I -5 ' I -5 1 I 12 - 15 I -5 1 -3 I -2 I -1 1 I 16 - 19 I -5 1 -2 I -1 1 0 1 I 20 + I -5 I -1 l 0 1 +1 I I I I I I i 7/7/83 2. I R -Value of I I Insulation I Points Glazing Type I --'-1 Total I I Z -of I Sngl, I Dbl, ITrpl, I Floor I (U - I (U - I (U - 1 I Area 11.10) 1 0.65).1 0.41)1 1 1 IDO!nts looints loointsl I below 3 1 -12 1 I 3-a I -8 I I 5-7 1 -6 I I 8 - 12 I -4' I I 13 - 18 I r2 I •19+ I 0 I Table 3-7. South-FacinR Glazing Pts T- I . I Glazing Type 1 I Total I 1 I 2 of ( Sngl, I Dbl, Trpl, I Floor I (U - I (U - I (U - I I Area 11.10) 10.65) 10.41)1 I I oints I dints I ointsl o +3 +3 +3 I up to 1.5 1 +2 1 +2 I +2 1 I l_ 3.61 -4 I o I a I 7•- s.2 I -4 I T I -2 I I 5.3- 6.5 I -6 I -4 1 -3 I I 6.6- 7.7 I -9 I -6 I -5 I I 1.8- 8.9 I -11 I -8 I -7 i I 9.0-10.0 1 -13 1 -10 .I -9 I ( 10.1-11.5 1 -17 I -113 I -11 I Tr -T-1 3 - 0 1 -21 I =16 I -14 I 113.1-14.5 1 -25 I -19 I -16 I 114.6-16.0 1 -28 I -22 1 -19 1 I I I I I Table 3-8. West -Facing Glazing Pts. T- T I I Glazing Type I I Total I I Z of I Sngl, I Dbl, F Trpl, I Floor I (U - I (U - I (U - I Area 1 1.10) 1 0.65) 1 0.41)1 I I oints I ofnts 1 ointsl o +B •6 +6 I up to 1.3 1 +5 1 +6 1 +6 1 1 1.4- 2.2 1 +3 1 +4 1 +5 1 1 2.3- 2.8 1 0 1 +2 1 +3 1 I r -T -T.-6 1 -3 i 'Q- I +1 I I 3.7- 4.2 1 -5 I -2 1 0 1 I 4.3- 5.0 1 -8 1 -4 1 -2 1 i 5.1- 5.6 1 -10 I -6 1 -4 1 5.7- 6.2 I -13 I -8 1 -6 I I 6.3- 6.9 t -15 1 -10 1 -7 1 1 7.0-'7.6 I -18 1 -12 1 -9 I I 7.7- 8.2 I •-20 1 -14 1 -11 I I 8.3- 8.8 I -22 1 -16 1 -13 I I 8.9- 9.5 1 -25 i -18 1 -15 1 I 9.6-10.1 I -27 I -20 I -16 I i 10.2-11.0 1 -29 I -23 I -17 I 111.1-11.8 I -35 II -21 I I -9-12.7-I -38 I -29 I -24' I 112.8-13.5 I -42 I -32 I -27 I 113.5-14.3 I -46 1 -35 1 -29 I i 14.4-15.2 I -50 1 -38 1 -32 I I I I I I Table 3-9. Sk lloht Points I 1 Glazing Type I I Total I I 1 % ofSngl,Dbl, Trpl, I Floor I U- I U- I U - I I Area 10.66- 10.42- 10.41 1 I 11.10 10.65 I down I F 44 1 44 1t4 I up to 1.3 I -1 I 0 I 0 I up to 1.3 1 +3 1 +4 1 +4 1 -3 I -2 I -1 I 11 I +t 1+2 1 +2 1 i 2.3- 2.8 1 -6 I -4 1 -3 i I 5- 3.6 1 -2 1 0 1 0 1 1 2.9- 3.6 I -9 I -6 I -5 i I 3.7- 4.6 1 -5 1 - -2 I -1 1 I 3.7- 4.2 1 -11 I -8 I -6 I 1 4.7- 5.6 1 -8 1 -4 I -3 1 I 4.3- 5.0 1 -14 i -10 I -8 I 5.7- 6.7 1 -10 1 -6 i -5 1 I 5.1- 5.6 I -16 I -12 i -10 I 1 6.8- 7. -13 1 -8 1 -7 1 1 5.7- 6.2 1 -19 i -14 I -12 I I 8- 8.7 1 -15 1-M 1 -8 1 1 6.3- 6.9 I -21 I -16 I -13 1 I 8.8- 9.7 I -1.7 I -12 1 -10 1 1 7.0- 7.6 I -24 1 -18 I -15 1 I 9.8-11.2 I -21 I -15 I -13 1 1 7.7- 8.2 I -26 1 -20 1 -17 I 111.3-12.7 I -25 I -18 -1 -15 1 1 8.3- 8.8 I -28 I -22 I -19 I 112.8-14.0 I -28 I -21 1 -18 1 1 8.9- 9.5 I -31 I -24 1 -21 I 14.1-15.3 -32 1 -24 1 -20 1 1 9.6-10.1 1 -33 i -26 -22 I 11 3.1 16.3 17.9 I I I I 0-.12 1 0 1 +1 I +3 1 TAh11 1-1n_ eh.Alw.. ( SC by 1 I Orien- I 1 Floor Area tation I East I I 3.2 I I 1 0-3.1 I to 16.4 up I I I 6.3 I I 0 -.19 1 0 1 +1 I +2 .20-.36 1 0 1 0 I ♦1 I .3�7-.66 I o 1 o I A I .67-.82 I 0 I 0 I -1 I .83 up I 1 0 I I I -1 I I -2 I South 1 0 1 3.2 1 6.4 1 8.0 1 9.6 I I to I to. I to I to I up t I I 3- 6_3 T_9 I 9�_ I 0 -.18 1 0 1 +1 I +2 I +2 I +3 I .19-.42 1 0 1 0 1 0 1 0 I 0 1 .43-.66 1 0 1 -0-1 -1 I -2 I rZ I �I -2 I -4 I ,I -4 I -6 1 � , West 1 .1 11.6 1 3.2 16.4 19.0 I to i to I to I to I up i 1.5 1 1 I 3.1 16.3 17.9 I I I I 0-.12 1 0 1 +1 I +3 1 +6 I +7 .13-.36 1 0 1 0 1 0 1 0 1 0 .37-.57 I 0 1 -1 1 -3 I -6 I -7 ZLI- LL .83 up I -2 I I I -4 1 -8 I I I -16 1 I -70 1 Skylight 1 .1 I .8 1 1.6 13.2 14.0 I to I to I to I to I to I .7 11.5 13.1 13.9 15.2 0-.12 1 0 1 +1 I +3 I +6 I +7 .137.36 1 0 1 0 1 0 1 0 1 0 .37-.57 1 0 1 -1 I -3 I -6 I .58-.82 I -1 I -3 1 -6 I -12 I -. 83 u I -2 I -4 I -8 I -16 I -20 Table 3-11. Horizontal South Overhand. Points South Glazing Length Out I Area, I of Floor I 1 from Wall I i I ft r I 10-6.3 I 6.4 up I I I I I 0 - 0.5 1 -2 -4 10.6 - 1.0 1 -2 I -3 I t 1.1 - 1.9 i -1 I -2 I I .2.0 up I 0 I 0 I Table 3-12. Movable Insulation Points I Moveable Insulation'l I I Area, Z of Floor I Points I I I I I 0- 5.5 I 0 1 I 5.6 - 11.5 .1 +2 I I 11.6 - 17.5 I +4 1 I 17.6 - 23.5 1 +6 I I -`23.6+ 1 +8 Table 3-t3. Infiltration Control Fee.tores Points I Control Features I Points I T_ I I I Standard I 0 I � I I i -1.9 air changes per hr I I I Tight I +12 1 I I I 10.6 air changes per he I I i I I Table 3-15. Cas Furnace Without _ Refrigeration Coo1_r.q Points 1 I Seasonal Efficiency I Points I . I (SE), .> � i I 71 - 76 I 0 1 I 77 - 82 I +2 I I 83 - 88 I +4 I I 89 - 94 ! +6 • I I 95 up I +8 I 1 I I Table 3-16. Heat Puma Points T I Energy Efficleney I Points I I Ratio (EER) I Beat Pump j 1 I 7.5 - 7.9 I +3 I I S.0 - 8.3 1 +6 I I 8.3 - 8.7 I +9 I I 8.8 - 9.1 I +12 I I 9.2 - 9..6 I +15 I I 9.7 - 10.2 1 +18 1 I 10.3 - 10.9 1 +21 I I 10.9 - 11.5 I +24 j 1 11.5 - 12.3 I +27 I I 12.4 - I 13.2 I I +30 I I 50-59 60-69 Table 3-17. Cas Furnace With Refrlveration Coollne Points 1Refrigeraclon) Gas Furnace I Cooling I SE I I 171-117-i 83- 89-79-5-T I 1 761 821 881 941 u I 1 8.0 - 8.3 1 01 +21 +.41 +61 +8 1 1 8.4 - 8.7 1 +21 +41 +61 +91+10 I I 8.8 - 9.1 1 +41 +61 +81+1n1+12 I I 9.3 - 9.7 1 +61 +81+101+121+14 1 1 9.8 - 10.3 1 +311101+121+141+16 1 1 10.4 - 10.9 1+101+L2i+I:1+?61+1S I 1 11.0 - 11.5 1+121+141+1614'181+20 1 1 1 1 I 1 1 7/7/83 ZONE 11 TABLE 3-14 (ADAPTED) INTERIOR THERMAL MASS POINTS MASS _ DWELLING ARF A SsUARE FOOT _ AREA 1,000 I 1,500 I 2,000 2.500 I 3,000 I 3,500 4,000 I 4,560 5,000 -' SQ. FT. I A 8 C D A 8 C D A 6 C D4 A B C 0 1 A 8 C D I A 8 C' 0 A B C D I A 6 G A __B C-� So 2 2 2 2 2 2 2 0 1 2 2 2 0 1 0 0 0 0 0 0 0 0 0 0 00' 0 0 0 0 0 C 0 o f 0. 0 0 0! ?00. 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 0. 0 0 0 0 ISO 6 6 6 4 4 4 4 2 2 '2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 2 2 OI 2 2 2 0 1 200 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( 2 2 2 2( 2 z 2 0 259 10 10 8 6 6 6 6 6 6 6 4 2 4 4 4 2 4 4 2 2. 2 2 2 2 2 2 2 2 2 Z 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 2 2 2 2 2 2 II 2 2 2 7 2. 2 2 2 350 14 14 12 8 10 1G 8 6 6 6 6 4 6 6 6 2 6 4 4 2 4 4 4 2 4 4 2 2 f 4 4 2 7I 2 2 T 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 2 I 4 4 2 2 507 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 5 a 4 4 4 2 4 4 600 22 20 18 12 14 14 12 8 12 12 10 6 10 10 8 6 8 8 6 4 8 C 6 4 6 6 6 4 I 6 6 4 2 16 6 4 Z' MO 24 24 20 14 18 16 1X 10 14 14 12 9 10 10 10 6 10 10 8 6 8 86 4 1 8 6. 6 4 1 6 b 6 41 6 6 q 2 i 230 26 24 22 16 70 16 16 10 14 14 12 0 1Z 10 10 6 10 10 8 6 10 R B 4 P 6 6 4 I 8 6 6 4I 6 5 6 . I 900 28 28 74 16 22 20 18 12 16 16 14 10 14 14 12 8 12 12 10 6 10 100 6 I 0 8 '8 4 8 8 6 41 8 8 6 t 1.('00 30 70 75 18 22 20 20 14 10 18 16 10 11 14 12 B 12 12 19 6 12 10 10 6 10 1D B 6 I 8 8 0 4j 8 E 4 i )."Do 32 37. 28 20 I24 24 22 14 20 20 18 10 16 16 14 8 14 14 12 8 12 12 10 6 10 1J 10 6 110 10 8 ( ! !J e e 1 .200 34 32 30 22 26 26 22 16 22 20 18 12 18 18 14 10 I.14 14 12 8 14 12 12 8 '12 12 10 6 f 1 J 10 8 6 ? 10 10 8 6 I i 1,100 34 34 32 22 28 26 24 16 22 22 20 12 18 19 16 10 lu 14 19 6 14 12 12 8 12 12 10 .6 I12 ?0 10 G� 10 ;ns F. u 1,400 34 34 32 24 28 28 26 18 24 24 20 14 20 20 18 12 1,8 16 14 10 14 14 12 8 14 14 12 8 12 12 ;G L. 10 19 13 5 1 I.iOO 136 34 34 24 30 30 26 18 24 24 22 14 I22 20 IS 12 18 18 16 10 !16 16 14 8 14 14 12 L, 117 12 10 f.l ;2 12 IC e i 2,000 34 34 32 22 30 30 2618 26 26 22 16 22 22 20 14 20 20 18 12 18 18 16 10 1L• 16 i4 LI 14 14 12 B { 2,500 I 34 34 30 22 I30 30 26 18 26 26 24 16 �24 24 22. 14 22 22 i9 :2 120 ZO 18 !: 1 In 15 It '❑ J,CGO 34 32 30 22 30 30 26 18 28 26 24 16 124 14 22 14 122 27 20 141 3.500 I 32 32 30 '220 30 3D 26ld 128 28 24 16 26 24 22 14 i 74 24 20 14 .1.000 32 32 30 20 I30 30 26 18 79 28 24 If 4,509 132 32 28 ZO 30 30 26 11 j i8 ,.. ?= 1e ; 72 T7 2i 29 j_ ;J 76 1? A) 1. 3'i Concrete Slab: HC•8.93; R-.29; Factor•7.J 2. 3 3/4' Thick Common Brick: IIC-7.125; R-.13; Factor -7.3 B) 1. Sk• Concrete Slab: HC -14.106; P-.458; F';.ctor-7.1 C) 1. 8" Solid Filled Block: HC -20.63; R-1.91; Factor -6.1 2. 8" Solid Filled Block With Both Sides Exposed To Conditioned Air. NOTE: Use all square footage directly exposed to conditioned air for Thermal'Mass Area: HC -10.164; R-.965; Factor -6.1 D) I" Thick Concrete/Tile: HC -2.55; R-.083; Factor! -3.7 Table 3-19. Zonally Controlled Electric Rest -stance Space Heating Points ' I Points foe chis measure will ? Table 3-20. Solar Water HealingWith Cas BackupPoints be completed after theCFTC ) I has approved an Alt(arnative 1 Component Package for ReSLstance 'I I neat. I Ta File 3-15. Active Solar Space HestIn3 wlth Cas Points I Net Solar Fraetton I Points I (VSF), Z I I I I I I 0-6 I 0 l I 7 - 14 I +2 1 I 15 - 23 j +4 I 1 24 - 30 I +6 I I 31 - 39 j +8 1 j 40 - 47 I : +10 I I 48 - 55 I +12 I I 56 - 63 1 +14 I I 64 - 71 I +18 I I 72 up I +20 I wood stove #33 points -(no back up) casablanca fan + 1 point Multifamil (per unit points) I Gas Only I I I 0 I t I Beat Pump j 1 0 I ( Solar with Electric I Floor Area I Re+lstance Backup 1 I Net Solar Fraction (NSF), Z I per unAt, 0 I I I Eleccrtc Resistance I I I 0^ 11 i -40 fc2. 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 +24 800-999 0 +3 +5 +8 +11 +14 +16 +19 1,000-1,499 0 +2 +4 +6 +8 +10 +12 +14 1,500-1,999 0 +l +3 +4 +6 +7 +8 +10 2^0 and up 0 1 +1 1 +2 +4 +5 1 +6 1 +7 +9 All others (pe bull4 ng points) _ 800-8.99 0 +5 +10 +14 +19 +24 +29 � +34 900-999 1,000••1,199 0 0 +4 +4 +9 +7 +13 +11 +17 +15 +i1 +19 +26 +30 +22 +26 1,20fi-1,499 0 +3 +6 +9 +12 +15 +18 +21 1,500-1,999 0 +2 +5 +7 +9 +12 +14 +lc 2,000-2,9:9 0 42 +3 +5 +7 +8 +10 +I1 3,000 ar.d uo 0 +1 +3 +4 +5 4.7 +9 +10 Table 3-21. Other Water System Type at!nq Pts. Points I I Gas Only I I I 0 I t I Beat Pump j 1 0 I ( Solar with Electric I I I I Re+lstance Backup 1 I I Heocing the Require- ) I I menu lit Part 2 I 1 I 0 I I I Eleccrtc Resistance I I I 0^ 11 i -40 : 1 n 11 J Ower: A L _._....-----•-.. - ------ I J. C A 'J' 1 0 N ...... . .... .................. _A_1". No. 1'1:l L: C2 2: Ulickm.!S.1; EXTERIOlt 4!11.1,(R Value). MaLcrial Th ickj js) valoe) Tie Ct i "n 1!f! Loose pill Value) y 1*1 Millill)LI I! 'I'llickile 3 Area cc)v(n:(.!(1,jj:.2 Per bag ACCO, Material I'LO OR, U.:1 FIce Value) M..1 t j..o, Ll .......... Width ........... Tllf: Owl ....... . ........ L 7 dlo abovc-, building 111c SHASTAINSULA' ON "272941 1-D"EMSE NO. S, Diu: AA .......... t.: o i U11 1:'11(! i I o T( r,ltby as All y ol: ;1re y ;10;0•1vvC.!J by 1J. i: Cal i. F.. -LICENSE, NO. (.f.7 0A Tills Cj;:j,-L-j 1-0 FINAL INSPECTION APPI-MVAL AAD A U, y SHA.M. 151-: 1. ERfIFI'CATEOF ,:'e i .; . �p3TE OF T1111#14 ?y e liTIP. I I CONFORMANCE IHE'UNDERS16NED MA NUFA C TURER HEREB Y CER TIfIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in SPRINGFIELD, OREGON , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with;- the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. _ JOB NAME: SEQUOIA SUPPLY JOB LOCATION: FAI RF.I ELD, CA CUSTOMtR'S ORDER NO. 90-25383 SIGNATURE DATE 10/2/86 MFGR'S ORDER NO. - 3807_C TITLE QUALITY CONTROL ADDRESS SO .22ND STREET ROSBORO LUMBER COMPANY DATE 10/9/96 A/TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect -at said plant is periodically -inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected and verified by the AITC Inspection Bureau. r AITC FORM IBCA AITC: Certificate No. �2 AMERICAN INSTITUTE OF TIMBE 6NSr TT UiJ I OGT ,"s 19� ✓ISI J "BUILDERS'SUPPLY A*0'4( t1W3:PANE CO. 6&1?451SE. CA © 1983 AMERICAN INSTITUTE OF TIMQER CONSTRUCTION The glulam members of the job covered by this certificate arc stamped with one of the following type quality marks. Each qualified plant has an ind,vidual qualification designation. The designation "P-143" shown on !hr typicc,l quali'y marks below is not assigned to any plant and is used only tot the put posc of illuitt.11o':. A TYPICAL CUSTOM PRODUCT QUALITY MARK P-143 I AITC d3>.7 6tiGn of qualified licensed plant QUALITY P AIDS I/A TC \IKSPECTED A190.1-1983 Inotcaies tha, the designated licensed plant ha' rnct al' r'qu r n, rte for quaLficza;c,r, and ma •?tsps ar accel;table q'Jalay coatro sys'etT is periodically inspr:;r:i by A!TC \ � In4ica': e`y io�mar�ce m ANSI'AI T C �I A19a 1—'°4 c- .;c' 'a' G!uFc Lama n ate:; T A TYPICAL NON -CUSTOM PRODUCT QUALITY MARK Identific2-,,on of StrLICtUral us:-. desia- naffed b', symbols: i B—simple stun bending member; C— compressor member; T—tension mern- be; : CE—io�tir,uous of cantilever spar USE ARCH RCH , bending ,;,ember �{ --� Desigrta',: appFatance, orou;�d _. iD- P-'1 A Z i Industria . ARCH—A,rchitecturo PREM—Premium Al _ SPECIES �� AITC oa�'pnation of qualfied lic.-nscd s U I * dry -Use adhcsives atc use;, in, (Utter %I11Y ® 000-00 QO I~ \ ID is adciec KSPECTED\\ \! Name of rood species used / ANSI/AITC r I Dcsignat_s apr�hcabiE AITC !am A190.1-195 / ,specificat,on antl Cv'R',l,)n9i,a') stir,bo' I for example: "117-82 24F or 117-82 3' Ir,d:L,aie; that the designated licensed plat(t Indicates confotn enr_e to ANSI/AITC ha, n,'r all requirements far qualification 1-190.1-1933, Situctural Glued Larf,in- - an�! (T1$' ,tarns an accrotab'c quality con•.rol ated Timber i5 pct,ojically inspected by A;T C , - c.Jsrn I�",` Cts, it .- (itiaHt, coverinc. the ptOC. i a'i in( i.iC `. n it: a{Jp!:cr:'jle documents. For r-ot-custom pruducts, essential detatls are incl'.Jded on _ht slcrnp. S T R U C T U R A L C A L C U L A.T I O N S F. 0 R TYPICAL CANTILEVER RETAINING WALLS BRANT NIGHTINGALE / DESIGNS 5346 LANCASTER DRIVE PARADISE, CA 95969 CALCULATIONS ARE IN COMPLIANCE WITH THE. 1902 EDITION OF THE UEi1=: SIGNET) oc DATE Z F 1=:AI�IK: L. TYYKOS, 'i' - 32434 --- - F L T ENG I NEER I NG'. 5790 CLARK ROAD PARADISE:, CA 95160 M 1� 1, Il r bHLA,- �,.—. _J �...-.::::........24...'...,.......$,.._...:..:: `L'�.._...:.:: : �►4 2a=:::.:-:4.-:�::1G'::::.:::;Z:=::4..¢... :4 azo ..: o.........: �. per---• ....�_.... .. _. _ .... �...... ..........-... _ �....... , '„ ...... _ .... .. �....,�., .......:. .: '... ��... { ...'II c l8 two.:- wo.: .d 4Z 12� g 5i iZ YDS..... � ,a' .•q-=. 4 - ' ; �� Yes ;mss UL"/; GOM1" STiZENGTH a �= GoNG • c 2® b4YS F'� Z, 000 f's.l.RT . IDS" R Iw1=0lzGtlJG ASTM A &Ii ' GP -,&Pm 40 AAA�� A-2 lDES RlTERIA�� ` ` CONCRETE CANTILEVER RETAINING WALL SUPPORTING R FLOOR. ' ` CODE 1982 UBC0.3 ` SUPERIMPOSED LOADS: ' MIN. DL = .010 x (3+8).= . MAX. LL = .020 x Q +.010 x (15-3) +.010 x 15 +.005 x 8 + ` +.056 x 5 = .86 k/l ALERNATE -'MIN. DL = .010 x (3+8x2) = 419 k/l Y��-- MAX. LL = .86 +.050 x 5 = 1.11 k/l.- LOADIN8 PER ABOVE IS CRITICAL FOR BOTH- BEARING (INCLUDES DL + LL) 'AND SLIDING RESISTANCE (MM DL ONLY) , ' MAX. LL - ROOF SNOW + ADD'L LIGHT ROOFDL + ADD"L HEAVY ROOF DL + ADD'LWALL DL + FLOOR LOAD (TOTAL) ALT. MAX, LL - ADD'L TOTAL FLOOR LbAD ' CALCIS FOR - A. 31-8" - SHTS. 2 & FLT ENGINEERING SUBJECT: TYPICAL CANTILEVER RETAINING .`LLS 5790 CLARK ROAD 19 B. PARADISE, CA BY: FLT DATE: 7/86 JOB NO.: 6361 20 PROJECT: BRENT NIGTHIN8ALE / DESIGNS SHEET 1 OF 6346 LANCASTER DR.,PARADISE, 7 � CA 95969' - SHTS. lDES RlTERIA�� ` ` CONCRETE CANTILEVER RETAINING WALL SUPPORTING R FLOOR. ' ` CODE 1982 UBC0.3 ` SUPERIMPOSED LOADS: ' MIN. DL = .010 x (3+8).= . MAX. LL = .020 x Q +.010 x (15-3) +.010 x 15 +.005 x 8 + ` +.056 x 5 = .86 k/l ALERNATE -'MIN. DL = .010 x (3+8x2) = 419 k/l Y��-- MAX. LL = .86 +.050 x 5 = 1.11 k/l.- LOADIN8 PER ABOVE IS CRITICAL FOR BOTH- BEARING (INCLUDES DL + LL) 'AND SLIDING RESISTANCE (MM DL ONLY) , ' MAX. LL - ROOF SNOW + ADD'L LIGHT ROOFDL + ADD"L HEAVY ROOF DL + ADD'LWALL DL + FLOOR LOAD (TOTAL) ALT. MAX, LL - ADD'L TOTAL FLOOR LbAD ' CALCIS FOR - A. 31-8" - SHTS. 2 & 3' ALT. A. � - SHTS. 18 & 19 B. 41-8" - SHTS. 4 & 5 B. - SHTS. 20 & 21 C. 51-8" - SHTS. 6 & 7 � C. - SHTS. 22& 23 . D. 61-8" - SHTS. 8,9,10 & 11 D. - SHTS. 24 & 25 E. 7'-8" - SHTS. 12 & 13. ` E. - S&S. 26 &.27 ' F. 8'-8" - SHTS. 14 & 15 Fi - SHTS. 28 & 29 G. 91-8" - SHTS. i6 & 17 8.-- SHTS. 30 & 31 15 Mr-, V L A- ' CONCRETE - ULTIMATE COMPRESSIVE STRENGTH - f'c 2000 'I - . @ 28 DAYS, ' REINFORCING - ASTM A6151 GRADE 40, ` . ALLOWABLE SOIL BEARING PRESSURE - 1500 PSFr ALLOWABLE LATERAL BRG. PRESSURE - 200 PSFv ' ' ' ' PROJECT : BRANT NIGHTINGALE / DESINS ' 'JOB NO. : 6361 DATE : 7/1986 CALCIS BY : FLT FLT EN8INEERING 5790CLARK.ROAD PARADISE, CA (916) 872-0254 SHEET Z OF 3/ SUBJECT: CONCRETE CANTILEVER RETAINING -------------------- ______________ WALL WALL DESIGN: --_________ . ' ` ' ' ' ALL CALCULATIONS ARE IN UNITS/.N. FT. GRADE SLOPE RATIO: ` ' LEVEL SOIL EQUIVALENT FLUIDPRESSURE (PSF): 30 SURCHARGE (FEET): � '' ' 0 � _.YIELD -STRENGTH REINF. (KSl): - � ' ' 40 ' ULTIMATE COMPRESSIVE STREN8THOF CONCRETE./PSI): 2000 - : GRAVITY LOADDEAD LOAD (KIP) ` LIVE LOAD'(��IP):� .� ' � .86 , OVERALL HEIGHT OF;THEWAL. O��H (FEET): ' 3.67 OVERALL HEIGHT OF THE SOIL "*Hr (FEET): 3 , THICKNESS OF WALL - TOP (INCHES): ` 6 � - BOTTOM (INCHES): 6 COEFFICIENT - a : 1,46 TOTAL EARTH PRESSURE - FWAKIP): 0.14 MOMENT - Mw (FT -KIP) :� 0.14 ` AREA REINF. (IN -.21, ' d' (IN). SIZE & SPA ( IN) ' -__________________ 0.025 3.75. 44 @ . 97.7 ' MIN VERTICAL REINF 15 % (IN^2) ^ ^ - ^ : ' 0.108 MIN. HORIZONTAL REINF,- .1 % (IN^2); 0.144 ' DESIGN REINF. - VERTICAL: � � #4 @ 24 ' - HORIZONTAL: ` :#4 @ 16 ` COMBINED STRESSES @ WALL: ��: � � . ' .' 0.09 ( 1.0 � CALCIS BY FLT SHEET OF 3/ FOOTING DESIGN: ------------ DENSITY OF SOIL (PCF): 1 i is i DENSITY OF CONCERTE (PCF): '150 OVERTURNING RATIO - MIN: 1.0 - MAX: n.5 ALLOW. SOIL BEARING PRESSURE (PSF ): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES):' 8 DESIGN FOOTING WIDTH - HEEL (INi=HES): - TOE (INCHES): 14 FOOTING KEY - DEPTH WIDTH (INCHES): 0 - BACK TO BACK OF WALL ( I Ni_ ETES) :. o TOTAL WIDTH OF FOOTING (INCHES): 22 OVERTURNING FORCE - Fo (KIP) : o.28 OVERTURNING MOMENT - Mo (FT7K I P) : 0.41 TOTAL RESISTING WEIGHT - W KIP) : o.73 RESISTING MOMENT - Mr (FT -KIP) : 0.99 OVERTURNING RATIO - SF 2.42 NET MOMENT - Mn (FT -KIP) :. 0.58 ECCENTRICITY - e (FEET) : Q, 12 ECCENTRIC MOMENT - Me (FT -KIP) : c_) 09 FOOTING AREA - A f. (FT -2): 1.83 SECTION MODULUS - S (FT"3) : 0.5E SOIL PRESSURES -�DL ONLY - SPt ( PSI ) : 558.27 < 1500 - . SPh (PSF) :. 236.44 > o SOIL PRESSURES - ADDED LL - SPt' (ISF) : M. 7E < ln0Q - SPh A PSI- .) : 1473.13 > o • SLIDING RESISTANCE - Fr (KIP) : Q.34 ;: 0.28 .FOOTING - TOE: EARTH PRESSURE L TOE - Fv (KIP) : 0.53 MAX. MOMENT C TOE - Mt (FT -KIP): 'o.33 .AREA REINF. ( IN' 2 )' . IN (IN) SIZE &- SPA (IN) ------------------------------------------------------ 0.048 4'.75 #4 L 50.1 DESIGN TOE REINF.: #4 @ 24 �. . . ' WALL: ' , �� ' 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. ' GRAPE SLOPE RATIO: � LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET) : _ 0 YIELD STRENGTH REINF. (KSI): 40 � UL.TIMATE COMPRESSIVESTREN8TH OF CONCRETE (PSI ) ; 2000 ' GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): .86 OVERALL HEIGHT OF THE'WALL - H (FEET) : 4.67. ' OVERALL HEIGHT OF THE SOIL - Hr (FEET) : 4 THICKNESS OF WALL - TOO (INCHES): 6 - HS) : BOTTOM (INCE 6 COEFFICIENT- a : ` 1.46 ' ^4TOTAL EARTH PRESSURE - Fw (KIP): 0.24 MOMENT - Mw (FT -KIP): * ^ ' 0.32 . ` AREA REINF. (IN -2f ' d ' ( IN) ' SIZE & ________________________________----------------- ` JPA ( IN) _______________ .0.058 . 0.058 3.75. _ *4 @ 41. 2 MIN. VERTICAL REINF. - .15 %(IN^2): 0.108 MIN. HORIZONTAL REINF. -%;2 % (`IN^2) : 0.144 DESIGN REtNF._- VERTICAL::. �� #4''.@. 24 . -` HORIZONTAL: #4 @ ,�..-^._. ._._..__ . � . 16 FLT'ENGINEERING 5790 CLARK -ROAD PARADISE' CA (916) 872-0254 b'KESSE- � e w��: � 0.18 < 1.0 ' ^ � �-- ' - --^- `'~ ^^ DENSITY OF CONCERTE (PCF): 100 150 OVERTURNING RATIO - MIN: 1.5 - ' ALLOW.SOIL B MAX:''' -- BEARING PRESSURE (PSF): ^ 25 - - 1500 ' ALLOW.* LA-- _ _..�.`.� u� : BEARING PRESSURE (PSF) - (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 - DESIGN FOOTING DEPTH (INCHES): � ' 10 'DESIGN FOOTING WIDTH - HEEL (INCHES). 2 - TOE (INCHES) : 18 FOOTING KEY - DEPTH & WIDTH (INCHES): � - BACK TO BACK OF�ALL (INCHES'):-.' �0 - ' . TOTAL �IDTH OF FOOTING (INCHES)*.-''- 26'' . - � OVERTURNING FORCE -~ �' (KIP): ' ' ' �' . 045 ' OVERTURNING MOMENT - Mo (FT -KIP,): ' '� - 0^83 ` TOTAL RESISTING wEI8H7[- �J (KIP): � ' ' ^ 0 9� ' ......RESISTING MOMENT - Mr (FT�KIP) (FT -KIP):.. : -TURNIN8 ' ^ 1 58 ` RATIO -�[F'' , ^ � ~ NETENT - �n (FT -KIP' ' '_. /: ' E, ---'.CENTRICITY ` ' ` � - e (FEET): � 0 75 ` ^ - ` ECCENTRIC MOMENT - Me -'(FT -KIP).-.,--:' 0 31 ^ � .:FOOTING AREA - Af (FT^2): 0 30 ^ - �- :SECTION MODULUS (FT -%3):. 2 17 ^ - ' 0.78 SOIL PRESSURES - DL' -ONLY - SPt (PSF): 833.96 < 1500 � SPh (PSF)-. PRESSURES ADDEDLL:- SPt' (PSF): 59.51 > 0SOIL 498.10 < 1500 ' - SPh' (PSF) . ., : 1189.21., 0 ' SLIDING RESISTANCE - F� (KIP): . Q.48 > 0.45 FOOTING - TOE: EARTH -PRESSURE @ TOE - Fv (KIP). MAX. MOMENT @ TOE - .t (FT -4 -','IP): 0^85 .. 0.74 AREAREINF. (IN^2) 'd'(IN) SIZE &SPA -------------------------------------------------------- ____ _________________ ________�_________ ��------ 0.075 6,75 #4 @ 32.2 ` DESIGN TOE REINF : ' . #4 @ 24 ` `. ` PROJECT : BRANT NIGHTINGALE /, DESlGNS ' JOB NO. : 6361 DATE : 7/1986 . CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING . WALL . ' WALL DESIGN: --__________- . ALL CALCULATIONS ARE IN UNITS/LN. FT. � ` ` GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENTFLUID.PRESSURE (PSF): 30 SURCHARGE (FEET) ` : 0 YIELD STRENGTH REINF, (KSI): - 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ` GRAVITY LOAD- DEAD LOAD -(KIP).- � - ' . .11 - LIVE LOAD (KIPK: � ` � .86 OVERALL HEIGHT OF THE WALL " H (FEET):' 5.67 � OVERALL HEIGHT OF THE SOIL -.Hr (FEET): 5 'THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT 1.46 � TOTAL EARTH PRESSURE - Fw (KIP): 0.38 -MOMENT - Mw (FT -KIP): * ^ o.63 AREA REINF. (IN^20 '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 DESIGN REINF. - VERTICAL: 44 @ 18 - HORIZONTAL: 44 @ 16 ENGINEERING 5790 CLARK'ROAD PARADISE, CA (916) 872-0254 SHEET a OF. 31 WALL: o`xmunLo e w*��: 0.32 < 1.0 ^ CALCIS BY FLT SHEET % OF 3/ FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO — MIN: 1.5 — MAX: _.0 'ALLOW. SOIL BEARING PRESSURE (PSF) : %1;0O ALLOW. LATERAL BEARING PRESSURE (PSF) : 20c i FRICTION COEFFICIENT — Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH — HELL (INCHES): 2 — TOE (INi=HES): 26 FOOTING -KEY — DEPTH & WIDTH (INCHES): 9 — BACK: TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 04 OVERTURNING FORCE — Fo (KIP) : 6.67 OVERTURNING MOMENT — M� ; (F T—k::I P) : 1.48 TOTAL RESISTING WEIGHT — W (KIP) : 1.29 RESISTING MOMENT — Mr (FT—KIP): 2.78 OVERTURNING RATIO — SF 1.87 NET MOI"IEN'T — Mn (F'T—E:: I F') : 1. 29 ECCENTRICITY — e (FEET): 0.41 -ECCENTRIC MOMENT — My (FT—K: I A : 0.53 FOOTLNG AREA — Af (FT` 2) : 2.133 SECTION MODULUS — S (FT -3:): 1.34 SO LL "PRESSURES — DL ONLY — SF't (F'SF) : B51.20 <:: 1000 — SPh (PSF) : 58.20 > i i SOIL PRESSURES:; — ADDED LL — SPt' • (PSF) : 511-96 <'1500 �0 —• SPh' ( PSI-) : 1004.50 . 0 SLIDING RESISTANCE.— Fr (KIP): 0.65 <:: 0.67 FOOTING — TOE: EARTH PRESSURE L TOE — Fv (KIP).— 1.19 MAX .. MOMENT C TOE .— Mt (FT—K: I P ).:i.52 AREA REINF-. ( IN` 2) ' d' (IN) SIZE 0 SPA (IN) — 0.119 B.75 #4 L 20.2--- DESIGN TOE RE I NF A a#4 L 18 PROJECT BRANT NIGHTINGALE / DES' .I GNS FLT ENG I NEEP: I Nl JOB NO. : 6361 5790 CLARK ROA1 DATE 7/1986 PARADISE, Ci (916) 872-025- CALL'S BY FLT SHEET �D OF 3, SUBJECT: CONCRETE CANTILEVER RETAINING ------------------------------------ WALL WALL DESIGN: ------------ ALL CALCULATIONS AF::E IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): LEVEL SURCHARGE (FEET): �0 YIELD STRENGTH REINF. (KSI): 0 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 4 a(j!j GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): •11 OVERALL HEIGHT" OF THE WALL.- H (FEET): X36 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 6.67 :THICKNESS OF WALL - TOT (INCHES):. E° - BOTTOM (INCHES): 8e COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw.(KIP): MOMENT -.Mw (F T -K' I P) : 0.54 . 1.08 AREA__RE I NF.(I N_2') - --- d' C IN) 5 I Z E (IN) -- -°<_SPA_ 0.128 5.75 +' #4 @ 18. 7 -- MIN. VERTICAL REINF. - -15 % (IN'''-') : MIN. HORIZONTAL REINF. - 2 / (IN'` -2): 0' 14 4. 0.192 DESIGN REINF. - VERTICAL: #4 @' 16, - HORIZONTAL•, #4 @ 12 COMBINED STRESSES @ WALL: 0. 24 < 1.0 im CALC"S BY : FLT FOOTINGDESIGN: ------------- ' DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: ' - MAX: Au-uw. 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 - DEPTHA ,'DTH (INCHES)i - BACK TO BACK OF WALL -(INCHES): TOTAL WIDTH OF FOOTING (INCHES): _ OVERTURNING FORCE - Fo (KIP>: OVERTURNING MOMENT - Mo (FT -RIP): TOTAL RESISTING WFI8HT - W � (KIP) : RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF ET MOMENT - | �Mn (FT -KIP): : ECCENTRICITY - eAFEET): ECCENTRIC MOMENT- Me (FT -KIP): FOOTING AREA - Af (FT -2): 'SECTION MODULUS - S (FT^3) :� ' ` * ' .S�IL PRESSURES— DL ONLY - SPtZ(PSF): '- SPh (PSF)-: .SOIL PRESSUKES - ADDED LL - SP ' '(PSF): - SPh'(PSF): ` SLIDING RESISTANCE -Fr (KIP):. SHEET ? OF 351 100 150 1.5 2.5 '1500 200 0.35 12 2 26 1() 36 0.88 2.26 1.75 4.02 1.78 1.76 0.49 /}.87 3.00 ' 1.50 ` 1161.33 < 1500 6.13 > 0 874.66 < 1500 866.13 > 0 * 1.29 > 0.88 FOOTING - TOE: ' EARTH PRESSURE @ TOE- Fv IP)� (K 1.61 OMENT @ TOE Mt (FT KIP) ' MAX.. - (FT -KIP): 2.07 AREA REINF. (IN -2) 1 'd'(IN) ' SIZE & SPA (IN) ---------------------- 0.182 8.75 #4 @ 14.8 DESIGN TOE REINF.: #4 @ 12 FLT ENGINEERING PROJECT : BRANT NIGHTINGALE / DESI:QNS 5790 CLARK ROAD JOB N0: : 6361 PARADISE, GA DATE A 7/1986 (916) 872-0254 CALCIS BY FLT SHEET /O OF c3/ SUBJECT: CONCRETE CANTILEVER RETAINING ----------------------------------- WALL WALL DESIGN: ALL CALCULATIONS ARL-" IN UNITS/LN: FT. GRADE SLOPE RATIO: LEVEL SOIL POUIVALENT FLUID PRESSURE (PSF): 'ii SURCHARGE CFEET) : YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 20 0 GRAVITY LOAD — DEAD LOAD (KIP): .11 — LIVE LOAD.(KIP): .B6 OVERALL HEIGHT.O THE WALL —.H (FEET): 6. O7 OVERALL HEIGHT OF THE.SOIL — Hr CFEFT): 6 THICKNESS OF WALL — TOP c:INCHES): 8 — BOTTOM CINCHES).: 8 COEFFICIENT — a : 1.46 TOTAL EARTH PRESSURE — Fw C K I PJ • 0. 54 MOMENT —. Mw .. (FT—KIP) : AREA REINF. (IN"22) G(IN) SIZE & ----------- SPA (IN) 0.130 5.6'3 ---#5•--@—•-28. 7---- MIN. VERTICAL REINF. — .15 0.144 MIN. HORIZONTAL REINF. -- .2 % (INS•••& : 0.192 DESIGN REINF.. - VERTIi_AL: ##5 @ 24 . — HORIZONTAL: #5' C 18 COMBINED STRESSES @ WALL:' ii,.y4. :; 1.0 � CALCIS BY : FLT � ` FOOTING DESIGN~ ' � _______--______ ` ` ' _ DENSITY OF SOIL (PCF): � DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE (PSF): i ALLOW. LATERAL BEARING PRESSURE (PSF): / FRICTION COEFFICIENT -Fc: _ � DESrGN FOOTING DEPTH (INCHES): ' DESIGN FOOTING WIDTH - HEEL (INCHES): ' ! - TOE (INCHES): | FOOTINGKEY - DEPTH & WIDTH (INCHES): i - BACK TO BACK OF WALL (INCHES): � TOTAL WIDTH OF FOOTING ( INCHES): � ' OVERTURNING FORCE - � (KIP): i '- OVERTURNING MOMENT M '— (KIP): - o (FT -KIP): � TOTAL -RESISTING WEIGHT - W (KIP) | �: RESISTING MOMENT M ` ' - ' � - r (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 (| SF) : ' ^ - SPh (PSF)� SOIL PRESSURES - ADDED LL - SPt' (pS^): - SPh' (1:�SF): SLIDING RESISTANCE - Fr (KIP): 100 150 1.5 2.5 '1500 `200 8.35 12 2 26 10 8 36 0.88 2.26 1.75 4.02 1.78 1.76 0.49 ' 0.87 ` 3.00 1.50 ` 1161.33 < 1500 6.13 > 0 874.66 < 1500 ' 866.13 > 0 1.29 > 0.88 ` FOOTING - TOE: ` EARTH PRESSURE @ TO ` E - Fv ( �IP): MAX ^ MOMENT @ TOE - Mt (FT"Ip)�: 1^61 '` 2.07 .AREAREINF. (IN` -2)(|.) 2) � � 'd'{Iw) ' SIZE &�SPA ----------------------------- _______ � 0.163 #5 @ 22.8 DESIGN TOE REINF : .'#5 `@ 22 � PROJECT : BRANT NIGHTINGALE /.DESI•GNS FLT ENGINEERING JOB NO. : 6361 5797 CLARK ROAD DATE 7/19E36 PARADISE.,' .6 CA�-U':'S4 � (916) B GALL'S BY FLT SHEET /Z OF J/ SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL.. DESIGN : ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQU I VALENT FLUID PRESSURE (PSF) : LEVEL 30 SURCHARGE (FEET):. YIELD STRENGTH REINF, (KSI):. � � ULTIMATE COMPRESSIVE STRENGTH - OF CONC-RE TE (PSI): 40 -:z-000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): . 11 OVERALL HEIGHT OF THE WALL - H.(FEET): .86 7;67 OVERALL HEIGHT OF THE SOIL -'Hr (FEET): 7 THICKNESS OF WALL - TOP (INCFIES): 8 - BOTTOM (INCHES): 8 COEFFICIENT - a 1.46 TOTAL EARTH PRESSURE - Fw (KIP); .MOMENT - Mw (FT -KIP) : 0. 74 1.72 'd'(IN)SIZE& SPA (IN) (IN_"2)'_--- AREA _REINF. --------------------------------------- - ---- - 0. 206 5.69 45: @ .18.1 MIN. VERTICAL REINF. --.-15 % (IN" -2'): ��- 14 MIN. HORIZONTAL REINF. - .2 (Iii.,• j : 0.19 DESIGN ' REINF. - VERTICAL:. #5 @ 18 , - HORIZONTAL: 45 @ 18 COMBINED STRESSES C WALL: 0.37 : 1.0 HEIGHT FROM TOP OF THE -WALL'- Ham: (FEET): 4 67 HEIGHT FROM TOP OF THE .SOIL - Hr ' (FEET): � THICKNESS OF WALL -.BOTTOM'? (INCHES): 8. 00 TOTAL EARTH PRESSURE—', F'w2 (KIP): MOMENT @ Hw3 -- Mw'2 (FT' -KIP): 0. 4- 0'�. AREA REINF. ' (IN'` -2) ' d' (IN) :. SIZE & SPA (IN) 0.038 5.69 #5 - 96.9 DESIGN REINF: - VERTICAL: #5 @ 24 FOOTING DESIGN: ----------------- SHEET /.? OF 3/ DENSITY OF SOIL (PCF): : 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO — MIN: 1.5 — MAX: ALLOW.SOIL BEARING PRESSURE (PSF) : 2:5 "15� 5 ALLOW. LATERAL BEARINim PRESSURE (PSF): ,`00 FRICTION i_OEFFICIENT — Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 1: DESIGN FOOTING WIDTH —:HEEL (INCHES): — TOE (INCHES): 34 FOOTING KEY — DEPTH & WIDTH (INCHES): 10 — BACK TO BACK: OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTIN (INCHES): _ 44 OVERTURNING FORCE"— ORCE"—OVERTURNING OVERTURNINGMOMENT — Mo (FT—f : I P) : J-13 TOTAL RESISTING WEIGHT.— W (KIP): 2.26 RESISTING MOMENT — Mr (FT -KIP) :, =�� .. OVERTURNING RATIO — SF 1. E31 NET. MOMENT — Mn (FT—KIP); ._,. ECCENTRICITY — e c: FEET) : . 64 ECCENTRIC MOMENT — Me (FT—KIP): "0;55 FOOTING AREA — A f (FT''••2) : 1.13 .S.E.CTION MODULUS —.S (FT03): 3.67 2.24 SOIL PRESSURES - DL ONLY — SPt (PSF+): 1 064.24 4 1500 P LL 1 _ SOIL PRESSURES -- ADDED LL — SPt'. is PSF) : 757.05 . 1500 _ SLIDING F:ESISTANCE — Fr (K::IP) • 1.35 > 1.13 FOOTING — TOE: E6PTH. P1- ESAURE @ TOE — Fv (Kipy;' 1.91 MAX. MOMENT @ TOE — Mt (FT—KIP.) ;,-_, . AREA REINF. (IN'2) rd'(IN) SIZE & SPA (IN) DESIGN TOE F E•1•NF.: #5 @ 12 PROJECT : BRANT NIGHTINGALE A DESIGNS 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 /1 OF T 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. (K:SI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCI :'ETE A PS I) : 2000 GRAVITY.LOAD - DEAD LOAD (K.IP): .11 - LIVE LOAD (KIP): .86 OVERALL HEIGHT OF THE WALL - H (FEET): 8.67 OVERALL HEIGHT OF THE SOIL - Hr (FEET): G. THICKNESS OF WALL -.TOP (INCHES):. 8 - BOTTOM (INCHES): 8 COEFFICIENT -.a 1.46. TOTAL EARTH PRESSURE - Fw (KIP) : 0.96 MOMENT - Mw (FT -K -IP): 2.56 . .AREA REINF. (INQ) I dI (IN) SIZE & SPA (IN) 0.307 5.69 #5 C 12.1 MIN. VERTICAL REINF. -..15 % (IN -2): 0.144 MIN. HORIZONTAL REINF. 02'.% (IN"2): 0.192 DESIGN REINF. —VERTICAL: 45 @ 1' - HORIZONTAL:. #5 g 18 COMBINED STRESSES.@ WALL: 0.55 : 1.0 HEIGHT FROM TOP OF THE WALL'- H2 (FEET): 5167 HEIGHT FROM TOP OF THE SOIL - . Hr'2 (FEET): 5 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.38 MOMENT @ Hw2 - Mw2 (FT -i --,IP):. 0.63' AREA REINF. (IN''2) Idl (IN) SIZE & SPA (IN) ' 0.075 5.69 #5 L 49.6 DESIGN REINF". - VERTICAL: #5 @ 24 ` CALCIS BY : FLT FOOTING DES I8N:� � / ___-_�-___-____`' ` 3.73 ^ � . � `''` . ` �� DENSITY OF SOIL (PCF): '' � `' . �� ' ' 100. ` �. DENSITY OF CONCERTE (PCF): ' �` 15A ' ` ' 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): 15 DESIGN FOOTING WIDTH -HEEL (INCHES): 2 - TOE (INCHES).; 42 FOOTING KEY - DEPTH & WIDTH (INCHES):' 10 `- BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): - 52 OVERTURNINGFORCE - Fo (KIP): ' 1 . 48 OVERTURNING MOMENT - Mo (FT -KIP): _ 4.88 � TOTAL RESISTING WFI6HT - W (KIP): 2.55 ' RESISTING MOMENT - Mr (FT -KIP): 8. OVERTURNING RATIO - SF ` 1.76 SHEET �7-OF ` NET MOMENT - Mn (FT -KIP); 3.73 ECCENTRICITY-- e (FEET): 0.71 ' ECCENTRIC MOMENT - Me (FT -KIP): 1.81 ' . FOOTING AREA - Af (FT^2): 4.33 SECTION MODULUS - S (FT -`3): 3.13� ` .SOIL PRESSURES— DL ONLY - / r SPt (PSF): . ' 116G.46 < 1500 '- SPh (PSF): l2.67 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 906.94 < 1500 - SPh'� (PSF): 668.12 > 0 SLIDING �ESISTANCE Fr (KIP): ` 1.76 > 1.48 FOOTING - TOE: '.EARTH PRESSURE @ TOE _Fv {KIp): 2.45 MAX. MOMENT @ TOE - Mt (FT -KIP): ' 5.24 AREA REINF. (IN^2) "d'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.306. -----------------------------------------------0.306 11.69 #5 @ 12.2 DESIGN TOE REINF. : �` , #5 @ 12 PROJECT. : BRANT NIGHTINGALE / DES.I'GNS. FLT ENGINEERING JOB NO. :'6361 5790 CLARK ROAD DATE : 7/1986 PARADISE, CA ( 916 ) 872-0254 CALCIS BY FLT SHEET A OF 3/ SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT, GRADE SLOPE PATIO: SOIL EQUIVALENT FLUID PRESSURE (PS"F): LEVEL SURCHARGE (FEET): 30 YIELD STRENGTH REINF. (KSI): O ULTIMATE COMPRESSIVE STRENGTH OF CONCRAE (PSI): 40 -2000 Uca GRAVITY LOAD - DEAD LOAD (KIP): -- LIVE LOAD lKip) : i l OVERALL HEIGHT OF THE WALL - H (FEET): 86 069.67 OVERALL HEIGHT OF THE SOIL -.Hr (FEET): � � 67 THICKNESS OF WALL - TOP (INCHES); ` - BOTTOM (INCHES): 8 8 COEFFICIENT - 1.46 TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT-kJP:> : 1.22 3.65 AREA REINF. (INQ) '.d' t IN) SIZE & SPA (IN) ------------------- .0.437 5.69 »- -..-.-#5......-C-.-8..•5»-."".... MIN. VERTICAL REINF..- .15 `/. c:IN" ) MIN. HORIZONTAL REINF. - 0.144 DESIGN REINF. - VERTLCAL: #5 @ 8 - HORIZONTAL: #5 C 18 COMBINED STRESSES @ WALL: 0.77 :: 1.0 HEIGHT FROM TOP OF.THE WALL - H2 (FEET) -.6.670 HEIGHT FROM TOP OF THE SOIL •- Hr's ( FEET) : 6 THICKNESS OF WALL .- BOTTOM:: (INCHES): 8. on . TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @Hw (FT -F--: : 0.54Mw 1.08. .AREA----------------------- RE•INF_(IN_-- 3(IN)-SIZE,�.SPA (IN) �)--vd - ---»» #S @8. 7 DESIGN REINF. - VERTICAL: #5 @ 24 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF C:ONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING PRESSURE 4 PSF 7 : ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFF'IC:IENT - 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): OVERTURN I Nim RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me &T -KIP): FOOTING AREA - Af (FT' ): -SECTION MODULUS - S (FT`''•3) : SOIL PRESSURES - DL ONLY - SF't (PSF:): - SPh. (F'SF) : SOIL PRESSURES - ADDED LL - SPt' (PSF): ••- SPh l (PSF): SLIDING RESISTANCE -- Fr (KIP) : FOOTING - TOE SHEET /! OF 31 100 150 1.5 2.5 1540 04 & 35 15 50 1�� 8 60 1.79 6.51 2.91 11.42 1.75 4.91 4.81 2.36 5. oo 4.17 1147.34 < 1300 15.01 ;: 0 906.54 < 150o 599.01 5-0 1.89 > 1.79 EARTH PRESSURE @ TOE.- Fv (KIP): 2.81 MAX.. MOMENT @ TOE - Mt (FT-KIF'): 7.23 AREA REINF. (IN'''2) ,d'(IN) SIZE & SPA (IN) i i, 422 1 1.6'3 ----# J @ --- F3. E3-•--- DESIGN TOE REINS.: 4:p 5 @ E3 FLT ENG I NEED:: I Ni= PROJECT : BRANT NIGHTINGALE / DESIGNS 5790 CLARK ROAE JOB NO. : 6361 -- ALTERNATE PARADISE, Cp DATE : 7/1986 (916) 87'-0254 CALCIS BY FLT SHEET 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): 4C ULTIMATE ,COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD'- DEAD LOAD . (F I P) : - LIVE LOAD (KIP):. ' OVERALL HEIGHT OF. THE WALL - H (FEET): 3.67 OVERALL HEIGHT OF THE SOIL = Hr (FEET):,- 3 ' THICKNESS OF WALL -'TOP -(INCHES): 6 - BOTTOM .(INCHES): 6 COEFFICIENT - a': 1.46 TOTAL EARTH PRESSURE -. Fw 0.1 I P) 14 . MOMENT - Mw (FT -KIP): :. .0.14. AREA REINF. (IN`2) 'd' (IN) SIZE &. SPA '(IN) o.025 3.75 #4 @ 97.7 MIN. VERTICAL REINF..- .15 % (IN.` -2): .0.108 MIN. HORIZONTAL REINF. - .2.% (IN^2): 0.144 DESIGN REINF. - VERTICAL: #4 @ 24 - HORIZONTAL: 4#4 @ 16 COMBINED STRESSES @ WALL: 0.10 <: 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 DEPT -H (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 OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP) : RESISTING MOMENT - Mr (FT-k:IP): OVERTURNING RATIO SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET):.' ECCENTRIC: MOMENT - Me. ' (FT -KIP) e FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT"•3): .SOIL PRESSURES -.DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SFT (PSF): - SPh SLIDING RESISTANCE - Fr (KIP) : FOOTING - TOE: EARTH PRESSURE C TOE - Fv (KIP): MAX. MOMENT C TOE -- Mt. (FT -KIP) : AREA REINF_(IN_ ____ 2)ld�(IN)__--SIZE_- uSPA_(IN) ------------------------------ _ 0.055 4.75 #4 L 43.8 -_ DESIGN 'TOE RE I INF. # @ 24 SHEET /9 OF 3 100 150 1.5- 2.5 .52.5 1500 200 0. 35 8 6 12 0 U 4 0.28 0.41 0-95 1.25 3.07 0.84 0. 11 0.10 2.00 0.67 630.47 < 1500 317.01 > 0' 769.22 < 15C )o 1288.26 0 0.42 > 0.28 0.90 0.38 C • FLT ENG I NEER I Ni_, PROJECT . BRANT NIGHTINGALE / DESIGNS' 5790 CLARK ROAL JOB N0. : 6361 - ALTERNATE PARADISE,. CA DATE : 7/1986 (916) 872-0254 CALCIS BY : FLT SHEET Zo OF- SUBJECTo CONCRETE CANTILEVER RETAINING WALL'. WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE .RATIO: 7 LEVET_ SOIL EqU I VALENT FLUID PRESSURE (PSF:) : So SURCHARGE (FEET): ii YIELD STRENGTH REINF-. (KSI) .- 40 ' ULT I MATE \= OMPRESS I VE STRENGTH -OF CONCRETE -(PSI): .2000 00 GRAVITY LOAD - DEAD LOAD (KIP) : .19 -- LIVE LOAD (KIP) : 1.11 OVERALL HEIGHT OF THE WALL - H (FEET): 4.67 OVERALL HEIGHT OF THE SOIL - Hr (FEET) : 4 THICKNESS OF WALL - TOT' ( INCHES) : 6 —. BOTTOM ( INCHES) : 6 COEFFICIENT - a : 1.46 TOTAL EARTH PRESSURE — F w ( k: I P) : 0.24 MOMENT — Mw AFT—KIP): 0.32 AREA REINF. (IN''' -2) 'd! (IN) SI ZE` 8< SPA (IN). ' 0.058 .3.75 04 L 41.2 MIN. VERTICAL REINF. .— .15 % (IN`'`2) : 0.108 MIN. HORIZONTAL REINF. — .' % ( IN'''•'2) :. 0.144 DESIGN REINF. VERTICAL: #4 C '24 — HORIZONTAL: a#4 @ 16 COMBINED ';STRESSES.@ WALL:, •.:: -1. -1.0 '.CALL' S BY FLT SHEET 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): 20o FRICTION COEFFICIENT - Fc: A35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL (INCHES): 6 - TOE (INCHES): 14 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL C INCHES) : t i TOTAL WIDTH OF FOOTING (INCHES): 2E OVERTURNING FORCE - F� � (KIP) : .0.45 OVERTURNING MOMENT - Mo (FT-K:IP): 0.03 TOTAL RESISTING WEIGHT- W k 1p; ; 1.20 RESISTING MOMENT.- Mr (FT -KIP): i-_77 OVERTURNING RATIO - SF 2.13 NET MOMENT - Mn . (rT-K:IP) : 0.94 . ECCENTRICITY -,e (FEET): 0.30V_ ECCENTRIC MOMENT - Me (FT-K:IP): 0.37 FOOTING AREA - A f (FT"2) :2.17 SECTION MODULUS - S (FT -3) :. .. 0.70 SOIL PRESSURES - DL ONLY - SPt (PSF): 1 0'23.:_5 < 1500 - SPF (PSF) : 87.76 > 0 SOIL PRESSURES.- ADDED LL - SPt' (PSF):. 1062.66 < 1500 - SPF ' ASF) : 1072;96 > 0 SLIDING RESISTANCE - Fr (KIP)-. 0.56. ':• 0.45 FOOTING - TOE: EARTH PRESSURE L TOE - Fv (KIN: 1.24 MAX. MOMENT C TOE - Mt. (FT -KIP) : 0.71 AREA REINF. (IN`''2) ' dl (IN) SIZE y,, SPA (IN) ------- 0.071 6. 75 #4 Cq 33.6 DESIGN TOE RE I NF .: #4 0 24 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 RPINF- i F:_SI) a FLT ENG I NEER I NW ... 5790 CLARQ ROAD1 i PARADISE, CA (916) 872-0254 SHEET Z2 OF _EVEL 3 0 J 1 . 10 — LIVE LOAD (FIP): 1.11 OVERALL HEIGHT OF THE WALL H (FEET): 5.67 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.I P) : 0.63 .AREA REINF. (IN�2) 'd'(IN) SIZE & SPA (IN) 0.114 #4 @ 21.1 MIN. VERTICAL REINF. — .1i % c: IN -2) : 0.108 MIN. HORIZONTAL REINF. — .2'% (IN'2): 0.144 DESIGN REINF. — VERTICAL: #4 @ 18 — HORIZONTAL: #4 @ 16 COMBINED STRESSES A WALL: 33 1. 0 CALCIS BY : FLT SHEET- 23 OF' FOOTING DESIGN: ----------------- DENSITY OF SOIL T PCF) : 100 .DENSITY OF CON: 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 - F o : 0.35 DESIGN FOOTING DEPTH (INCHES):- INCHES): DESIGN FOOTING WIDTH - HEED :INCHES): DESIGN G - TOE (I Ni HES) : 20 FOOTING KEY - DEPTH &. W I DTH " (INCHES) : 0 - BACK TO BACK OF WALL (INCHES): o TOTAL WIDTH OF FOOTING (INCHES): 3' OVERTYRN I NP FORCE - Fo S K I P) e 0.63. OVERTURNING MOMENT - Mo (FT!KIP) : 1.38 TOTAL RESISTING WEIGHT— W (KIP) : 1.45 RESISTING MOMENT - Mr (FT -KIP): 2.79 OVERTURNING RATIO - SF 2.03 NET MOMENT - lln ( FT -k-*: I F') : 1.41 ECCENTRICITY - e (FEET): ii. 36 ECCENTRIC MOMENT - Me (FT -KIP): i i. 5 FOOTING AREA - A f (FT -2): 2.67 SECTION MODULUS,- S- ( FT" 3) : 1 . 1'9 SOIL PRESSURES - DL . ONLY - SPt (PSF) : 987.58 : 1500 - SPh (: F -'SI-) : 103.02 . 0 SOIL PRESSURES - ADDED LL - SPt ' (PSF) : 857.50 < 1500 '- SPh l (PSF) : 1065.59 >'O . SLIDING RESISTAN=:E - Fr (KIP): 0.65 0.63 FOOTING -- 'TOE: EARTH PRESSURE C TO - Fv (KIP): 1 . 19 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.1 AREA REINF. CIN''•' ) vd9 (IN) -SIZE & SPA (IN) 0).110 6.75 #4 @ 21.3. DESIGN TOE REINF.: #4 0 18 PROJECT : BRANT NIGHTINGALE / .DES T GNS . JOB NO. 6361 - ALTERNATE" DATE : 7/1986 CALL'S BY SUBJECT: CONCRETE CANTILEVER RETAINING . WALL ---------------------------------- WALL .DESIGN: -------------- ALL CALCULATIONS ARE IN UNITS/LN. FT: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (9.16) 872-0254 SHEET 2,4 OF 3% GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE ( FEET) d o YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCR&E (PSI): 2000 GRAVITY LOAD.:- DEAD LOAD (KIP)d .19 — LIVE LOAD .(KIPS: 1.11 OVERALL HEIGHT OF THE WALL,7 H. j FEET) : 6.67 OVERALL HEIGHT OF THE SOIL-- Hr CFEET): 6 THICKNESS OF WALL'— TOP(INCHES): 81 - BOTTOM ZI LACHES) : .8 .COEh F I C I ENT - 'a 1.46 TOTAL EARTH PRESSURE — F w C K I P) : 0.54 MOMENT - Mw (FT --.KIP) : 1.08 AREA REINF. (I N` 2) 9 d' (I N) SIZE & SPA (IN) 0.13o 5.69 #5 C 28.7 MIN. VERTICAL REINF. — .15 % (IN"2) : 0.144 MIN. HORIZONTAL REINF. "- . % (IN•''2) : 0.192 DESIGN REINF. -" VERTICAL: *5 L 24 — HORIZONTAL: #5 @ 18 COMBINED STRESSES L WALL: 0.25 25 < 1.0 CALC»SBY : FLT FOOTING DESIGN: ' _______________ ��^�� --------------- SHEET 01 -OF Z// u�N�l|Y O� �uIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW- SOIL BEARING PRESSURE (PSF): v 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 12 DESIGNFOOTING WIDTH -.HEEL (INCHES):' ' 6 ~ - TOE (INCHES): 22 FOOTING KEY - DEPTH & WIDTH (INCHES): _.� 0 - BACK TOBACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): J 36 OVERTURNING FORCE - Fo (KIP): 0.88 OVERTURNING MOMENT- Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): - 1.95 RESISTING MOMENT _Mr (FT -KIP): 4,22 OVERTURNING RATIO - SF ` 1.87 NET MOMENT - Mn (FT_KIP): ' 1.96 - e : ECCENTRICITY(FEET) 0.49 ECCENTRIC'MOMENT- Me -KIP): M (FT 0.96 FOOTING AREA- Af (FT^2) : 3.00 SECTION MODULUS- ^3) S (FT : 1.50 SOIL PRESSURES _ DL ONLY - SPt (PSF): 1289.14 < 1500 - - SPh (PSF): 10.43 > 0 SOIL PRESSURES - ADDED LL- SPt' (PSF): 1165.80 < 1500 - SPh(PS^ F): 873.76 > 0 SLIDING RESISTANCE - Q (KIP): 0.88 < 0.88- .88FOOTING FOOTING- TOE: EARTH PRESSURE!@ TOE - Fv (KIP): '1.65 MAX. MOMENT @ TOE - Mt (FT -KIP): 1.73 AREA REINF. QN^2) 'dl(IN) SIZE & ___________________________-__-_________________ SPA (IN) . 0.136 8.G9 #5 @ 27.4 ^ � DESIGN TOE REINF.: 45 @ 24 . ' ' ' ' PROJECT ` : BRANT NIGHTINGALE DESI`NS 'JOB NO. : 6361 - ALTERNATE ' DATE : 7/1986 CALCIS. BY : FLT ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET M OF 31 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 CONCR 'TE (PSI) : 2000 GRAVITY LOAD - DEAD LOAD (KIN: - - LIVE LOAD (KIP): OVERALLHEI8HT OF THE WALL - H (FEET): OVERALL HEIGHT OF THF SOlL - 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 & 'PA (I.) __-_________________�________�__________________ 0.206 5.69 |5 @ 1n.1 ' MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .2 % (IN^2): DESIGN REINF. - VERTICAL: #5 @ 18 - HORIZONTAL: #5 @ is COMBINED STRESSES ` WALL: HEIGHT FROM TOP OF- THE WALL H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): . THICKNESS OF WALL - BOTTOM2 (INCHES): `TOTAL EARTH PRESSURE - Fw2 (KIP):^ MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) 'd"(IN) SIZE & SPA (IN) 0.038 5.69 05 @ 96.9 °� l}ES1GN REINF; - VERTICAL; #5 @ 24 .19 1.11 7.67 7 8 8 1.46 0.74 1.72 0.144 0.192 0.38 < 1.0 ` CALC'S BY : FLT ' FOOTINGDESIGN: -' _______________ 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 OFWALL (INCHES): TOTAL�WIDTH . FOOTIN6(INCHES): ' 'OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT -'Mo (FT -KIP): TOTAL RESISTING WEIGHT -W U<IP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO SF ' NET MOMENT -- Mn (FT -KIP\: . ECCENTRIOITY - e (FEET): ECCENTRIC MOMENT _Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^j) : SOIL PRESSURES - DL ONLY - SPt (PSF` .): '. - SPh (pSF): SOIL PRESSURES - ADDED LL - SF,t ' (PSF) : - SPh' (ASF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE SHEET '27 OF 100 150 1.5 2.5 1500 200 0,35 12 6 28 10 8 � ' 4� 1�13. 3.26 2.36 .5.15 1.89 2.89 0.53 1.24 3.50 ' 2.04 ' 1284.49 < 1500 66.54 > 0 1103~27 < 1500 882.05 > 0 1.50 > 1.13 EARTH PRESSURE @ TOE - FQ (KIP): 2.05 MAX. MOMENT @ TOE -.Mt (FT -KIP): � ' ~^ � ��.76 AREA REINF (IN^2) 'd'(IN) SIZE ` ^ & SPA (IN) --------- �______-___________________:____________ ^ 0.217 8.69 #5 @ 17.2 , DESIGN TOE REINF.: #5 @ 12 ' t .. PROJECT : BRANT NIGHTINGALE / DESIGNS JOB NO. : 6361 - ALTERNATE DATE : 7/1586 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 RE I NF v (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 - 'F -w KIP'): MOMENT- - Mw (FT-KIPA AREA REINF. (IN"2) 'd'(IN) SIZE & SPA (IN) o • 3o7 5.69 #5 @ '12.1 MIN'. VERTICAL REINF. - .15 % (IN' 2)-. MIN. HORIZONTAL REINF. - .2.% (IN"22) :. DESIGN REINF. - VERTICAL: #5 @ 12 - HORIZONTAL: 05 C 18 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOP OF THE SOIL - Hr's (FEET'): THICKNESS OF WALL - BOTTOM2 (INCHES) : TOTAL EARTH PRESSURE - Fw2 (KIP): MOMENT @ Hw2 -- Mw2 (F T -k:: I P) : . AREA REINF-. (IN"2). 'dl(IN) SIZE & SPA (IN) ------ 0.075 5.G9 #5 @ 49.6 DESIGN REINF. - VERTICAL: #5 @ 24 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET Zq' OF 3/ LEVEL 30 40 2 i0 i .15 1.11 8.67 a 8 8 1.46 OX 0.144 0.192 0.55 < 1.0 5.67 5 G. 00 1. 38 ii .6� . CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF i_ ONCERTE ( 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 (INC:HES): — BACK TO BACK OF WALL (INCHES) d TOTAL WIDTH OF" FOOTING c: INCHES) : OVERTURNING FORCE — F (KIP): OVERTURNING MOMENT — Mo (FT—KIP): TOTAL .RESISTINQ 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 (FT'• 2) : SECTION MODULUS — S (FT03): SOIL PRESSURES — DL ONLY SPt ?PSF): — SPh (PSF):. SOIL PRESSURES — ADDED LL — SPt' (PSF): — SPh' (PSF):' '.SLIDINig RESISTANCE — Fr -(KIP): SHEET Z9 OF .3/ 100 150 1.5 2.5 1500 00 0.35 14 6 ' 34 10 B. 48 1.45 4. 76 2.80 8.45 1.78 3.70 0.68 1.91 4.O i 2. 67 1416.81.: 1500 —15:48 > 0 1208.68 G 1500 747.65 '> O. 1.78 %. 1.45 FOOTING — TOE: EARTH PRESSURE @.TOE — Fv (KIP): 2.58. MAX MOMENT @ TOE --Mt is F T -F•: I P) : ' .4433 AREA REINF. (IN"2) ' d' (TN) SIZE: & SPA ('IN) 0. ' 77 10.69 #5 @ 13.5 -- .DESIGN TOE REINF.:. INN PROJECT BRANT NIGHTINGALE / DESIGNS JOB NO. : 8361 — ALTERNATE DATE : 7/198E CALL'S BY.: FLT SUBjECTV CONCRETE CANTILEVER RETAINING WALL ---------------------------------- WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENG I NEER I Nei 5790 CLARK ROAD PARADISE, CA ( 916) 873-0254 SHEET 30 OF 31 GRADE SLOPE RATIO: LEVET_ SOIL_ EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET) : c_) . YIELD STRENGTH REINF. VKSI) : 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI) : 2000 GRAVITYLOAD - DEAD LOAD (KIP): .19 - LIVE LOAD KIN : 1.11 OVERALL HEIGHT OF THE WALL - H (FEET): %G7 OVERALL. HEIGHT OF THE SOIL - Hr (FEET): 9 . THICK:NESS.OF WALL - TOP (INCHES): 8 - BOTTOM (INCHES): 8 COEFFICIENT— a : 1.46 TOTAL EARTH PRESSURE - Fw (KIP): 1.' MOMENT - Mw '(FT -KIP) : ' .3.65 AREA REINF. (IN`` ) 'd(IN) SIZE" & SPA YIN) MIN. VERTICAL REINF. - .15 % (IN"' ) : 0.144 M'I'N. HORIZONTAL. REINF. _. .2 % (IN"2) : 0.192. DESIGN REINF. - VERTIC=AL: #5 @ 8 -- HOPI20NTAL: #5 @ 18 COMBINED STRESSES RESSES C WALL: Q.78 <:. 1.0 HEIGHT FROM TOP OK THE WALL_ - H2 (FEET): 6. 67 HEIGHT FROM 'TOP OF THE SOIL - Hr's (FEET): 6 THICKNESS OF WALL_ - BOTTOM::: (INCHES): 8. Qo TOTAL EARTH PRESSURE - Fw2 (KIP) : 0.54'-. MOMENT- @ Hwy - Mw ' . (FT -F I P) : 1. ob. .. AREA REINF. (IN''''S) ' d' (IN) SIZE vK ----------------------- SPA c: IN) 0.130 5.69 #5 @ 28.7 DESIGN R&INF. — VERTICAL: #5 C' 24 e CALCIS BY : FLT SHEET 37 OF,13 FOOTING DESIGN: DENSITY OF SOIL'(PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1. - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PPF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200. FRICTION COEFFICIENT -.Fc: 0. 35 DESIGN FOOTING DEPTH (INCHES): 14 .DESIGN FOOTING WIDTH - HEEL (INCHES):. E - TOE (INCHES): 42 FOOTING KEY - DEPTH & WIDTH ('INCHES): 10 - BACK TO BACK OF WALL (INCHES): 8 TOTAL WIDTH OF FOOTING (INCHES): _ 56 OVERTURNING FORCE - Fo ( k:: I F') : � 1.7E OVERTURNING MOMENT -- Mo (FT -KIP): 6136 TOTAL RESISTING WEIGHT - W (KIP): 3.18 RESISTING MOMENT = Mr (FT -KIP): 11.42 OVERTURNING RATIO - SF 1179 NET MOMENT - Mn (FT -k:: I P) : 5.06 ECCENTRICITY - e (FEET): 0.74 ECCENTRIC MOMENT - Me (FT -KIP); 2.36 FOOTING AREA - Af (FT'''•') :4, E:7 SECTION MODULUS - S (F -T"3) : 3.63 SOIL PRESSURES -.',DL ONLY - SPt ( PSF) : 1331.07 < 1500 - . SPP ( PSF) : 30.87 ;> .0 SOIL PRESSURES - ADDED LL - SPt' . ( PSF) . 1110.21 < 1500 - SPh (PSF) : 727.45 :> 0 SLIDING RESISTANCE - Fr (KIP); 1.,91 > 1.76 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 2.95 MAX. MOMENT @ TOE -.Mt (FT -KIP): 6.1E AREA REINF. ( IN'''S) ' d' (IN) SIZE 4 SFA (IN) ---- 0.394 10.60 #5 L 9.5 DESIGN TOE REINF.: #5 @ 8 BY..-/5G?7 ..... DATE_ ///f4�� CHKD. BY.---------- DATE -------------------------------------------------- - e�slqto SUBJECT. SHEET NO - -------------------------------------------------------- e57. /"- .�/'D�J%G------- l ------------------------------------ JOB NO. ----.6J F L T ENGINMAIWO - ---------------------------------- --------------------------------- ------------------------------------------- 5790 CLARK RD. PARADISE, CA 95969 (916) 872-0254 X TUAO ': �1111 �Lll lrl�41 Nl�,z eo_� CD rm uj w , 4 CIV 7 OF cpt\� 7e . ODxy-r 1�19777' X 4- f �o P-70,< (7-elp- Z//7- 4- OZJ- A pa,yl /3- 7sP. 34 /,Of' rax 7 3d/Z),< IVO, m 'SHEET NO. BY.---- - 1-4r ..... DATE-///Yl6 SUBJECT -- --------------------------------------- -------- ------- ................... --- OF....7 CHKD. BY............ DATE------------- --------- -------------------------------------------------------------------- JOB NO ---------- eqr- Ito ........ ------ ---- -------------------------------------------------- ----------------------------------------------------------------------------- ------------------------------------------- _ /,06.c /��/Z VP,/ Bir F, 0/ rO 47 4 = . 9 �'/// 3J- - 7, z x 10 Pigs BY...--/ ..... DATE./// CHKD. BY.___--_____ DATE ---------------------------------------------- SUBJECT. rlrX41��lpG�... SHEET NO...--/--- OF. ._z__.. -------------------------------------------------------- ... ........ e5r. —�-.Wc?neer 1671rfeo ------------------------------------------------------------------------------ JOB NO ------------------- ......... No% 4_'. FLT 'ENGINEERI ------------- _------------------ ................................. ........................................... 5790 CLARK RD. PARADISE, CA 95969 (916) 872-0254 lye - ..7 -,o 6, rH 1f,91777' 41vr,_ qeAP4- �,0 a-3ox Z: //Z aw Zr - 1"9a 7/ 3 r�Z_),< /V0, r 0AP e -x- pr - QRpf ESS/0,V Ln rm LLJ 0.3 rri cl 'P6 OF C 6, rH 1f,91777' 41vr,_ qeAP4- �,0 a-3ox Z: //Z aw Zr - 1"9a 7/ 3 r�Z_),< /V0, r 0AP e -x- 1 BY . -----L ........ DATE__!( _ � SUBJECT,!------------------------------------------------------`/ SHEET NO. OF. ---^L .. CHKD. BY ------------ DATE______________JOB NO .......... ----•--------------------------------------.-------------•-----•-•----- - ---------•-----------------------•---------------- ------•---------••-----•-------------------------------------------------- _ VP/'� 0 /JL VLY / I I / v a.— v kSEC T /ON 35, T 23N, R3E. 360 ccz ti° 36/ ' 12 354 6 ED /no ,X J 353 370 365 COURT 362 �� s 00 .° 37/ \ 9 I3 .40 346 372 35> 0 3 6 oye �l9� s6 E/NSTO,� F 2 �ArrON �, G 34, 345 /B CUUf COURT z _ 367 o. 346 344 C/T o 8 t Q L 49 e' 4 349 336 23 23 343 a % z / 374 {�,1 ►�`� 29 (2-7 COURT �go< P4 r; 37ti Pto � 33T R ° O 342 0 ` 5 JJ • _r \ y PAZ° 30 .336 340 20 3415 a y r36, f a6 tea, 33 0 PAWN t 3/' 335 PTN. L OT �L 9 t6.390 14C. 1 33/ COURT 329 N Ss• Pg. 2/ oap. 334 ifs 0�5 \a 328 y `. tl 33.3 e 0