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069-540-004
(C 069-540-004 PERMIT#94-2338 PFAFF, LARRY & RENITA 415 HILLCREST AVE., OROVILLE CONT: BETTER BUILDERS NE14 SINGLE FAMILY ,fes/9 9 S/ %I Z 13 RESIDENTIAL - 069 -540-004 PERMIT#94-2338 PFAFF, LARRY & RENITA 415 HILLCREST AVE., OROVILLE CONT: BETTER BUILDERS NEW SINGLE FAMILY 5� 'o 6) C2- Ao 44 r w 1P OFFICE COPY Address �y ELECTRIC "' L "' Meter By Date JOB FINALED (Date) _�/ // „ Signature V=OK r O = Not OK l - = Not Applicable = Not Ready It 1 • 1 A RESIDENTIAL (Single & Duplex) Date/ 'tf s UNDE OR Plans OK except #'s o -Setbacks-Easements-Flood-Slope '24tg., Mein; Soils-Elec. Grnd.-/ Ftg. DepthZj g., Garage; Soils-Steel-Elec. Grnd: V. Ftg. Depth tg., Porches & Decks; Soils -Steel-/ /Ftg. Depth temwalls, Main; Steel-Blockouts-Wrapped emwalls, Garage; Steel-Blockouts-Wrapped '41'% /4 S .' Rok")wmw-and Special Anchors 8. Piers -Fireplace Ftg.-Steel W.V.; Fail -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground Plenums & Ducts; Clearance -Material -Support -Ins. irders-Sills-Anchor Bolts -Joists -Vents -Cripples Access & Ventilation 16. Insulation Date/Initials PLUMBING Permit OK except #'s (LiPwater Htr.;.Vent-Access-Combustion Air -Baffle 1afar Pipe; Test & Anchor -Neil Protection 1 W.V.; Test -Fittings & Anchor -Nail Protection Z% Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL Permit OK except #'s F ture & Transformer Clearance -Ins. Protection LQT Elec. Receptacles Spacing -Lights & Switches at Doors z oozes & No. of Conductors -Stapled . omex Installed Close to Edge of Studs & C.J. 6. fp. Ground made up w/Meth. Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or Al .0 ire Size/ / ga. Cu or Al 29. Range Circ. / ga. Wr AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 6]'Yes ❑ No onductors & Ground -Mein Disconnect p., Clearances Panels -Motors -Mach. Equip. UT Clothes Closet Light -Shower Light -Spa Light moke Detector j Date/Initials MECHANICAL Permit OK except #'s A.C. Ducts Insulation & Support Vent Fan; Exhaust above insulation Condensate Drain & Overflow; Size & Grade urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet ;8.-At*e-Acsess & Platform if Furnance in Attic Date/Initials FRAMING (Plans) OK except #'s 4311x819, Proper Material & Anchors ells Studs -Nailing, Spacing & Br latex -Sound erfng Walls over Girders & Floor Nailing Draft Stop in Wells (ret proof) Fire Stops; Furred Ceilings -Stairs -Chases -Tub 4 Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) Pliig. Joist-Rftr. ties- Purl in'=roof Brec A,ohthng.-Rfng. FOreplace Ties or Type A Flue -Fireplace Throat clearance Attic Access; Size & Romex Protection -Draft Stop=Ins. Battles drm. Windows or Exiting Doors-SIII,Hgt. & Dimensions Garage Fire Protection Framing ?3--Eine-FlrewalLB� Openings Doors -One 3' -Check Garage -3rd Story, 2 Exits 3. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection ood-on Roof Overhang -Attic Vents -Rafter Outriggers idl Nailing Veneer ucco Mesh -Drip Screed -Fd. Vents-Underflr. Access g Area -Glass Protection -Skylights -Plastic LIT—ar-V1Falis�Naf ling -Bolts Insulation alls- ilings —Zj 60. Infiltration- ills -Windows Date/Initials FIN (Plans) OK except #'a 16. Ex St#ps-Door & Sidelight Protection -Landings 6 a Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection Bath Fixtures 111W p� m & Subpanel; Breaker Sizes & Labels F' lac r Stove; Clearances -Hearth bW`Eloe"O_qt1e-ts at Wood Panel; Int. & Ext. Ki xt. & ppliance; Grnd.-Air Gap -Cooking Clearance . Ele . utlets & Receptacles at Kit. Counter Fire Door, Swi 7�vmr. Ht Vents -Clearance -Comb. Air-Connector-P.R.V. I_ , Above Floor -Mach. Protection Elec. & Mach. Equip. Listed for Location 10fobec.jaeceptacies in Garage; (G.F.I.)-Romex Protection nsul -Foam-Looked in Attic ❑ Yes 7 Gar ails & Deck Construction -Post Caps e$—n. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Follow 'instld.; Drive as 11 No; Walks Pr Yes 13 No; P e ❑ Yes No cco• r6wn-Finish s . Unit; Disconnect, Electrical, Plumbing Vents Above Roof; Pibg: Appliance -Fireplace. -Clearance to isconn t, Electrical, Plumbing —"85:-E r Elec. Trim; G.F.I. Receptacle -Underground A Vvtira-qon Throughout House & Sewer V=OK M 0 = Not OK -=NotApplReady MOBILE HOMES ' =Not Ready Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/0 Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size=Depth-Spacing-Connectors-Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County, Center, Drive - Oroville, California 95965 - Telephone (916) 538-7� P ERM?. `�- '0 APPLICATION AND PERMIT PERM? ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER LARRY L. RENITA PFAFF TELEPHONE 589- 2 SO. FT, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 4 128 466.00 M 9,936.00 CONTRACTOR'S NAME BETTER BLEIRS TELEPHONE 1589-2574 607 C 0 CONTRACTORS MAILING ADDRESS 12,834.00 Fireplace "All 1,500.00 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 27.00 LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ X'%Zg S54-49 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ 2-3.00 Penalty $ BUILDING ADDRESS PERMIT FEE $ PLUMBING PERMIT Filing Fee 20.00 Each Trap U 7.00 Solar or heat pump water heater 23.00 LOT NO. 4 SUBDIVISION'S NAME PARCEL MAP 80-85 Water piping 15.00 1.9-00 Each gas water heater or vent 15.00 USE OF STRUCTURE y SF IFXDuplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK Newft Addition ❑ Remodel ElUtilities 1:1Installation O Other O Describe Work: 3 BEEIRM. PERMITFEE $ 120.0 Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( '111111 LESS ) 200A OR LESS 23.00 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONS.OCC Up' OR ADDNST I D LLI&SACC BLDS. ) 3.50 F°: 102.55 NEW CONST. LTI-OUTLET .NON.RESID. I BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW ( declaXGnder penalty of perjury (check one) IJA'am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effe License No. x:52- 1 Classification ❑ I, as the owner, or my employees with wages as their sole compensation, 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 contractors. (Sec 7044) El am exempt under Sec. Business and Professions Code forthis reason ( POWER APPARATUS ) &SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) B20AL. @ 1 00 Ex. Occu FIXED APPWS. OR p ( OUTLETS 1RESID.I EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 ELEC H2O HTR 23.00 WORKER'S COMPENSATION INSURANCE 1 declare uAder penalty of perjury (check one): ❑ TOK permit is for $100.00 (valuation) or less. have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. PERMIT FEE $ 168.55 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 1 4.501 4.50 PERMIT FEE $ 61.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California 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 agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in conseqof the granting ermit. X uen D Signal plicant - ❑ Owifer ❑ Contractor Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 4C . �� OCC CONST. TYPE OTAL FEE $ .00 HAZ- D. F S IMP FLOOD X CDF X PARCEL PD -- HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been BY AOf_X�W.0 l �J .�• PERMIT EXPIRES ON / J /Date/ provisions to do work paid. ��� Receipt No. 1816 00--1676991 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT J� 7UNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County' Center *Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT No. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING 1 / BUILDING PERMIT OWNER �r T /i/ TELEPHONE SQ, Fr. OCC. BUILDING VALUATION OWNER'S MAI D �/���l � ©� � Z44 CONTRAC R' AM TELEP�HOfN 917 MF.,.pl.. 14 CON ACTOR'S MAILING ADDRESS ^A �� CONSTRUCTION LENDER UNKNOWN TOt81 VBIUaI ion $ Filing Fee $ -� 2 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $o i Q ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS / j !� ---� meg. !r(��!'L // PERMIT FEE $ PLUMBING PERMIT �- Filing/ Fee 20.00 Each Trap 7.00 p(j Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Rb?- 85 Water piping 15,00 Q Each gas water heater or vent 15.00 USE OF STRUCTURE SF Duplex ❑ Mobilehome O Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 � Mobile Home S I G I W @20.00 TYPE OF WORK Addition ❑ Remodel ❑ Utilities CIInstallation ❑ Other O I'/ Describe Work:�.� PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( BOOVORLESS ) 2o0A OR LESS 23.00 (70 Main Service 200A TO 1000A ) 46.00 CONST.NEW DWELLING OR ADONS.( CCC OLDS. ) 3.50 FT. NEW CONST. MULTI-OUTLEI -NON-RESID. ( BRANCH CIRCUITS ) @7.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, 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 contractors. (Sec 7044) ❑ 1 am exempt under Sec. Business and Professions Code forthis reason ( PS0, AFPAR %TCS 8 SINGLE OUTLET . R. I Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occu p' FIXED APPLNS. OR (OUTLETS (RESOD.) EA. ) S.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ 1 shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. P RMIT FEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling �O Hood 6.50 Ventilation�S. PERMIT FEE S Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte toem enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any we accru against said County in consequence of the granting of this permit. kv- X _Date j Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ , lC co 1�` TOTAL FEES HAZ. D. FEES IMP FL000 COF PARCEL PD HO UE This permit is hhreby issued under the applicable provisions of the Butte County Code andior Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON IDerel / / ,/ Receipt No. (� WHITE•D.D.S.•B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Croville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 2 OWNER PERMIT NO . - A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. u have any questions pertaining to this matter, or need additional explanation, please co ct this office immediately. j A% L Date Inspector REV 10192 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -9P d 60=7=4= k-- tto�' ffs Date Inspector REV 10/9/2 I— COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 "'— CORRECTION NOTICE+ I PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date ! Inspector 0/`4-; REV 10/92 COUNTY OF BUTTE } BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE -2.33 ( PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 61(kl d—la �— Date Z11Inspector REV 10 2 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER P N - D 69-- SYA -(JG (1 Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... Complete plans, 3/4 sets, signed by preparer of plans . ...................... Of Engineered plans and calcs, 3/4 sets, with wet signature orvplans .--:--........ 5. Hazardous Material Form. ... ....................................... . 6. Energy Design Compliance and supporting documentation . .................. tatement of Intent for Non -Heated and A/C Buildings . ...................... " 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . a. Mobilehome dat11 'manufacturer's installation instructions, 2 sets. ........... pFees of $ %— ......................................... 1 Impact fees as shown on attached schedule. . .. .. . ...... . . 12. California Department of Forestry plan approvall��... 1 Flood elevation letter (100 year flood) by C lifornia Engineer . ................. . ::Z�14. Sanitation and plot plan approval �l�� �� Health Department . ............ 15. City of Chico plumbing permit . ........................................ . 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy) ............. [1k 20. Pre -inspection for required. .. to sw2diog inspecto(Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... . 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ....................................... . 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . ..................:...................... . 29. Documentation of legal access . ....................................... . 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 1. Existing violations/expired permits . ...................................... 32. Plan check list . ....................................................... 33. •34. When y66 issue the permit, process as follows: Mail to owner. Mail to contractor. [ Telephone —j ,and hold for pickup at e9 41 j!t2 office. Deliver with inspector. Other Parcel Creation . ;;// Acreage Applicant �f�/'�� Date Copy of Haz-Mat form sent Health Dept. Fire Dept. _ Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other __1 Date By The following data must be submitted 1. Index permit for above items No. _ 2. Additional items required: to checked above). Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail ounter by _ Dated� Plans checked by Date Plans approved by DateV/ Sets of plans on hold in File cabinet AP folder�'Uv� It - Copy - Department of Public Works TO: Building Department FROM: Encroachment Permit Section RE, Driveway Clearance owner location AP # Driveway permit ?io !F si ature has been issued for the above pro�erty. date COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVIL•LE Ca 95965 - TELEPHONE (916) 538-7541 SCHOOL DISTRICT FEES OI -L-0 rj L' (paid at District Office).. .................... SHERIFF FEES (paid at Building Department) Residential...... x =$�6 unit amt. Commercial (sgft) x =$ sq.ft. amt. URBAN AREA FEES (paid at Building Department) Residential (per unit) # x =$ units amt. Commercial (per sq.ft) x =$ sq.ft. amt. RECREATION DISTRICT FEES (paid at District Office) ......................... DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... (paid at Building Department) 7. OTHER A. P. # D �S -Ddb DATE 6 A 5 REC. # DATE REC Z 73 7 5 )-94 At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE v ^ s Y ���,�e1 �`',x,.•��� ' ; q �a�".�4�. r,>` r�<.. '" $a'�v� ' �� + x; 4.�� � r� , ��',g� ��� '�'�',� a�3� Y �'�7" ��,x��1 An $.11'k' a -�1 i tkIMM`?. F ' MM �}F, AMR Lkt i.�\..., `�:'S�. 11 t�cn.14' �'.. k' p.., .:Y,L;t+A•9 NIS. t ;^�_t5,.-'Jxy+ ha+cn 33 r ,,i:•�yzsL'v .t7 #��? ; t _,a,n �,� r? 4.' L'3 •v'� i �. .. } :`# 0". �t•�5 2-4gV j)!�E ii w-0; iB tra'1 CC'ry,.._ �•,i �,? ;¢AA _-r• i. "g'� �"�� - ;fir t'3?i�'3, 4-j'•�>Z�c.,. , ft's - 'mF•r�.+tf+ ,,� . .. � LS �tfy�Fi• rXF$ {'4 v�,.�t'Yr�"'�.�+`"i���"�_ +��'�tq r _'7y�'y� � � �! 'S-il 3�3��' x" f +.��•, {y�'% �'�.:_fir y.. ��k��t4j� Y^� ��za. r3�y ,i�,T •k yf"�c rti h .. XMI .. _� � _ R}si`,2'Fad ""^'"�`-n', 4�.{lL a- Ft; t•y., .p. r>' .y`�cm. -rtA . �� ��ai' � � w 'L.t•-- �'7i n "'t t . ,� r" :� �� 'fit A �'�Y �;`� `• {� - � t�Y`a'3*�rif. '� Ly' `•-'4�`a� si' � - Skt- � csh`i�"r.. rt� '�pn a pr 'f t. 4✓, �'v� 3. ��'�•,b�� �s+e� � r� y z,�"� s e: � •Ery' .• t 4 i �� `• rJ��:�1� �"SYJ� ,y. tk^' � r`t - .ht �>fi� �.��k3 i�� `v`t�'•t; t.r � � ", n rAkx lya 'ti's i #�''' Y• k+�� ���`s Zf"yy;'!14 1t}")'"` ! ' k�>li If ,.gig .: p,3�r :.ba`s"�' .�k'� �s• �. -. ,f � h.• !— Uy in+ 9�h» . wgr . '�"y .?.�,y�i�:.i,�' " ��'•' e X �S `+"� { art•" {'�.5�, r. c�vX � ° A t ;� • 1'�d'.d l s r�tiP,+!�.�`' a ,,xi� i�L� : � + -g fn fi PERMIT NO: 46-94 Lake Oroville Area Public Utility District 1980 Elgin street OROVILLE, CALIFORNIA 95966 533-2000 DISTRICT APPROVAL AND VERIFICATION OF INSPECTION BUILDING SEWERS This verification form must be submitted to the -Butte County -Department of Public Works Building Department prior to issuance of a building or occupancy permit, whichever is applicable. Prior to final approval by Butte County of a Building or an Occupancy Permit, a copy of this verification form, signed off by Lake Oroville Area Public Utility District, must be submitted to Butte County. Date: August 17, 1994 Applicant: Larry L. & Renita L. Pfaff (Better Builders) Applicant Address:. 499 Silverleaf Dr., Oroville, CA 95966 Applicant Phone No.: 589-5462 Property Location (s): 415 Hillcrest Ave., Oroville, CA 95966 Kelly Ridge Estates Unit 8 Lot #4 A. P. No. (s): 069-540-004-0. Fees due: All fees paid. Application for service approved: K O AREA PUBLIC UTILITY DISTRICT Inspection(s) made and successful test(s) observed: Location: Date: By: Lake Oroville Area Public Utility District release to close permit: Date: By: l "- 1' - 1 `+. _ Hf F 1 J4 19 e'g—N i . UUS F 01 Building Division FOR RESIDENTIAL DEVELOPMENT' % Section 2.67-8.1 of the Butte County Code requires this acknowledgement be Mrded prior to issuance of a building permit. A I The property described herein Is adjacent to land or included -) A+ 5ff'J Af1= I Rec Fee 6.001 within an area zoned for agricultural purposes, and residents I COP 1.001 of this property may be subject to inconveniences or Recorded I Check 7.00 discomfort arising from the use of agricultural chemicals, Official Records I ioeluding, but not limited to herbicides, pesticides, and County of I fertilizers; and from the pursuit of agricultural operations Butte I including, but not limited to cultivation, plowing, spraying, Candace J. Grubbs I pruning, and harvesting which occasionally generate Recorder I dust,smoke, raise, and odor. Butte County has established 1:.56pm 17 -Aug -94 I PUBL XX 1 agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: AP # 69-54-04 LOT 4 - UNIT 8 - HILLCREST AVENUE KELLY RIDGE ESTATES Date: PROPERTY OWNERS: LARRY6C. PFAFP-�, Mn a- +r. Yavca.j►,. y w ',,--STATE OF CAUFORNIA COUNTY OF ��l/TT� ss.: On before me, - 1----=r , a notary public, personally appeared o qw- XXXXXAXKXKKXXX.RXMXNKX Zzzz'�c rz=zzzzuZ.u=jz1�]l Notarial Seal personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) *are subscribed to the within instrument and acknowledged to me thattte�its/they exe- cuted the same in+he#mir/their authorized capacity(ies), and that by *i -hw/their signature(s) on the instrument the person(s), or the entity upon behalf of. which the person(s) acted, executed the instrument. WITNESS mtihand and official S Public BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One'Form Per Building) School District 0 A- 0 5-/ 1 �-,- /0 A.P. Number UOC/ .Ju-r--Ip�iction 0 Property Owner Building Department No. f Property Location/Address Subdivison Residential Development 0 No.f Living MHI Units Lot No. Sq. Footage Addition (Group R) Commercial/Industrial 0 = Sq. Footage New Addition (Including Exterior Roofed Areas) Date (Floor Plans reviewed by School District Personnel) District Identification No. MY % Qantt& Ea-,XSchool District certifies that (Street Address) -,;(Phone Number) .n (City) (State) i has complied with the requirements of Resolution No. representing �3 / square feet. School`District Representative Paid by Check Number Remarks: Bank Number�Ws- Paid by Cash (Zip Code) by payment of $ Vm, S,? f .2a -9 Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) I feeformmkt (4/92) fi PP • t) / ,> -,;(Phone Number) .n (City) (State) i has complied with the requirements of Resolution No. representing �3 / square feet. School`District Representative Paid by Check Number Remarks: Bank Number�Ws- Paid by Cash (Zip Code) by payment of $ Vm, S,? f .2a -9 Date If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) I feeformmkt (4/92) CERYiOF ,o\ITE OF TIMeF a 4 U C W ti, • i O a TI (V Z CONFORMANCE HE UNDERSIGNED MA IV UFAC 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 Riddle, 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: JOB LOCATION- RP.ddi nq, f A n CUSTOMER'S ORDER NO. 14167 DATE 5/7/87 MFGR'S ORDER NO. 13766 Members have also been manufactured to the (more restrictive provisions o f P.S. 56-73. SIGNATURE t l �% e` COMPANY Riddle Laminators TITLE.Quali y Control ADDRESS Riddleo OR DATE " 5/20Ac A/TC HEREB Y CERT/F/CS that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBE W CONSTRUCTION to use the AITC Collective Markin 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. Coriformance 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. AITC Certificate No. 37122 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IBCA VVI 1 �n I BR• Jt,l�, Q 1983 AMERICAN INSTITUTE OF TIMQER CONSTRUCTION s EIVIEN I l� r/CASH SH ` 1 Wj:L, HU rki'SAi' y,M�• , n R i r4 i 1 D ;� .I?M• t '� I DELIVER :`^'t'f_r• + P.M ❑ PICK-UP ;. ,,.K....� CENTER X'21LOADEO BY :_ ,.}.DING CENTER, j. 7 c Cyt I' yV,1�} 7A. #':CKECK �BY ' ,� '� s P.O: BOX 889 r `' tkrt"y 1id0, E-. ,y�.trlt•': ; CFiICO, CA: 95927 l t G� i 95�ZA ,(« ,. CHICON, t ' ' .� SALESMAN: is ELR.ONJOB'r-:,rJ+ a} 6).,342 1886 ❑ YES ❑ NO = S. afs• ''' �: EIV REO BY ,+, f .{� APPROVED BY: atCA "r k 'Sac ECK A:.. B.C.' COD ATE DELIVERED f trx�t ;aw,r i• MEEKS CHICO ,ee� ,4'� ° a,��HINPY�t,��AYS M MEEli hs' INVOICSt"�I;t.�l,1 SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) is r7�t lI#, }2 OLD t+ I,; r;,� Y BETTER BUILDERS.. ;xo: BE I}UILDE S NST• t� � z) 30B-PFAFF/415 HILLCRE5T r MIN AGCOUMTni 't:I } ';:Ek't,��: ! ";r,':' 5263 ROYAL 0015 DR 4 5263 ROYAL' DRIVE :1 ± ; ,. Icy'' QROV ILLE, . CA T3%6 �. OROVILLE, CA 959661 �,7t t�} , Sc?v I, 'bate'D'elive�ed F* Wl;tlen term `�OatBWari4Ad• :; er7keotoR';,..Blore S:m� o ' 1 ., . f tr .� •No... _ r . 8 N 1 tiL� DAte7 Cuslor,lerCode S90uen��No° �; ,s 7gr�„l 12/09/94 12/09/94 ` Bf.I•TBU4 56281 (11.01 r Salesmen • .': "a ' «Estlmete'No. < ''Initlal; =.•' 7. , 1 ora�ra B IpjG:'N x 4JOba r•«. • ' 1 fa�S'� t: ART LANE 7484 IT, t3 7, r t' t +§ I i 1101N r r ✓#' 'I” PRICE/UNIT' EXTENSION:' �} ,..,UNITS ITEM NUMBER i 414 a0 1 7@0/ q y + . 41 1`3 Y {4 T5ERIE5� 414 x R " -. t r a.:.I�t • h rlett4f=4i eit iP f 14BCt ,91 20 @123 Ky Y DiZ 15.202IEA RD 6. �14'� �rB£Q 24FV °r�:}t1'12:Q� ' 11"tel' 1293:6 `. �13G' 4`���,11 '#i •r,, ° 'y, (�a:1� 24 .�',21" ,,440•. 1 a 75 i 0n4 lEaC 55T50{ S: 5 I ' SBCD , Frr ".4 syT r �� syr ..t<,'1:-•i Kf�'�' #- ' # -r>.� Jl,� >rt�;daLky i`�� �iT It+ S/ CD IS FOR FILLER ;RF. i , x t',''''r .,�,. r,:, •,V r yit .7 Y= , .pyo � QST Y .? } (( ,. . 7 } r r •z+l�'C� '7 �t�c�s��ir$ik*�'IF�I•{•� s"x',j rlr�+ t l r i' ' ,"'tw k. �, I 1 ( t iHl�su*n, ,ro -.,t +„! L t:°• r, .t.� i� _. ,r: �,1 'ii..r t ,,.>.Y .tf t' ' r*# Yt 18 2�L X 27 75@/PC 499 50, "w gg CDP Y T&G FLOOR PANEL '1. 214 29'f 14'18 t' ,•�..1 ;7/8B=A .� � �'� y-'~TM'f � ;''�T �,.. x,180.00 '. > 1'190.000/ 6620 ?a "fit! --f : `68 F 1 4 FDNC XF:. x , , . r 72"09:�•:.:�11g0:00®/ w l.Lot� ,., ti �x j c • .. r . 7 i 7 r t•i r7St'I I �Z �` ,V'r. ' r piers ro y i t. I � •'rra (���'y� � � PLETE ,;� - •y �,..f , � � ..ISI � ��r�•'� n r' �, l i 4a, i ,� r , t ti yr � ��: �., ... i , T Mtw rrr. t _ TOTAL TA7( °b '9TANT: ALL MERCHANDISE RETUR FOF�g7ERM3 & CONDITIONS. SUB• `.NG CHARGE. SEE,REV AS 4 2 ,t<:.ti+y,# 15;, D 3156.64 2952.58 06 ��t •� I��.r� �I�ti�:1N �• yet - i� •. � h k { ,�Py��4' Irl � ��-j;_...., .• T` Y 1I,It��444bATE ,w,,w:,:. _...,�.< iP: .,>..,...�:;.: �.. •.�r. • , 7 Ettr.?':wk..:. ?°sw: .:.: ... H SALE RECEIPT -,STATEPvlEMCQPY/CAS, 'Al it vi -i wED T Fl I ,IN i r [I ElVII A- AM DECVES M PM PICK -UO LOADEDOY 4. ff, I�z�BUILDING CENTER EC BY Oth P.O. BOX 689 MEL ONJOBJ,Ait- -%,oc Iclo 95M CHICO, CA. 95927 - —. -1 E 0 YES 0 NO (916) 342-1,886 SALESMAN: 0 LIVE 0 BY APPROVED BY: J J CHhUK .DATE DELIVERED J!• , 137 - ' MEEKS CHICHI JQ:MEEKSIII SHIP TO: (SAME AS SOLD TO UNLESS NOTED BELOW) SOLD TO: BETXR, 0,111-DERS BETTER BUILDERS MAIN JOB-PFAFF/415 HILLCREST 5263 ROYAL OAKS DR 5263', OROVILL ;,CA..95° DROVILLE, CA 95966 Customer Cod) Date. Ln:-fe— 11/29/34 Transaction Date",.. - No. BETTBU4r. 5591851005-1 Date Wanted Date. Ln:-fe— 11/29/34 11/29/91+ 'z,�4 Mum., Salesman 4 ijiJob,, Estimate No: it ART LANE 74611 UNI PRICE/UNIT"ON �,&DfgC AIPTION' ITEM NUMBER :EXTENSION; { 42 42 -5T-1/8t!xl& 12:1 A qAM 20 4*r'.', li.550/01`1 485.10. 1� 51"5 T; V 19 _4 � -lit X A;f, l.k 01 kv RUN' v J -q� , I w . . . . . V. j Lk, �Z, I A, •,ei Au 4 ? T,K:, x"M Ject TO' A Rg. `RTANT: All MERCHANDISE RETURNED S.4 =SOB CHARGE. SEE REVERSE SIDE FOR TERMS k --CONDITIONS. 7 4 5 485-10 20.27 iJ owiwr �.1...T Lr _ Permit No. _,_ ._.__.--•--._....____.._.._. ENERGY C ART I F I C A T I O N l 415 Hillcrest, Oroville, Ca. _._..-LOCATI�oN A. P. No. DESCRIPTION OE., INSULATION ROOF I , 1•tatteri.al _ _ �„ Brand Name _._._........ 'I'hickneatt(I.nclies)_Thenao.1 Resistance (It Valite)�___,, EXTERIOR WALL Material !_ FIBERGLASS BATTS '1'hi.csknes��(i.nches)_ 64" ,�„� cF L1,TNO ; FIBERGLASS BATTS mat or' Blanket Type 1'ha.c:kne<is(i.ncltes)__ 12" Loose Fill. Type____FIBERGLASS Miniumm 'rhi.ckrte95(Inches)_ 16" Arert c.oirar.ed(ft.. )---14LQQ F'i3OMt, IFLEYATE,D M.at:erlal. _ FIBERGLASS BATTS T'hirk.netiA(i.nches)_ 6i" FLOOR, SLA.I1 Material. _ __ Th iakrietis(i.nches) Width (I aches ) FOUNDAVON WALL Britnd Name SCHULLER INT. —11--l'..... Thermal Reei.stance(it Value)_ Brand Name SCHULLER INT. Ther it Resistance(R Value)_,_..R38.. _ Brand Netme SCHULLER INT. �- Number of Bags 33 _ Wt. per bolt 7+0 I h'. Thernmil Resistance(R Value)__ -..R38,-.._,_ Brand Name SCHULLER;INT. .- Thernutl Resist:nnce(R Value)._R19 Brand Neune _.__._._......_ Thermal Reeistance(R Mate r ie 1. _ _ Br4off Name - Thicknetts(inches) ` �'h9l'uuti ReSlstance(R. Value), _ _, ]. he-reby certify that the, above insula tion Was ilnetall.ed in the above, Imil.cling In c,onfora"ance with the state of Californ�� 8net-6y Requiretnent.e. LOL,11el: ]J60LA T ION CU . INC , 499150 T I NAME/OIJNER STATE CONTRACTOR'S LICENSE NO, -,- - < 1995 .. ...... Si. I .TURIt 0 GNST A II N APPLICATOR DATE I hereby certify the above insulation and all required items as Shown on the. jiulI.dinp, Department: approved plans and att:achinents have been Installol as r.egt.tired by the State of Cal.ifornin Energy Requirements, A1.1, equipment t devises and materials are of the quality prescribed or. are epec;i.fi.r.al.ly ,approved by the State of Californi+i. 9:3_ F1.11.1-1 VA.M/(ATN1?R (Please print)__._ STATE COM'RACTORtS LICENSE �Nla, S LGTIATUR . t)I L:NI'RAL RONl'RAC70R�ER DATE 'rm s CE11VI-11CATE MUST BE ON FILE WITH THE BUILDING DF.PARTMEM' PRIOR 10 F'I.NAI:. ImSPECTION APPROVAL AND A COPY SHALL, BE POSTED WITHIN T119 BUILDING . January 1984 ' 9 RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) OWNER Bldg. Pe it # A. P. # GENERAL Plan Checker � �aI:ning requirements: (sideyards and number of permitted living units). fivation. u-3. Plans signed by designer. W/ Proper description of work on application. r5 Existing violations on property. Items on data sheet. N.C., fees, Health, Developer Fees, License law, etc). .a! Recorded notice of violation. PLOT PLAN mplete parcel size and dimensions. tbacks, sideyards, easements, etc. P her buildings or structures. ading, fills, drainage. •ood hazard. • ecial conditions on creation map, (noise, CDF, fire sprinklers, non-comb- tible, and foundations). • U & FAS road setback. ilding or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions., Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). - Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) --- -Qt— -Qt— Unusual shape, size, or split level house requiring lateral design. -V."O' Clerestory requiring balloon framing and/or engineering. ree story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Floor construction details complete enough to construct building. evations and wall construction details complete Roof construction details complete enough to .;4;p- Fireplace construction details and calcs if -8¢-Rafter ties or bearing ridge beam. --H Garage door or porch header sizes. Stud heights. ---*.-Adobe soils - special foundation design. ggai?WRetaining walls requiring design. Spec'al Inspection required. enough to construct building construct building. necessary. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR • Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). . Guardrail details (Sec. 1711 & 3306(j). • Brick or stone veneer (Chapter 30). • Exterior plaster - weep screeds (Sec. 4706). . Proper roof pitch for roof convering (Chapter 32). • Roof covering type - (fire hazard). Foam insulation - protection. 6" halls and stairways. 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). . Attic access and ventilation (Sec. 3205). t . Underfloor access and ventilation (Sec. 2516). . Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design. lashing at all exterior openings. . CDF responsible area requirements. �- �;e2r P /011 Cc�G TABLE OF CONTENTS TOC Project Title.......... Pfaff Residence Date........ 09/12/94 Project Address........ Hill Crest Ave. Oroville, CA. Documentation Author... Andrew B. Erickson Building Permit # Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Plan Check /Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -TOC User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run TABLE OF CONTENTS Report r Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 ' FORM C=2R................. 6 HVAC STZING............... 9 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Pfaff Residence Date........ 09/12/94 Project Address........ Hill Crest Ave. Oroville, CA. Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run GENERAL INFORMATION Conditioned Floor Area..... 2379 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Cardinal - N,E,S,W Number of Dwelling Units... 1 Number of Stories.. ...... 2 Floor Construction Type.... Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R 2.1--J 0.059 Front Wall, Left Wall, Back Wall �� Right Wall Door RSO- 0.330 Solid Wood Floor rR-19 0.037 Wood Floor Roof t�R=38 0.025 Attic FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Front (N) 6.0 0.570 2 Drapes.Std None None;Vinyl Window Front (NE) 7.5 0.570 2 Drapes.Std None None yinyl3 Window Front (N) 30.0 0.600 2 Drapes.Std None None Vinyl Window Right (NW) 7.5 0.570 2 Drapes.Std None None Vinyl Window Front (N) 5.0 0.570 2 Drapes.Std None None `Vinyl Window Front (N) 5.0 0.570 2 Drapes.Std None None Vinyl, Window Left (E) 10.5 0.600 2 Drapes.Std None None(Vinyl� Window Left (E) 20.0 0.600 2 Drapes.Std None None\Vinyl Door Left (SE) 60.5 0.570 2 Drapes.Std None None,Vinyl) Window Left (E) 40.0 0.600 2 Drapes.Std None None)Vinyl� Window Back (S) 10.5 0.600 2 Drapes.Std None None Vinyl r Door Back (S) 53.0 0.570 2 Drapes.Std None NonejVinyl- Window Back (S) 40.0 0.600 2 Drapes.Std None None Vinyl Window Back (S) 21.0 0.600 2 Drapes.Std None None Vinyl Window Right (W) 24.0 0.600 2 Drapes.Std None None Vinyl Window Right (W) 24.0 0.600 2 Drapes.Std None None (Vinyl Window Right (W) 12.0 0.600 2 Drapes.Std None None Vinylf CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Pfaff Residence Date........ 09/12/94 MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace ACSplit Tank Type 0.90'OrAFUE Crawlspace R-4.2 Setback j1'3'.-30- SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) External Insulation R -value Water Heater to meet— minimum-- CEC---Standards-- SPECIAL FEATURES/REMARKS This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. A CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Pfaff Residence Date........ 09/12/94 MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -FORM CF -1R User#-MP1838 User -'Sure Pass Energy & Design Run -Typical Run COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER Name.... John•Starr Company. Better Builders Const. Address. 5263 Royal Oaks Drive Oroville, CA. 95966 Phone... (916) 589-2574 License. Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Andrew B. Erickson Company. Sure Pass Energy & Design Address. P.O. Box 5566 Oroville, CA. 95966 Phone... ('916) '533-4749 Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Pfaff Residence Date........ 09/12/94 Project Address........ Hill Crest Ave. Oroville, CA. Documentation Author... Andrew B. Erickson Company................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/Date MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -FORM MF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated intd the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- *150(a): Minimum R-19 ceiling insulation. er ment 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls / (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch.. _ 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints / and penetrations caulked and sealed. 150g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... Pfaff Residence Date........ 09/12/94 MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -FORM MF -1R User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC. 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R=4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually / operated dampers. d/ 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation MIA pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES Design- Enforce- er ment 150(k): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... Pfaff Residence Date........ 09/12/94 Project Address........ Hill Crest Ave. Oroville, CA. Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone. ............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ..... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... 2379 sf Single Family Detached New Cardinal - N,E,S,W 1 2 ReducedYear Floor Construction Type.... Raised Floor (Package E) MICROPAS4 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 13.30 10.28 3.02 Space Cooling.......... 12.08 8.93 3.15 Water Heating........... 10.73 10.73 0.00 North Total 36.11 29.94 6.17 Space Heating.......... 13.30 10.77 2.53 Space Cooling.......... 12.08 9.29 2.79 Water Heating.......... 10.73 10.73 0.00 East Total. 36.11 30.79 5.32 Space Heating.......... 13.30 11.50 1.80 Space Cooling.......... 12.08 7.52 4.56 Water Heating.......... 10.73 10.73 0.00 South Total 36.11 29.75 6.36 Space Heating.......... 13.30 10.96 2.34 Space Cooling.......... 12.08 7.55 4.53 Water Heating.......... 10.73 10.73 0.00 West Total 36.11 29.24 6.87 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ..... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... 2379 sf Single Family Detached New Cardinal - N,E,S,W 1 2 ReducedYear Floor Construction Type.... Raised Floor (Package E) 0 COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... Pfaff Residence Date........ 09/12/94 MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run Number of Building Zones... 1 Conditioned Volume......... 20611 cf Footprint Area ............. 2379 sf Ground Floor Area.......... 2379 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 15.8 % of FA Average Ceiling Height..... 8.7 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area Zone Type (sf) (cf) Units itioned Type (ft) (sf) HOUSE Residence 2379 20611 1.00 Yes Setback 8.0 n/a OPAQUE SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 130 0.059 R-21 0 90 Yes W.21.2X6.16 Front Wall 2 Wall 16 0.059 R-21 0 90 Yes W.21.2X6.16 3 Wall 17 0.059 R-21 45 90 Yes W.21.2X6.16 4 Wall 42 0.059 R-21 0 90 Yes W.21.2X6.16 5 Wall 17 0.059 R-21 315 90 Yes W.21.2X6.16 6 Wall 16 0.059 R-21 0 90 Yes W.21.2X6.16 7 Wall 54 0.059 R-21 0 90 Yes W.21.2X6.16 8 Wall 144 0.059 R-21 0 90 No W.21.2X6.16 9 Wall 20 0.059 R-21 90 90 No W.21.2X6.16 Left Wall 10 Wall 40 0.059 R-21 90 90 Yes W.21.2X6.16 11 Wall 110 0.059 R-21 90 90 Yes W.21.2X6.16 12 Wall 92 0.059 R-21 90 90 Yes W.21.2X6.16 13 Wall 20 0.059 R-21 135 90 Yes W.21.2X6.16 14 Wall 80 0.059 R-21 90 90 Yes W.21.2X6.16 15 Wall 42 0.059 R-21 180 90 Yes W.21.2X6.16 Back Wall 16 Wall 75 0.059 R-21 180 90 Yes W.21.2X6.16 17 Wall 187 0.059 R-21 180 90 Yes W.21.2X6.16 18 Wall 32 0.059 R-21 270 90 Yes W.21.2X6.16 Right Wall 19 Wall 48 0.059 R-21 270 90 No W.21.2X6.16 20 Wall 20 0.059 R-21 270 90 Yes W.21.2X6.16 21 Wall 304 0.059 R-21 270 90 Yes W.21.2X6.16 22 Door 20 0.330 R-0 0 90 Yes None Solid Wood 23 Door 20 0.330 R-0 270 90 Yes None Solid Wood 24 Floor 2379 0.037 R-19 0 0 No FC.19.2X8.16 Wood Floor 25 Roof 2391 0.025 R-38 0 0 No R.38.2X4.24 Attic COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Pfaff Residence Date........ 09/12/94 MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -FORM C -2R User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Window 6.0 2 Vinyl Fixed 0.570 0 90 0.88 0.78 Drapes.Std 2 Window 7.5 2 Vinyl Fixed 0.570 45 90 0.88 0.78 Drapes.Std 3 Window 30.0 2 Vinyl Slider 0.600 0 90 0.88 0.78 Drapes.Std 4 Window 7.5 2 Vinyl Fixed 0.570 315 90 0.88 0.78 Drapes.Std 5 Window 5.0 2 Vinyl Fixed 0.570 0 90 0.88 0.78 Drapes.Std 6 Window 5.0 2 Vinyl Fixed 0.570 ' 0 90 0.88 0.78 Drapes.Std 7 Window 10.5 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 8 Window 20.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 9 Door 60.5 2 Vinyl Slider 0.570.135 90 0.88 0.78 Drapes.Std 10 Window 40.0 2 Vinyl Slider 0.600 90 90 0.88 0.78 Drapes.Std 11 Window 10.5 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 12 Door 53.0 2 Vinyl Slider 0.570 180 90 0.88 0.78 Drapes.Std 13 Window 40.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 14 Window 21.0 2 Vinyl Slider 0.600 180 90 0.88 0.78 Drapes.Std 15 Window 24.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 16 Window 24.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std 17 Window 12.0 2 Vinyl Slider 0.600 270 90 0.88 0.78 Drapes.Std HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.900 AFUE Crawlspace R-4.2 0.880 ACSplit 13.30 SEER Crawlspace R-4.2 0.910 WATER HEATING SYSTEMS Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Water Heater to meet minimum CEC Standards SPECIAL FEATURES/REMARKS External Insulation R -value This is a multiple orientation building with no orientation restrictions. This printout is for the front facing North. HVAC SIZING Page 9 HVAC Project Title.......... Pfaff Residence Date........ 09/12/94 Project Address........ Hill Crest Ave. Oroville, CA. Documentation Author... Andrew B. Erickson Company ................ Sure Pass Energy & Design Telephone .............. (916) 533-4749 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run GENERAL INFORMATION Floor Area ................. 2379 sf Volume.. .. ........... 20611 cf Front Orientation.......... Front Facing Sizing Location............ OROVILLE RS Latitude.. ... ........ 39.5 degrees Winter Outside Design...... 30 F Winter Inside Design....... 70 F Summer Outside Design...... 104 F Summer Inside Design....... 78 F Summer Range...... ..... 37 F Interior Shading Used...... No Exterior Shading Used...... No Overhang Shading Used...... No. Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Description Opaque Conduction and Solar...... Glazing Conduction............... Glazing Solar .................... Infiltration ..................... Internal Gain .................... Ducts............................ Sensible Load .................... Latent Load ...................... Heating (Btuh) 9965 8863 n/a 11724 n/a 3055 33606 n/a 0 deg (N) Cooling (Btuh) 3351 5761 12718 4813 2100 1437 30180 6036 Minimum Total Load 33606 36216 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 10 HVAC Project Title.......... Pfaff Residence Date........ 09/12/94 MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy &.Design Run -Typical Run GENERAL INFORMATION Floor Area ................. Volume.. ...... Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design ...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range.. .. ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2,379 sf 20611 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F- 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY Heating Description (Btuh) 90 deg (E) Cooling (Btuh) Opaque Conduction and Solar...... 9965 3351 Glazing Conduction ............... 8863 5761 Glazing Solar .................... n/a 13744 Infiltration ..................... 11724 4813 Internal Gain..................... n/a 2100 Ducts ............................ 3055 1488 Sensible Load .................... LatentLoad ...................... 33606 n/a 31257 6251 Minimum Total Load 33606 37509 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 11 HVAC - Project Title.......... Pfaff Residence Date........ 09/12/94 MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run GENERAL INFORMATION FloorArea ................. Volume.. ............ Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design ...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range.. .. ...... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2379 sf 20611 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY 180 deg (S) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 9965 3351 Glazing Conduction ............... 8863 5761 Glazing Solar .................... n/a 11375 Infiltration ..................... 11724 4813 Internal Gain .................... n/a 2100 Ducts ............................ 3055 1370 Sensible Load .................... 33606 28770 Latent Load ...................... n/a 5754 Minimum Total Load 33606 34524 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. HVAC SIZING Page 12 HVAC Project Title.......... Pfaff Residence Date........ 09/12/94 MICROPAS4 v4.02 File-PFAFF Wth-CTZ11S92 Program -HVAC SIZING User#-MP1838 User -Sure Pass Energy & Design Run -Typical Run GENERAL INFORMATION FloorArea ................. Volume.. ............ Front Orientation.......... Sizing Location............ Latitude.. ..... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range.. .. ..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2379 sf 20611 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY 270 deg (W) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 9965 3351 Glazing Conduction ............... 8863 5761 Glazing Solar .................... n/a 13045 Infiltration ..................... 11724 4813 Internal Gain .................... n/a 2100 Ducts ............................ 3055 1454 Sensible Load .................... 33606 30524 Latent Load ...................... n/a 6105 Minimum Total Load 33606 36629 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. STATE OF CALIFORNIA COUNTY OF j Ps.: On e!g6r46:5Z aZ 1-9fV before me, a notary public, personally appeared Z:�YIM�jt _,�&17,q 11?,ocWA 4!Ll OFRCIAL SFAL CAROL A. DOERING NOTARY PUBLIC -CALIFORNIA f] Principal Office In BUTTE Courft CornmWen Expires SEPT. 22,1095 a 0 0 V 0 5 W -F-6 iv 0 0 Notarial Seal personally known to me (or proved to me on the basis of satisfactory evidence) tobe the person(s) whose name(s) isiare subscribed to the within instrument and acknowledged to me that+ejelas/they exe- cuted the same in-his�Mr/their authorized capacity(ie' s), and that by -hic4W/their signature(s) on the instrument the person(§), or the entity upon behalf of. which the person(s) acted, executed the instrument. WITNESS m0prid and official ry Public �� END OF BUTTE-CO-PER1-11 T .'-33 7 0 7 TEL hdn .':11 (:)5 214 H p r 21 , 94 Building Division FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requlres this 14 : 24 hJo . 005 P . 0l 94-34942 acknowledgement m Mgrs, prior to issuance of a buiidtng- permit. The property described herein is adjacent to land or Included 94-0.34942'1 Rec Fee 6.00 within an area zoned for agricultural purposes, and residents I COP 1.00 of this property may be subject to inconveniences or Recorded I Check 7.00 discomfort arising from the use of agricultural chemicals, Official Records I including, but not limited to herbicides, pesticides, and County of I i fertilizers; and from the pursuit of agricultural operations Butte I including, but not limited to cultivation, plowing, spraying, Candace J. Grubbs I pruning, and harvesting which occasionally generate i Recorder I dust,smoke, noise, and odor, Butte County has established 1:56pm 17 -Aug -94 I PUBL XX. 1 agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: AP #'69-54-04 LOT 4 - UNIT 8 - HILLCREST AVENUE KELLY RIDGE ESTATES Date: - PROPERTY OWNERS: 679��e,�� LARRY PFAFF State of California ) County of ) On before me, personally 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 subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the 'person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal; A.P. # 69-5�-04 � STRUCTURAL CALCULAT'IONS FOR TYPICAL RESIDENTIAL FOUNDATIONS BETTER BUILDERS CONSTRUCTION 5263ROYAL OAKS DRIVE OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC SI8NED ''--' ~ ~ DATE _v ^ FRANK L. TYUKOS, RCE 32434 ENGINEERING C" ��� ���v~ 5 C�ARK -ROAD =~� 9 U-0 ISE, CA 9596 �~ . .���� w— � �47916) 872-0254 � �� n u PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN - ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE`RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a :'t` TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------------------------- ____________________ 0.029 3.75 #4 @ 81.4 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25'% (IN^2): DESIGN REINF. - - HORIZONTAL: #4 c 13 COMBINED STRESSES @ WALL � FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2' OF 14 0.11 1.11 � 4 4.67 6 1.46 ` 0.33 0.13 0.20 2.24 0.16 0.108 0.180 0.11 < 1.0 PROJECT JOB NO. DATE : BETTER BUILDERS CONSTRUCTION 2 140 . 9/199 CALCIS BY 1 FLT FOOTING L'ESIGN: ---------------- DENSITY OF SOIL (PCF): DENSITY OF i :ONi_ ERTE (PCF): ALLOW. SOIL BEARING PRESSURE ( PSI'-` ): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION ION COEFFIi=:IENT — Fc: BEARING PRESSURE REDUCTION (PSF) : NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): — DEPTH (INCHES) : l o c i 150 .._� L'c �" 0 200 0.35 i? 1500 13. 6 9 6.00 DESIGN FOOTING — WIDTH (INi=HES): 14.00 — DEPTH (INCHES) : 6.00 TOTAL GRAVITY LOAD — Pv (KIP): 1.76 INCREASE OF ALLOW. SOIL . PRESSURE (%)v 0.0 ACTUAL SOIL PRESSURE — 0 (PSF): 1 511 < 1500 l SLIDING RESISTANCE — Fr (KIP) : SLAB REINFORCEMENT: RE I NF @ TOP OF WALL (BAR #):. MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES) : SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN'`2/LF) : ALLOW. TENSILE STRESS OF RE I NF . (KSI): LENGTH OF DOWELS (INCHES) : 0. JJ > 0. 20 4 8.65 4 4 7.27 c i . 0':::'_J 24 L3. 7�3 FLT ENGINEERING. 0790 CLARK ROAD PARADISE, CA ( 916 ) 872-0254 SHEET 3 OF f-1 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 CALCIS BY :FLT SUBJECT: CONCRETE RETAINING - BEARING WALL WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 4 OF 14 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD ' 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : ' TOTAL EARTH PRESSURE -Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ 0.092 3.75 #4 '@ 26.2 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - - nuRIZum`ALg #4 c 13 COMBINED STRESSES @ WALL l ^ 0.11 1.11 6 6.67 6 1.46 0.67 0.25 0.42 3.39 0.50 0.108 0.180 0.27 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING — WIDTH (INCHES): — DEPTH (INCHES): 100 150 1500 200 0.35 1500 15.29 6.00 DESIGN FOOTING — W ` — DEPTH (INCHES): 14.00 . U TOTAL GRAVITY LOAD — Pv (KIP): 2.27^ INCREASE OF ALLOW. SOIL PRESSURE (%): 3.3 ACTUAL SOIL PRESSURE — Q (PSF): 1511 < 1550 ' SLIDING RESISTANCE —Fr (KIP): SLAB REINFORCEMENT: --------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 4 6.21 4 4 14.13 0.029 24 17.05 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 1-4 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL. WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET 6 OF /9 GRADE SLOPE RATIO: LEVEL_ SOIL EQUIVALENT FLUID PRESSURE (PSF):. 30 SURCHARGE (FEET): 20 yi �# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw ( FEET ): OVERALL HEIGHT OF THE SOIL_ - Hr ( FEET ): THICKNESS OF WALL - T (I NC HES A COEFFICIENT - a : TOTAL EARTH PRESSURE - Fh r (KIP) : REACTION C TOP OF WALL - R+ (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 101 SHEAF' - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN'''•'. ) I d' (IN) SIZE & SPA (IN) --------------------------------------- 0..:08 3.75 #4 @ 11.5 MIN. VERTICAL REINF. - .15 % (IN"24 MIN. HORIZONTAL REINF. - .25 % (IN`'` '): DESIGN REINF. - VERTICAL: #4 @ 1C) - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL 0. 11. 1.11 8 8.67 6 1.46 1.13 0.41 0.72 4.54 1.14 sumums- RimmAm 0.57 < 1.o N PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY ______________ DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW.' LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF): . 1500 PRELIM. FOOTING - WIDTH (INCHES): 16.89 - DEPTH (INCHES): 15.66 DESIGN FOOTING - WIDTH (INCHES) 18.0o ' - DEPTH (INCHES) 20 UU TOTAL GRAVITY LOAD - Pv (KIP): 2.63� U INCREASE OF ALLOW. SOIL PRESSURE (%): 13.3 ACTUAL SOIL PRESSURE - Q (PSF): 1752 < 1700 SLIDING RESISTANCE - FY (KIP): SLAB REINFORCEMENT: --------------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): * DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): 1.09 > 0.72 4 4.84 4 23.28 0.029 24 28.09 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET '' OF 1� v ,/ FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAD JOB NO. : 2f40 PARADISE, CA DATE : 9/1992 (916) 872-0254 CALCIS BY : FLT SHEET -O OF A Ai SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ' -------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): . 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : ' TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): ' HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------------------------- 0.137 5.69 #5 @ 27~1 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - - HO COMBINED STRESSA @ WALL � 0.11 1.11 8 8.67 8 1.46 1.13 0.41 0.72 4.54 1.14 0.144 0.240 0.26 < 1.0 PROJECT o BETTED: BUILDERS CONSTRUCTION JOB NO. . 2140 DATE . 9/1992 CALCIS BY e FLT FOOTING DESIGN ----------------- DENSITY OF SOIL (PCF): DENSITY OF i= ONi= ERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF) ALLOW. LATERAL BEARING PRESSURE (PSF ) FRICTION COEFFICIENT — Fc: BEARING PRESSURE REDUCTION (PSF ) NET. ALLOW. BEARING PRESSURE (PSF)e PRELIM. FOOTING — WIDTH (INCHES) a — DEPTH (INCHES): 100 150 150o 200 0.35 ca 150o 18.49 11.06 DESIGN FOOTING — WIDTH (INCHES) a 20 . i o — DEPTH (INCHES): '20.0o TOTAL GRAVITY LOAD — Pv (KIP): 2.87 INCREASE OF ALLOW. SOIL PRESSURE (%): 13. ACTUAL SOIL PRESSURE — 0 (PSF) 0 1722 < 170c i SLIDING RESISTANi=E — Fr . (KIP) SLAB REINFORCEMENT: ------------------- RE I NF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET) DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED WEET)e DESIGN AREA OF SLAB REINF_ (IN''2/LF) ALLOW. TENSILE STRESS OF REINF. (KSI) LENGTH OF DOWELS (INCHES): 5 7.51 4 4 X3.28 0. 0'29 24 8. 09 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254- SHEET 7'.2-0254- SI-IFFY 9 OF /Q PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 . DATE : 9/1992 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN: ------------- ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): . 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ----------------------------------- ___----------- � 0.260 5.69 #5 @ 14.3 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF4 - VERTICAL: #5 @ 14 - HORIZONTAL: #u c 15 COMBINED STRESSES @ WALL � FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 49 OF 14 0.11 1.11 10 10.67 8 1.46 1.71 0.61 1.10 5.69 2.17 0.144 0.240 0.47 < 1.0 FLT ENGINEERING PROJECT : BETTER BUILDERS CONSTRUCTION 5790 CLARK ROAN JOB NO. . 2140 PARADISE, i= DATE . 9/1992 ( 916) 872-0254 CALCIS BY : FLT SHEET // OF b FOOTING DESIGN: DENSITY OF SOIL (PCF): 100 DENSITY OF C:ONCEF'TE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF) : 1500 ALLOW. LATERAL BEARING . PRESSUF'E (PSF) : 20c FRICTION COEFFICIENT -- Fc : 0.55 BEARING PRESSURE REDUCTION (PSF) : 0 NET. ALLOW. BEARING PRESSURE (PSF) : 1500 i PRELIM. FOOTING — WIDTH (INCHES): 20.49 — DEPTH (INCHES): 21.47 DESIGN FOOTING — WIDTH (INCHES): 24.00 — DEPTH (INCHES): 24.0C ) TOTAL GRAVITY LOAD'— Pv (KIP): 8.53 INCREASE OF ALLOW. SOIL PRESSURE 20.0 ACTUAL SOIL PRESSURE — 0 (PSF):' 1766 < 180o SLIDING RESISTANCE — Fr (KIP) : SLAB REINFORCEMENT: ------------------- RE I NF @ TOP OF WALL (BAR #) : MAX. HORIZONTAL SPAN OF WALL ( FEET) : . DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES) : SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IW2/LF): ALLOW. TENSILE STRESS OF RE I NF. ( k S I) : LENGTH OF DOWELS (INCHES): 1.65 1.10 J 6.15 4. 4 34.71 0.02 4 41.89 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL __--___-__________-__-___________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): . 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 ' YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OFTHE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): ' FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 ~ �� SHEET / OF 14 x� 0.11 1.11 12 12.67 1.46 � ` TOTAL EARTH PRESSURE _ Fhr (KIP):-. � ~ ' REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): 1.56. _ HEIGHT OF 10' SHEAR - Ho (FEET): 6.85 MOMENT - Mw (FT -KIP): �` '� ' 3.68 - � AREA REINF. (IN^2) .,d'(IN) SIZE & SPA (IN) �_ `_�________�____`'� __________________-_________ __- .. -'' 0.442 5.69 � #5 .@� 8.39999g MIN. VERTICAL REINF. - .15 % (IN -25: ^ � � ��.�0. 14 ` ' MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 � ^ ' DESIGN REINF. VERTICAL #5 @ 8 ! - HORIZONTAL: #5 15 U COMBINED STRESSES @ WALL U 0.78 < 1.0 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2140 DATE : 9/1992 CALCIS BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): 100 DENSITY OF CONCERTE (PCF): 150 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT — Fc: ` 0.35 BEARING PRESSURE REDUCTION (PSF): 0 NET. ALLOW. BEARING PRESSURE (PSF):' 1500 PRELIM. FOOTING — WIDTH (INCHES): 22.49 — DEPTH (INCHES): 39.34 DESIGN FOOTING — WIDTH `-� DEPTH (INCHES): 30.00 - TOTAL GRAVITY LOAD — Pv '(KIP): ` U 4.18" INCREASE OF ALLOO SOIL PRESSURE (%): 30.0 ACTUAL SOIL PRESSURE —[l (PSF): .'' 1930 <0950 SLIDING RESISTANCE — Fr (KIP): ' 2.33 > 1.56 SLAB REINFORCEMENT: � ____________�_�_�__ REINF @ TOP OF (BAR #): ` MAX. HORIZONTAL.SPAN OF WALL (FEET): 5.21 DESIGN HORIZONTAL SPAN (FEET) : � ��` 4 SLAB THICKNESS (INCHES): 4' SLAB WIDTH REQUIRED (FEET): 4043 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 24 LENGTH OF DOWELS (INCHES): 58.45 � FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 . �� &y SHEET . xOF f � STRUCTURAL CALCULATIONS FOR CANTILEVER RETAINING WALLS BETTER BUILDERS CONSTRUCTION 5263 -ROYAL OAKS DRIVE OROVILLE, CA 95966 CALCULATIONS ARE IN COMPLIANCE WITH THE 1991 EDITION OF THE UBC SIGNED � �~-~�-' ~-' v ~ ' DATE _ FRANK L. TYUKOS, ��E 32_434 Lu LL = CC) lN8 ROAD �� ���� 96�� � � 4x ��_ ~ 54 � ���.' .����� v .��, i PROJECT JOB NO DATE BETTER BUILDERS CONSTRUCTION u 2127 7/1992 CALCIS BY i FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL_ DESIGQ. -------------- ALL CALCULATIONS ARE IN UNITS/LN. FT FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 2 OF /5 GRADE SLOPE RATIO: LEVEL_ SOIL EQUIVALENT FLUID PRESSURE (PSF) o 30 SURCHARGE (FEET): � YIELD STRENGTH RE I NF e (KSI): 4c ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (FS I) s 2000 GRAVITY LOAD — DEAD LOAD (KIP): — LIVE LOAD (KIP) OVERALL_ HEIGHT OF THE. WALL — H (FEET): OVERALL HEIGHT OF THE SOIL — Hr (FEET) THICKNESS OF WALL — TOP (INCHES): — BOTTOM ( INCHES ) COEFFICIENT — a TOTAL EARTH PRESSURE — Fw (KIP) MOMENT — Mw XT—KIP): AREA RFINF. (IN'2) 'd' EIN) SIZE & SPA (IN) 0025 3.75 #4 @ 97.7 MIN. VERTICAL RE'I.NF. -- .15 % (IN`' 2) MIN. HORIZONTAL REINF. — .25 % (IN"20 DESIGN RE I N1= e — VERTICAL: #4 @ 24 — HORIZONTAL: #4 @ 13 i_OMBINED STRESSES @ WALL .12 1.24 0.14 0.14 o. ioe 0. IsO 0.10 < 1oii ri . PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 DATE : 7/1992 CALCIS BY : FLT FOOTING DESIGN; ---------------- DENSITY ______________ 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: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 � SHEET ~ OF /�' 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 10 DESIGN FOOTING WIDTH - HEEL (INCHES): 8 - TOE (INCHES): 8 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 22 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) ------------------------------------------------ 0.020 6.75 #4 @ 119.8 DESIGN TOE 0.22 0.28 0.81 0.86 3.06 0.58 0.20 0.16 1.83 0.56 737.23 < 1500 148.22 > 0 1413.60 < 1500 824.59 > 0 0.35 > 0.22 0.87 0.20 ' PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 DAN : 7/1992 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ______________________________ WALL DESIGN: ------------ ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISEj CA (916) 872-0254 GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINFd (KSIA 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD- DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF -THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) _ ____________________________________________ � 0.083 3.75 #4 @ 28.9 MIN. VERTICAL REINF. - .15 % CIN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VER - HORIZONTAL #4 @ 13 COMBINED STRESSES @ WALL: / FOOTING DESIGN- --------------- DENSITY ESIGN:_______________ 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: .12 1.24 5 4.5 6 6 1.46 0.30 0.46 0.108 0.180 0.25 < 1.0 100 150 1.5 2.5 1500 �VU 0.35 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 DATE * : 7/1992 CALCIS BY : FLT DESIGN FOOTING DEPTH (INCHES): 12 DESIGN FOOTING WIDTH - HEEL (INCHES): 18 - TOE (INCHES): 12 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 36 OVERTURNING FORCE - Fo (KIP): ECCENTRICITY - e (FEET): 0.45 OVERTURNING MOMENT - Mo (FT -KIP): 0.83 TOTAL RESISTING WEIGHT - W (KIP): 1.62 RESISTING MOMENT - Mr (FT -KIP): 2.81 OVERTURNING RATIO - SF 447.08 > 0 3.38 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 NET MOMENT - Mn (FT -KIP): 1.98 ECCENTRICITY - e (FEET): 0.28 ECCENTRIC MOMENT - Me (FT -KIP): 0.45 FOOTING AREA - Af (F|'`2): 3.00 SECTION MODULUS - S(FT^3): 1.50 SOIL PRESSURES - DL ONLY - SPt (PSF): 839.58 < 1500 - SPh (PSF): 240.42 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1459.58 < 1500 - SPh' (PSF): 447.08 > 0 SLIDING RESISTANCE - Fr (KIP): 0.67 > 0.45 FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 1.29 MAX. MOMENT @ TOE - Mt (FT -KIP): 0.47 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ---------------------------------------------------- 0.036 8.75 #4 @ 65.9 DESIGN TOE REINF.: #4 @ 24 FOOTING - HEEL: UNIFORM WEIGHT @ HEEL - Wv (PLF): 600.00 WEIGHT DUE TO GRADE SLOPE - Wg (PSF): 0.010 PRESS. @ REAR FACE OF WALL - SPf (PSF): 540.00 MAX. MOMENT @ HEEL - Mh (FT -KIP): 0.14 AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) 0.010 9.75 #4 @ 249.9 DESIGN HEEL PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 DATE : 7/1992 CALCIS BY ; FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL ------------------------------ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (RSF):- SO SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI); . 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP)-. \ - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a :, TOTAL EARTH PRESSURE- Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF, (IN^2) Id'(IN) SIZE & SPA (IN) -------------------------------------------------------- 0.197 8.75 #4 @ 12.2 MIN. VERTICAL REINF. - .15 & (IN^2); MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. 2 VERTICAL: #4 @ 12 - HORIZONTAL: #4 @ 13 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL - H2 (FEET): HEIGHT FROM TOR OF THE SOIL - Hr2 (FEET); THICKNESS OF WALL - BOTTOM2 (INCHES): TOTAL EARTH PRESSURE - Fw2 (KIP); MOMENT @ Hw2 - Mw2 (FT -KIP): AREA REINF. (IN^2) Id`(IN) SIZE & SPA (IN) 0.088 2.75 #4 @ 28.9 DESIGN REINF, -VERTICAL: #4 @ 241 1 FLT ENGINEERING 5790'CLARK ROAD PARADISE, CA (916) 872-0254 SHEET 6; OF /5 0.54 1.08 � 0.55 <.1.Q 5 4.5 6.00 0. 30) 0.46 C. PROJECT : BETTER BUILDERS i_ ONSTRUi :TION JOB NO. . 2127 DATE : 7/1992 CALCIS BY : FLT FOOTING DESIGN: --------------- FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (91 E) 872-0254 SHEET 7 OF /S DENSITY OF SOIL ( PCF) : 100 DENSITY OF CONS_ ERIE (PCF): 15i � OVERTURNING RATIO — MIN:. 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF): 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 20si FRICTION COEFFICIENT — Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 15 DESIGN FOOTING WIDTH — HEEL (INC=HES): 3o — TOE (INCHES): 16 FOOTING KEY — DEPTH & WIDTH (INi=HES): o — BACK TO BACK OF WALL ( INCHES): c i TOTAL WIDTH OF FOOTING (INC=HES): 5' OVERTURNING FORCE — Fo (KIP): 0.79 OVERTURNING MOMENT — Mo-(FT—KIP): 1.91 TOTAL RESISTING WEIGHT — W (KIP): 2.9' RESISTING MOMENT — Mr (FT—KIP): 7.35 OVERTURNING RATIO — SF 3.8E NET MOMENT — Mn (FT—KIP): Ei=:CENTRICITY — e (FEET) : ECCENTRIC MOMENT Me (FT—KIP) : FOOTING AREA — A f (FT�2) : SECTION MODULUS — S (FT•"•3) : SOIL PRESSURES — DL ONLY — SPt (PSF): — SPh ( PSF) : SOIL PRESSURES — ADDED LL SPt' (PSF): SPF 9 (PSF): SLIDING RESISTANCE — Fr (KIP) : FOOTING — HEEL: UNIFORM WEIGHT @ HEEL — Wv (PLF): WEIGHT DUE TO GRADE SLOPE — Wq (PSF): PRESS. L REAR FACE OF WALL — SPf (PSF): MAX. MOMENT @ HEEL — Mh (FT—KIP): AREA REINF. (IN' 2) rdy (IN) SIZE & SPA (IN) --------------------------------------------------- 0.042 12.75 #4 @ 57. DESIGN HEEL REINF.: #4 @ 36I 5.44 0.3 0.88 4.33 JJ 3o1J i 3 J 956. 55 1500 391. 14 > 0 1473.83 < 1500 448.17 > o 1.18 > 0.79 787.5o 0.00 71.7.34 0.78 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 DATE : 7/1992 CALCIS BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: � ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET e OF 5 - GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): . - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : ' TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------------------------------- 0.130 5.69 #5 @ 28.7 MIN. VERTICAL REINF. " i15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VER - HORIZONTAL: 5 @ 15 COMBINED STRESSES @ WALL: / FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: -MAX- ALLOW. MAX:ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: .12 1.24 6.5 '6 8 8 1.46 0.54 1.08 0.144 0.240 0.25 < 1.0 100 150 1.5 2.5 1500 200 0.35 PROJECT e BETTER BUILDERS CONSTRUCTION JOB NO. . 2127 DATE a 7/1992 CALCIS BY e FLT DESIGN FOOTING DEPTH ( I Ni_ HES? : 15 DESIGN FOOTING WIDTH — HEEL (INCHES): 28 — TOE (INi=HES): 16 FOOTING KEY — DEPTH & WIDTH (INi=HES)o 0 — BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING c: I Ni= HES) e 52 OVERTURNING FORCE — Fo (KIP): 0.79 OVERTURNING MOMENT — Mme, (FT—KI F') e 1.91 TOTAL RESISTING WEIGHT — W (KIP): 2.98 IVES I ST I Nim MOMENT — Mr (FT—K I F') . 7.43 OVERTURNING -RATIO — SF 3.92 NET MOMENT — Mn (FT—KIP): 5.57 ECCENTRICITY — e (FEET): 0. 3o ECCENTRIC MOMENT —'Me (FT—KIF')e o . 8'D FOOTING AREA — A f (FT•:"":_) e 4.33 SECTION MODULUS — S (FT"3) c 3.13 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA ( 916) 872-0254 SHEET `I OF /S SOIL PRESSURES — DL ONLY — SPt (PSF) 0 972.77 < 150i � — SPh (PSF) o 403.77 > 0 SOIL PRESSURES — ADDED LI— — SPt 9 (PSF) 0 1457.03 < 1500 — SPh 9 (PSF) e 491.81 > 0 SLIDING RESISTANCE — Fr (KIP): 1.20 > 0.79 FOOTING — TOE EARTH PRESSURE @ TOE — Fv (KIP): 1.74 MAX. MOMENT @ TOE — Mt (FT—KIP): 0.92 AREA REINF. c: IN'''•:_) 9 d' (IN) SIZE & SPA (IN) ----------------------------------------------------- 0.054 c i54 1 1.69 #5 @ 69.2 DESIGN TOE REINF.-. #5 @ 24 FOOTING — HEEL UNIFORM WEIGHT @ HEEL -- Wv (PLF) a 787.50 WEIGHT DUE TO GRADE SLOPE — Wq (PSF) o 0.00 PRESS. @ FEAR FACE OF WALL — SP f (PSF) 0 710.15 MAX. MOMENT @ HEEL — h (FT—KIP): 0.61 AREA REINF. (IN' 2) l d° (IN) SIZE & SPA (IN) --------------------------- 0. 03'2 12.75 #4 @ 73.9 DESIGN HEEL REINF.: #4 @ 401 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 DATE : 7/1992 CALC'S BY : FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL __________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : ' TOTAL EARTH PRESSURE - Fw (KIP):. MOMENT - Mw (FT -KIP): .12 1.24 8 7.5 8 8 1.46 0.84 2.11 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET /0 OF 15 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) --------------------- ___________________________ 0.253 5.69 #5 @ 14.7 MIN. VERTICAL REINF. - .15 % (IN^2): 0.144 MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.240 DESIGN REINF. - VERTICAL #5 @ 12 ^ - HORIZONTAL: #5 @ 15 COMBINED STRESSES @ WALL: | � 0.46 < 1.0 HEIGHT FROM TOP OF THE WALL - H2 (FEET): 6.5 HEIGHT FROM TOP OF THE SOIL - Hr2 (FEET): 6 THICKNESS OF WALL - BOTTOM2 (INCHES): 8.00 TOTAL EARTH PRESSURE - Fw2 (KIP): 0.54 MOMENT @ Hw2 - Mw2 (FT -KIP): 1.08 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.130 5.6% 5.69' #5 @ 28.7 DESIGN REINF. - VERTICAL #5 @ 24 | PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 DATE : 7/1992 CALC'S 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: 100 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 18 DESIGN FOOTING WIDTH - HEEL (INCHES): 38 - TOE (INCHES): 24 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 70 OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DL ONLY - SPt (PSF): - SPh (PSF): SOIL PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE - Fr (KIP): FOOTING - HEEL: UNIFORM WEIGHT @ HEEL - Wv (PLF): WEIGHT DUE TO GRADE SLOPE - Wg (PSF): PRESS. @ REAR FACE OF WALL - SPf (PSF): MAX. MOMENT @ HEEL - Mh (FT -KIP): 1.22 3.65 4.61 16.07 4.41 12.42 0.22 1.02 5.83 5.67 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) 0.053 15.69 #5 @ 70.3 DESIGN HEEL FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET A' OF 05- 968.83 < 1500 610.89 > 0 1308.94 < 1500 695.91 > 0 1.84 > 1.22 975.00 0.00 805.20 1.22 PROJECT e BETTER BUILDERS CONSTRUCTION JOB NO. .17 DATE . 7/1992 CALCIS BY o FLT SUBJECT: CONCRETE CANTILEVER RETAINING WALL WALL DESIGN ALL CALCULATIONS ARE IN UNITS/LN. FT. FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916)872-0254 SHEET /2 OF /s GRADE SLOPE RATIO:, LEVEL SOIL_ EOU I VALENT FLUID PRESSURE (PSF) e . 30 SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE :RETE (PSI)a 2000 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 ( I NC HES ) — BOTTOM . (INC:HES) COEFFICIENT — a a TOTAL EARTH PRESSURE — Fw (KIN: MOMENT — Mw (FT—KIP): AREA REINF. c:IN� 2) 9d9 (IN) SIZE & SFA (IN? ---------------------------------------------------- 0.437 5.69 #J @ 8.5 MIN. VERTICAL REINF. - .15 i (IN" 2) MIN. HORIZONTAL REINF. — % c: IN. 2 i a DESIGN REINF. — VERTICAL: #0 @ S — HORIZONTAL: #`, G 15 COMBINED STRESSES @ WALL: HEIGHT FROM TOP OF THE WALL_ — H2 (FEET): HEIGHT FROM TOP OF THE SOIL — Hr 2 (FEET THICKNESS OF WALL — BOTTOM ' (INCHES TOTAL EARTH PRESSURE — Fw ' (KIP)., MOMENT @ Hwy — Mw (FT—KIP): AREA REINF. (IN�2 ) i d° (IN) SIZE & SPA (IN) ------------------------------------------------ 0.206 5.69 #5 @ 18.1 DESIGN REINF. — VERTICAL: #5 16 .12 1.24 '3. 0 9 8 8 1. 46 1.22 3.65 6J 0.144 0. 240 0. . 78 < 1. c=) 7.5 7 S. 00 0. 74. 1.72 FLT ENGINEERING PROJECT o BETTER BUILDERS CONSTRUCTION 0790 CLARK ROAD .:TOB NO. . 2127 FARADISE9 CA DATE . 7/1992 ( 916) 872-0254 CALCIS BY : FLT SHEET /3 OF /S HEIGHT FROM TOP OF THE WALL — HS (FEET)- 5.5 HEIGHT FROM TOP OF THE SOIL — Hr 5 (F EET) 0 5 THICKNESS OF WALL -- BOTTOMS (INCHES): 8.00 TOTAL EARTH PRESSURE — Fw5 (KIP): 0.38 MOMENT @ Hw5 — Mw5 (FT—KIP): 0.63 AREA REINF. (IN`•'• :)dl(IN) SIZE & SPA (IN) 0.075 5.69 #5 Q 49.6 6 DESIGN RE I NF . — VERTICAL: #5 C 4 FOOTING DESIGN --------------- DENSITY OF SOIL (PCF): 1 (_ 0 DENSITY OF CONS ERTE (PT): 150 OVERTURNING PATIO — MIN: 1.5 — MAX: 2.5 ALLOW. SOIL BEATING PRESSURE §PSF)0 1500 ALLOW. LATERAL BEARING PRESSURE (PSF) o 200 FRICTION COEFFICIENT — Fc: 0.55 DESIGN FOOTING DEPTH (INCHES): 18 DESIGN FOOTING WIDTH — HEEL c: I NCHES) 0 50 — TOE (INCHES): 28 FOOTING KEY — DEPTH & WIDTH (INCHES)o 0 — BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 86 OVERTURNING FORCE — Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT -- W (KIP): RESISTING MOMENT - Mr (FT -KIP) OVERTURNING RATIO = SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET)-. ECCENTRIC MOMENT - I`ve (FT -KIP): FOOTING AREA - A .r (FT' 2 ) SECTION MODULUS - S (FT"3 SOIL PRESSURES - DI_ ONLY - SP t (PSF ) - SPh (PSF) SOIL PRESSURES --- ADDED LI_ — SP•t 9 (PSF) -- SPF l (PSF) 1.65 5. 79 6.45 27.69 4.78 '1.91 0.18 1.14 7.17 S. 56 1031.20 1500 765.92 > i i 1337.00 < 15� �c 804.16 > 0 SLIDING RESISTANCE - Fr (KIP) ,. 2.48 > 1.65 PROJECT : BETTER BUILDERS CONSTRUCTION JOB NO. : 2127 DATE : 7/1992 CALCIS BY : FLT FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): 2.92 MAX. MOMENT @ TOE - Mt (FT -KIP): 2.93 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ------------------------- �______-________________ 0.136 14.69 #5 @ 27.3 DESIGN TOE R FOOTING - HEEL: UNIFORMWEIGHT @ HEEL - Wv (PLF): 1125.00 WEIGHT DUE TO GRADE SLOPE - Wg (PSF): 0.00 PRESS. @ REAR FACE OF WALL - SPf (PSF): 919.31 MAX. MOMENT @ HEEL - Mh (FT -KIP): 2.45 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________---- ___--- _________________________________ 0.107 15.69 #5 @ 34.9 ' DESIGN HEEL � FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 � � SHEET 1-51~— OF