Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
069-240-003
069-240-003 94-09�2B,,P E', M. HAHN,"WENDELL &JEAN ;KANAKA `AVE OROVILLE CONT: -STEVE •ORSILLO -CONSTRUCTIO�i NEW SINGLE TAMILY r 1 li • J' r. - OVA SkA RESMENTIAL 069 240-003 94-0952B,P,E,M HAHN, WENDELL & JEAN Gla( KANAKA AVE., OROVILLE CONT: STEVE ORSILLO CONSTRUCTION NEW .SINGLE FAMILY V=OK O = Not OK No ReeaadyeBle MOBILE HOMES `� MISCELLANEOUS' Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements -� 2. Soils; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel., 3. Sewer; Location -Teat -Fall -C/O Concrete 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Teat -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors 5.. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete Shthg -Rfg.-Bracing 6.' Gas; Location -Test -Wrap: / /"L"ft. t 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 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/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 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 (Plana) 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- Pane Iboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test V V=OK O = Not OK - = Not Applicable = Not Ready } RESIDENTIAL (Single '& Duplex) 1 (r/ ` LCFtg., Mein; Soils-Elec.<Grnd ;/j�T`Ftg. Depth Garage; Soils-Steel-Ele6_Grnd.#_*`rFta. Death 4. Ft ., Porches & Decks; Soils -Steel-/ /Ftg. Depth St ells, Main; Steel-Blockouts-Wrapped . Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Material -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date/Iriitials PLUMB G Permit OK except #'s ate tr.; Vent -Access -Combustion Air -Baffle IV-0—Kr Pipe; Test & Anchor -Nall Protection W.V.; Test -Fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21.- Gas Pipe; SID& Anchors Date/initials'' ELECTRICAL Permit OK except #'a Fixture & Transformer Clearance -Ins. Protection 23--ETe-6. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 26r uffi3x Installed Close to Edge of Studs & C . 26. Equip. Ground made up w/Mach. Fastners- and (jas & Water 2 iance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ge. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral O Yes ❑ No SO. -Service -Riser Conductors & Ground -Main Disconnect gyip-Clearances Panels -Motors -Mach. Equip. 32-ClothpALloset Light -Shower Light -Spa Light 37 -Smoke Detector Date/Initials MECHANICAL (Permit) OK excent #'s Q4._A!C. Ducts Insulation & Support 35rVgn-t Fan; Exhaust above insulatio i. $7!Furr eRce-Vent; Access -Comb. Air -Return Air Vent -115 outlet 36 -Attic Access & Platform if Furnance in Attic Datg/Inftials FRAMING IP.lans) OK excent #'s IT- SO---5HsyFoper Material & Anchors Is Studs -Nailing, Spacing & Bracing -Plates -Sound earing Wells over Girders & Floor Nailing ra top in Walls (rat proof) Fire tops; Furred Ceilings -Stairs -Chases -Tub 7 1 WMT7441,48-aders & Beam -Size & Bearina Date/)njtials _ FRAMING (Continued) ties-Purlin=roof Brac- Lies or Type A Flue -Fireplace Throat clearance iss; Size & Romex Protection -Draft Stop -Ins. Baffles idows or Exiting Doors -Sill Hgt. & Dimensions re Protection Framing Line Firewall & Openings i -One 3' -Check Garage -3rd Story. 2 Exits / talr% Width -Headroom -Rise -Run -Landing -Fire Protection ood on Roof Overhang -Attic Vents -Rafter Outriaaers t'i / 5B.'S' c[G"1; -Mesh--grip Screed -Fd. Vents-Underflr. Access vV _ lazing Area -Glass Protection -Skylights -Plastic ar Wells; Nailina-Bolts 60. W111=111 i/ r Date/Initials FINA las OK except #'s Steps -Door & Sidelight Protection -Landings jPr5Wb-ke Detector Furnace; Vents -Clearance -Comb. Air-Connector- Iry9'rage; Above Floor -Ducts -Mach. Protection G.F. Bath Fixtures & Tub Access -Spa c. Trim & Subpanel; Breaker Sizes & Labels S & Rails jArFLr9pWc-e or Stove; Clearances -Hearth Outlets at Wood Panel; Int. & Ext. t.Fixt. & Appliance; Grnd :Air Gap -Cooking Clearance gjj�klec. Outlets & Receptacles at Kit. Counter V7V Garage Fire Door, Swina-Landlna-Closer QW-Wtr. r.; Vents -Clearance -Comb. Air-Connector-P.R.V. I a age; Above Floor -Mach. Protection Lrr_PW'EIec. & Mach. Equip. Listed for Location c. Receptacles in Garage; (G.F.I.)-Romex Protection 7. lgkla on -Foam -Looked in Attic O Yes quefgRails & Deck Construction -Post Caps A,,79. Fdn. Vents & Crawl Hole Door -D age & Wood -Earth Clearance Looked under Flo ❑Yes 80. Following instid.; Drive ❑ No; Walks 0 Yes o; Planters O Yea L6kNo 4 -Oueeel Brewa:Finish ,/.Af A. ' nit; Disconnect, Electrical, Plumbing Vents Above Roof; Pibg: Appliance -Fireplace: Clearance to O 'nings 8 er Well; Disconnect, Electrical, Plumbing erior Elec. Trim; G.F.I. Receptacle -Underground 6. V Illation Throughout House . Glass Protection 88. Corrections from Previous Inspections s Test -Meters Tagged; Gas -Electric 06tlt& Sewer Co ted -C/O to Grade -HD Approval Wonergy ComplInce Certificate -Other Certificates Comnwnts s7—Final— COUNTY OF BUTTE - DEPARTME14T OF'DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, CalifoMia 9565 -Telephone (916) 538-7541 21AMIT _ 65Q• APPLICATION AND PERMIT �- ASSESSOR PARCEL NUMBER -2 - ZONING - BUILDING PERMIT OWNER NDETT. JEAN HAHN TELEPHONE 589-4376 SQ. FT. OCC. BUILDING VALUATION 1380 R 74,520 OWNER'SMAILING ADDRESS J. DRIVE, OROVILLE, 99966 565 M 10,170 CONTRACTOR'S NAME S71711F ORqTT,T,O CONSTRUCTION TELEPHONE 539-1131 528 M 9,504 980 C 3,640 CONTRACTOR'S MAILING ADDRESS Fireplace A 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ (19 334 Filing Fee $ P 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 6 9.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 41 9170 Energy Plan Checking Fee $ 3.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 6121 XANAXA AVENUE, OR01.11-1-1-E PERMIT FEE $ 1.0 8.20 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 96.00 Solar or heat pump water heater 23.00 Water piping 15,00 19-00 LOTNO. 263 SUBDIVISION'S NAME KELLY RIDGE #3 PARCEL MAP 58-76 Each gas water heater or vent 15.00 USE OF STRUCTURE SFAXDuplex O Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home TTF6 W @20.00 TYPE OF WORK Nev�j, Addition ❑ Remodel ❑ Utilities O Installation O Other O Describe Work: 2 BEDROOM PERMIT FEE $ j Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 100101 LESS I 200A OR LESS 23.00 Main Service ( 200A To 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BLDS. I So.86.55 3.5C FT, CONTRACTORS LICENSE LAW( I declare under penalty of perjury (check one) I am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions C y 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) ❑ I am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET .NON-RESID. ( BRANCH CIRCUITS I @7.50 POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 1.00 B20 @00 Ex. Occup. FIX50 ED APPWS. OR p' ( OUTLETS IRESID.1 EA. I 5.00 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. l 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. PERMIT FEE $ 129.55 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating DUAL ATTIC 15.00 Cooling 15.00 Hood 6.50 6.50 Ventilation 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 liabiliti judgments, costs, and expenses which may in any way accrue against said Coun consequence f the granting of this permit. / X Date y -Z- o' / Sign ture of Applicant - El Owner ❑ Contractor 0 Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. &Q ! / Z10 7 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R-3 CONST. TYPE `%N TOTAL FEE $ HA2- - D. FEE IMP FLOOD X CDF X PARCEL Po HD SSU - - - - This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By '" `"� Date �� /7 p� PERMITEXPIRES ONs, IDe tel 162441/506/ Q/ .x/ 0 /p � � Receipt No. �D� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR TLD ENROD-APPLICANT COUNTY 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 6 /y — _ ) —00 � r� /�iI ZONING .t/ BUILDING PERMIT OWNER - ,rr�,/ / A / /(/ Pa14OWN L P"o//GEV 3`/ ! SQ. FT. OCC. BUILDING VALUATION SMAILING- DRE 11 - �+ CONTR TOfl'S NAM HONE IrL WFIreplace coN C R'SMAILING ADDRESS �j (�� & CONSTRUCTI N UGER 54 UNKNOWN Total Valuation $ 41. LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee &3 7.50 $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee 415.70 $ Energy Plan Checking Fee $ d ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty CD BUILDING ADDRESS-^ �/ �C� r/ PERMIT FEE $ PLUMBING PERMITriling Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Loi#tO,r /J1v" SUBDIVISION'S NAME PARCEL =AP Each gas water heater or vent 15.00 USE OF STRUCTURE SF I� Duplex ❑ Mobilehome ❑ Other /` sPECIFv Gas piping system 1 - 5 outlets 15.00 �()Q Building sewer 15.00 Mobile Home S G I W @20.00 TYPE OF WORK _)(El ❑ Remodel ❑ Utilities ❑ Installation Other ❑ `� Describe Work: '�J/'� PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( IV 00 LESS ) 200A OR LESS 23.00 Main Service ( 200A TO IOOOA ) 46.00 NEW CONST. DWELLING OCC UP. OR ADDNS. ( & ACC. BLOS. ) S 3.50 FT.p, CONTRACTORS LICENSE LAW 1 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 Q. 1, 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 NEW CONST. MULTI.OUTLET •NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8SINGLE OUTLET CS. Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL. .50 Ex. Occup.FIXED APPLNS. OR ( OUTLETS IRESID.I EA. ) 5.00 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. ❑ 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. ❑ 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 $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ d d 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 ag ins said County in consequence of the granting of this permit. X Date Signature of Applicant - ❑ Owner ❑ Contractor Ell 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 0.75 occ co T-. `vPE t TOTAL FEE S HAZ. D. FEES IMP FLOOD CDF PARCEL '�� PO HD ISSUE This permit is hereby issued under the of the Butte County Code and/or Resolutions indicated above for which fees have been By PERMIT EXPIRES ON lDetel applicable provisions to do work paid. Date Receipt No. , �l/� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK-INSPECTO GOLDENROD -APPLICANT 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 ER CORRECTION NOTICE `�_2--- 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 c act this office immedi tely. cc -4 r- C2;) Lie 4-0, ; Date � Inspector REV 10/9 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES _. 11469 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 OWNM PERMIT NO. A rause Tann iundicates that the following violations of Butte County Ordinances exist at the above and should be corrected. Please notify this office -when correction.of work -' isaoo yo>71haveany questions pertaining to this matter, or need additional explanation, please t}3is aaffice immediately. 'A� Date Inspector REV 1492 _ 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 ti 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE d h 7 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at 4. 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. n 00 le, &-- a l � at ° vk S r n< Date .1JInspector , %d REV 10/92 I(IsuIJ�10f1 Certrflcatc Sl - cid - ua Gia- �� :• . • Nvm:YT tnJ Svcii , C Subdm icri Lot'Numtxs :. DeseriptiO.n of lnstallatioh .. ROOF Ma�trul TDicincss ('�rct,cs) Braild Nariic Mlcrrnai Rc iivarcc (R-Yalut) CEILING Biu orBla kcaypc FIBERGLASS B rand Nirnc CERTAINTEED ibkincss ('macs) IooxFdiTypc INSUL.SAFE III--BraadNsrite 'Ilscrasil R� CERTA TNT Cgniractct's minimum iiut llcd wggfivrt lb Miniraurh thicvoacis , b[v►ulactur:r s ecuttlkd wceght per 3quzrc fooc to acMi:yc T3cratzl Resist,= (R -Yalu;) EXTERIOR WALL Matcr'ul . • bidutus ('utcres) Brsad Nark CFRTATUT: t .. sn= Thcrmal R.cs (R -V21 - FlAlSED FLOOR Ma� FIBERGLASS Brand Nahle CERTAINTEED ' Ibidmcss cipazs) G 1/c/ thc:mzl Rcsum-xc (et•Valuc) SLAB FLOOR. Thickncss ('u cr.:s) Brand Nzrnc , Vida, ('inches) . Thf_, l Rcsismc• (R-Vi!ur.) FOUNDATION WALL bV�rsl FIBE.RGL 8S Thictncu (inches) BrsndName . CERT Thcrizul Rcsisuncc (R-Vali c) Declaration . .1 hMby cctufy that otic �t�Yc , the eurtcnt 1)uilding Ener cd in the building at th.e above louoon in co'nrotminec with California Adminis C a for new ruidcntiil buildings cont-iincd inTitic24 of the Installation Certificate: Residential CF -613 BUILDING OWNER: W FA) JJ BUILDING PERMIT #: - 4, BUILDING LOCATION: (p l a An installation certificate is required to be posted at•the building site prior to the issuance of the occupancy permit. This form may be used to meet these requirements. All appliance categories listed below are the actual equipment installed. Note that the efficiency and type of the appliance installed must be equivalent or better than the appliance specified oh the Certificate of Compliance (CF -1R). This certificate (or its equivalent) shall be.prepared and signed by the person(s) assuming overall responsibility for the appliance installation. I, the undersigned, verify that the equipment listed in the category above my signature is the actual equipment installed and that the equipment meets or exceeds the requirements of the Appliance Efficiency Standards. In addition, I have verified that the equipment is equivalent to or more efficient than the equipment specified on the Certificate of Compliance submitted to demonstrate compliance with the Energy Efficiency Standards for residential buildings. HVAC SYSTEMS Note: Hydronic boiler information is entered here. Other hydronic or combined hydronic equipment is listed under Water Heating Systems. Heating Equip. CEC Cartif led Actual Distribution Duct or Heating Load Heating Type (furnace, Manuf. Make & EffIclency Type and Piping Before Over- Equipment heat pump, etc.) Model Number (AFUE, etc.) Location R -Value Slzin4 (Btuh) Capacity (Btuh) Cooling Equip. Type (air cond. heat pump, etc. CEC Certif led Compressor Unit' Actual Distribution Duct or ign heat gain rate have boen determ are two of the criteria used for uidi WATER HEATING SYSTEMS 1. For small gas storage (rated input:5 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input >75,000 Btu/hr). list Rated Input, Recovery Efficiency arid Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovary Efficiency. For Instantaneous electric water heaters, list Rated Input. FAUCETS & SHOWER All faucets and shower ad i /sIfisted in the Commission's Directory ert'rfi au n. Sh werheads, pursuant to Ti 24 ,ection 111. SignatureDate' Plu contractor-(.Co� r General Contractor or Owner THIS CERTIFICATE MUST BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AI0 A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 Energyl External Water Heating CEC Certified Rated' Tank Factor or Tank System Type Manuf. Make & Input (kW Capacity Recovery Standby' Insulation (storage gas, etc.) Model Number or Btuh) (gallons) Efficiency Loss (%) 'R -Value RD P ft-I)E_ o. "s"► (01 1. For small gas storage (rated input:5 75,000 Btu/hr), electric resistance and heat pump water heaters, list Energy Factor. For large gas storage water heaters (rated input >75,000 Btu/hr). list Rated Input, Recovery Efficiency arid Standby Loss. For Instantaneous gas water heaters, list Rated Input and Recovary Efficiency. For Instantaneous electric water heaters, list Rated Input. FAUCETS & SHOWER All faucets and shower ad i /sIfisted in the Commission's Directory ert'rfi au n. Sh werheads, pursuant to Ti 24 ,ection 111. SignatureDate' Plu contractor-(.Co� r General Contractor or Owner THIS CERTIFICATE MUST BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL AI0 A COPY SHALL BE POSTED WITHIN THE BUILDING. JANUARY 1993 COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER /T/7/t/ A 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.r 3. Complete plans, 3/4 sets, signed by preparer of plans . .. � ��.�-��....... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . Hazardous Material Form. ............................................ 6. Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered truss details and layout in duLate (required prior to plan check). .... Kp Mobilehome data and manufacturer' nsta a ion tructions, 2 sets. ......... ees of $ ,� �- 9..8.0.. 9� ..........................K:�7 — Impact fees as sho n on attached sche u . 12. California Department of Forestry plan approval eestp� .. r -Flood elevation letter (100 year flood) by Californ neer. ............... . 4. Sanitation and plot plan approval ,G.DA+R%D Health Department. ........... 1 . 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: 18. "a6ntact Land Development.about (A) Improvements (B) Drainage. ... .... . ,Ott_ r -Driveway permit (construction approval, required prior to occupancy). q!/.&Y..ir?,� . . Pre -inspection for required. .. o B�i�a g Inspection dorr (Date) Contractor's license information. (No. Name Style, Classification). ............. . 22. Certificate of Workmans CompensaTon Insurance . .......................... . caner -Builder Verification (Given to owner Mail to owner _) ............ � — 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 . ............... J 31. Existing violations/expired permits . ...................................... 47 32. Plan check list . ..................................................... 33. 34. When issue the permit, process as follows: mail -to owner Mail to contractor. Telephone and hold for pickup at le-- office. Deliver with inspector. Other Parcel Creation '/ , ' / Acreage Applicant �!� GL�G� Date � Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submittedri r t t su ce: 1. Index permit for above items No. / 2. Additional items required: above . 092.06-3 Contractor, designer, owner, was advised of above required data by _ phone _ mail Cour Contractor, designer, owner, was advised of above required data by _ phone _ mail Cour Plans checked by Date Plans approved by Sets of plans on hold in File cabinet AP folder aC'$ Copy - Department of Public Works dy�c. d% * 9,V - 095 2. -P,evfsivf"/ &79/9 At time.of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION i 7 COUNTY .CENTER DRIVE, OROVILLE CA 95965 - TELEPHONE (916) 538-7541 OWNER - ' A.P. # G� PROPOSED_ BUILDING USE DATE A �Ll REC. # DATE- REC 1. SCHOOL DISTRICT FEES (paid at District Office).. ... .................... SHERIFF FEES (paid at Building Department) 'Residential ..... unit. amt. . Commercial (sgft) x sq . f t .=' amt. 41,q- , / 3. URBAN AREA FEES - (paid at Building Department) Residential (per unit) x =$ # units amt. -.Commercial (per ,sq.ft) x` _$ sq I . t . 7 amt . . /�- 1/. � 4. 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 8. OTHER At time.of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE t t 94-021126 194-021126 __194-021126 94- 'P. 1126'1 Rec Fee 9.00 I Check 9.00 Recorded Of i ial Records I I I I ounty of Butte Candla e J. Grubbs I ecorder 2:0 Sp 17 -May -94 I PUBL xx 2 4 Date: State of County It CAL[FORNLA ALL-PURPOSE ACKNOWLEDGMENT State of California Optional Section mmm" . County of Butte Capacity Claimed by Signer I On 199 �Xbefore me a Notary Public, peeonally appeared: — I - 1� /—N .4 personally known to me OR On personall 2 OFFICIAL SEAL 1020072 personall fA -ab JUDITH M. WILLIAMS :0 subscribli cc NOTARY PLIGLI C; CALIFORNIA th COLIN TY 0 t3UTTW capacity( c'My Commission Expiras March 23. lags person(s) WITNES Signatur( A. P. # Though sEatuic does not require the notary to rill imm-i Nt VVILLIJAIMS the data below, doing so may prove invalua I Arson, relying on the document. I NDIVIDUAL �111__Ylll CORPORATE OFFICER(S) ad to me on the basis of saLisfactory 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 die same in his/her/Lheir authorize�d capacity(itas), 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 instrurnent. Tide(s) PAR:17NER(S) LIN11TED GENERAL ATTORNEY-IN-FACT TRUSTEE(S) GUARDIAN/CONSERVATOR OTHER: SIGNER IS REPRESENTLNG: WITNESS my �and arid_officialpal. Name of Pcrson(s) or Entiry(ics) 6:�/ Signawre oflTo—tary OPUONAL ST-C-11ON i THIS CERTIFICATE MUST BE ATTACHED TO TITLE OR TYPE OF DOCUMENT THE DOCUMENT DESCRIBED ATRIGHT: .4 NUNIBER OF PAGES: DATE OF DOCUMENT nough the data requested here is not required by law, /11 it could prevent fraudulent attachment of this form. SIGNER(S) 01 -FM -R THAN NAMED ABOVE�1—�'kIr-l-c—e Return to: AGRICULTURAL STATEM—EN'1' Ur' AI:&NUVv,.Lukyr tvmi,% i Building Division~ FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this 94-021126 acknowledgement be recorded prior to issuance of a building permit. NOT COMPARED WITH The property described herein is adjacent to land or included ORIGINAL DOCUMENT within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use -of agricultural chemicals, ��� including, but not limited to herbicides, pesticides, and 17 19®4 fertilizers; and from the pursuit of agricultural operations 1 �i including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust,smoke, noise, and odor. Butte County has established agricultural zones which have as a priority use for productive agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: LOT 263, AS SHOWN ON THAT CERTAIN MAP, ENTITLED, "KELLY RIDGE ESTATES UNIT 4B", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON NOVEMBER 10, 1977, IN BOOK 58 OF MAPS, AT PAGE(S) 73, 74, 75, 76 AND 77. Date: 7=,/ State of California County of On before me, personally appeared personally known to me (or p subscribed to the within instru capacity(ies), and that by his/ person(s) acted, executed th i WITNESS my hand and o ci Signature seal. A. P. # Z;1- PROPERTY OWNERS: nthe basis of satisfactory evidence) to be the person(s) Nvhose name(s) ish acknowledged tope that he/she/they executed the same in his/her/their authore signature(s) on the instrument, the person(s), or the entity upon behalf of which >� Seal: PERMIT NO: 32-94 Lake Oroville Area Public Utility District 1980 Erin 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: May 17, 1994 Applicant: Wend -ell Town Nabn (Steve Or.sillo Const) 8 Oak Hill Dr. - 3022 Olive Hwy Applicant Address: Oroville, CA 95966 Oroville, CA 95966 Applicant Phone No.: 589-4376 532-1131 Property Location (s): 6121 Kanaka AVe. , Oroville, CA 95966 Kelly Ridge Estates Unit 4B Lot #263 A. P. No. (s): 069-240-003-0 Fees due: All fees paid Application for service approved: LAKE 61k0ijdLE 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: ���'�s3 .f, .��°�t��} .��. � ,t.�,.+(''+`�yR�'+'erKsr^+t�:rt-�wr•-�.--Ta•e�w'+K--w...�+th'�e-R:'R•�w�.v*n_ �;s-•� a,...�::• _ F' - fat' yp' r '\ BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM r .(One Form,Per Building) f School District O ILA Building Department No. A.P. Number �j�— �� —oG -� Jurisdiction 0 City ©�county Property Owner ��li% J�� /" �"1 /� Property Location/Address /V A k A 6 y F. 0/2 Subdivison E%Lot No./5 ^ Residential Development F/I 0 Sq. Footage3 l) No. of Living / MHI Addition (Group R) ' Units r Commercial/Industrial . _, Sq.footage New Addition (Including Exterior Roofed Areas) Building Department Representative t Date (Floor. Plans reviewed by School District Personnel) District identification No: School District certifies that 4 G� `j n (Apple ant) (Street Address)" (Phone Number) (City) . (State) (Zip Code) has.complied with the requirements of Resolution No. "by payment of $. pr " representing ��� square feet. School District Representative Paid by Check Number Remarks: Bank Number Paid by Cash -1,7 -,f 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) feeformmkf (4/92) RESIDENTIAL PLAN CHECK-ING•GUIDE (S.F., DUPLEX & MISC. ONLY) . ` OWNER W1Ft D6LL VEAnI GENERAL _V Zoning requirements: (sideyards and number d�'� Valuation. Co+�Ouck-, Plans signed by designer. Proper description of work on application. Existing violations on property. Bldg. :Permit # q#- 0952 A. P. # - Z -a03 Plan Checker M yJ 51,079 of permitted'living units). 8/91 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law,.etc). a/ Recorded notice of violation. PLOT PLAN ,-2 M - s?.- 730,72 .44- z &3 KComplete parcel size and dimensions. !�. Setbacks, sideyards, easements, etc. Other buildings or. structures. �;.< Grading, fills, drainage. V/Flood hazard. Special conditions on creation map, ustible, and foundations). 40, FAU & FAS road setback. (noise, CDF, fire sprinklers, non -comb - Building or utilities across lot lines (Record form). FLOOR PLAN /Complete to scale plan with dimensions. ` 4�Required windows for light and .ventilation, (Se6.; 1'205<)•. o= _!==t _.: : ? :., Required windows for second exit (Sec. 1204). ` `t4" Skylights (Chapter 34 & Sec. 5207). 5. Human impact glassr(Sec. 5406). = '• Required room sizes, ceiling 17/ 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. i 16”'.Garage firewall, door size, and closer (Sec. 5O3(d)(3)).' 1l1�1 - 3'0" exterior exit door (sec. 3304 (f). 1� Fireplace and wood stove location, alcoves, and clearance. llv"�Smoke detectors (Sec. 1210). W",Plumbing fixtures, water closet clearances and shower size. Y �r STRUCTURAL DETAILS Standard bracing or engineered design (Table 25V) � Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. ✓ / Foundation plan complete enough.to construct building. �! Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building Roof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. ! 11 Rafter ties or bearing ridge beam. A Garage door or porch header sizes. 1' -Stud heights. ll:. Adobe soils - special foundation design. X�fl Retaining walls requiring design. 1VSpecial Inspection required. a a 8/91 RESIDENTIAL PLAN.'CHECKINGaGUIDE MISSCELLANEOUS ITEMS TO LOOK OUT FOR W.11� Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). P� Guardrail details (Sec. 1711 & 3306(j). /� Brick or stone veneer (Chapter 30). V./Exterior plaster - weep screeds (Sec. 4706). V Proper roof pitch for roof convering (Chapter 32). V'Roof covering type - (fire hazard). " oam insulation - protection. x!/36" halls and stairways. 9: Living area over garage - complete 1 -hour separation required on garage side cluding supporting walls and posts, etc. 1 /. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). � 'Attic access and ventilation (Sec. 3205). 112: Underfloor access and ventilation (Sec. 2516). 1u ---Combustion air for fuel burning appliances - L.P.G. requirements. VNoise requirements on duplexes. Energy design. ashing at all exterior openings. l CDF responsible area requirements. s{X $ oVPA,�a c� d— 7.5 �i Ll .5pa :2 / gy p ; vL 404-1'i a"n d"&-;� ao OWNER'S NAME: / �/g /�% /v // RECEIVED PERMIT NUMBER: �� 0�� Z A. P. #: Z�—!1DATE 9 % RESIDENTIAL NON RESIDENTIAL RECEIVED BY TIME REQUIRED PRIOR.TO PERMIT ISSUANCE _ -- — — — —— F] FROM DATA SHEET RE U ESTED BY PLAN CHECKER D OTHER �r ; REQUESTED BY CORRECTION NOTICE;' E] YES F-1 NO ITEMc:1114 Q 0 t LOCATION IN BUILDING WHERE CHANGE OCCURS: wQtiiAh►�+�' WHEN APPROVED, PROCESS AS FOLLOWS: --—————————————— — — ---— Mail to owner (Address) Mail to contractor (Name and Address) Call and hold for pickup at office. Deliver with next inspection. REVISED PLAN CHECK FEES ID: Additional Fees Not Required W1 9.o Nnr ld3aMows 3.une ;10 ALMOO ? 1el�q�c lb -�- 2� + ►� z �K fi �12ti x 4a Q31� P 240 Il:;s -+- loCto IIS LL. �yz-s t L -Lo MAY 3 11994 -2 SM Psi 0- 2-5 DAY S 40 Mi w h 9 -z,- PL ce5 -2 fkt o , ZJ i k)000- tojlc(. Ho-Ril POO 77 UmOhUL'iffl -ISO, L o ly 2-1A ^ u __..... ________________________________-________________________________ RETAINING WALL DESIGN Paoe��� --------- ___---- ___------ __________________---- DESCRIPTION Add'l >> ---------- SOIL DATA ------------ ------ VERTICAL LOADS -------�- . ALLOWABLE BEARING = 1,500 osf AXIAL DL ON STEM = 145 olf ACTIVE LATERAL = 30.0,0cf --Heel-- AXIAL LL ON STEM = 43 plf .....MAX PRESS. = 2.500 pcf ...00C(Towrd Toe='+')= psf= in .....SLOPE PRESS. = pcf = 40,000 BACKFILL SLOPE = Mu - Upward :1 SURCHARGE OVER TOE = psf (horiz:vert,0=Level) As Percent = SURCHARGE OVER HEEL = psf PASSIVE PRESS. = 250 pcf ...RESISTS OVERTURNING ? OMIT SOIL DENSITT / = 100 pcf Toe : Y v/n SOIL HT OVER TOE = ------_-- in Heel : Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL'LOAD ACTING ON':. -- Toe -- VERTICAL LOAD = -- lbs STEM ABOVE SOIL 0.2 psf LOAD ECCENTRICITY = 4 in ' 8.05 FOOTING WIDTH = psi= ft ADD'L CATERAL LOAD = # plf FTG. CL TO WALL = 15.01 " ft TOP OF FTG TO START = Cover over Rebar in= ft ' VERT. POSITION OF FTG. # 6 TOP OF FTG TO END = 21.31 " ft ...Above/Below:[+/-]= ft 14.75 17.75 # SPREAD FOOTING ? Y y/n -------------------------- WALL & FOOTING DATA ------------------------- 5.6 8.5 RETAINED HEIGHT = 6 ft TOE WIDTH = 1.25 ft WALL HT. ABOVE SOIL = 0.5 ft HEEL WIDTH = 2.5 ft KEY DEPTH = 48.00 " in Total Width = 3.75 ft KEY WIDTH = in @ 48.00 " KEY DIST TO TOE = ft THICKNESS = 21 in |----------------------------- SUMMARY -------------------------------| 48.00 " 48.00 1 Pressure @ Toe . = 1.404 psf Factors of Safety: | | Pressure @ Heel = 12f psf Overturninq = 2.65 | | Allowable Pres. = -1 500 psf Slidinq = 1.52; | | Ecc. of resultant = | 6.31 in | | Max. Shear @ Toe = 0.19 psi Allow. Ftq Shear = 85.00 | psi: 1 Max Shear @ Heel = -2.23 psi } |------- 7 ------------ ------------------------------------------------ ------ SLIDING CHECK -----_ FTG/SOIL FRICTION = 0.35 SOIL TO NEGLECT = Factor of Safety = 1.52 Lateral Pressure - Passive Pressure in - Friction = 901 lbs = 383 lbs = 986 lb q, . Add'l Force Required = lbs' -------------------------- FOOTING DESIGN ------------------------- L ---- Soil Press. Mult' 7! -Toe-- --Heel-- f'c = 2.500 psi By ACI Eq. 9-1 psf= 1.972 170 Fy = 40,000 psi Mu - Upward ft-#= 1,384 Min. As Percent = 0.0014 Mu - Downward ft-#= 287 2,415 OMIT SP UNDER HEEL? Y v/n Mu - Desiqn ft-#= 1,097 (2,415) ------_-- Rebar Choices -------- One -Way Shear: ' -- Toe -- -- Heel -- Actual psi= 0.2 2.2 # 4 @ 9.69 in o.c. 8.05 Allowable psi= _ 85.0 85.0 # 5 @ 15.01 " 12.47 Cover over Rebar in= __6.25 3.25 # 6 @ 21.31 " 17.71 in= 14.75 17.75 # 7 @ 29.06 " 24.14 Ru = Mu/bd^2 psi= 5.6 8.5 # 8 @ 38.26 " 31.79 #9 @ 48.00 " 40.24 ' #10 @ 48.00 " 48.00 #11 @ 48.00 " 48.00 --------------------------- 01Mn u4nIM -------------------------------- NOTE: Concrete M & V � are <----------- Stem.Sections -------------> factored Mu & Vu Too . . . . . . . . . . . . .Bottom ° WALL TYPE....... " -------------------------------------- ' ______________________________________________________________________ ..... ..... ..... ... _______________________________------------------------------------- _ � RETAINING WALL DESIGN . . 4/4- 1:Mas,2:Conc.3:Not _.- Used : 2 2 '� 2 2 2 DESIGN HEIGHT ABOVE FTG. = 6~ 5 3 1 ft REBAR:__-� 1:Edqe _-__- ? �'d' d FOR DESIGN = 3.00' 3.00 3.00 , 3.00 3.00 .DESIGN DATA ........... ...................... ....1................... THICKNESS (nominal) = 6 6 6 6 6 in REBAR SIZE # 4 4 4 4 4 REBAR SPACING '` = 18 18 18 18 9 in Lateral Load @ Section-~ = 26 230 638 9180 Moment....Actual . = 9 230 1.063 1,836 ft-# Moment .... Allow. = 1,158 1,158 1,158 1,158 2,232 ft-# Shear .... Actual = 0.4 5.4 16.0 23.4 psi Shear ..... Allow. = 85.0 85.0 85.0 85.0 85.0 psi ....Interaction Result = 01007 0.198 0.917 0.823 Wall Weiqht 75.0 75.0 75.0 75.0 75,0 psf n : Modular Ratio = 10.18 10.18 10.18 10.18 10.18 Rebar Embed Lenqth = 12.00, 12.00 12.00 12.00 6.81 in .MASONRY STEM DATA ..... �............ .7 ..... ........................... .. f'm = 1"500 1,500 1,500 1,500 1,500 psi Fs = 24.000 24,000 24~000 24,000 24,000 psi ALL CELLS GROUTED ? N N N N N y/n USE SPECIAL INSP. ? N N N N N y/n ' Load Duration Factor = 1.00 1.00 1,00 1.00 1.00 in .CONCRETE STEM DATA..................................,.................. f'c - - = 2,500 2,500 2,500 2,500 2,500 psi Fv ~- = 40,000 40,000 40,000 40,000 40,000 psi ------ SUMMARY OF FORCESA MOMENTS ------------------------------------ <-Overturnino Moments-><- Resistinq Moments -> Oriqin of Force: -' # ft ft-# # ft ft-# ________________ ActiveSoil Press. ______ _______ = 900.9 2.58 ______ 2327.4 __!---- -- _______ -- -------- ______Active -- Soil over Heel = -- - -- 1200.0 2.75 3300 Soil over Toe = -45.9~' 0.58 -26.79 ' Sloped Soil @ Heel = -- -- �-- Adjacent Ftq. Load = Surcharpe Over Heel = -- -- -- Surcharqe over Toe �-- Axial Load on Wall = -- -- 145.0 1.50 217.5 Load @ Proj. Wall = -- -- -- Averaqed Stem Wts. = -_ -- -- 487.5 1.50 731.25 Added Lateral Load = -� -- -- Footinp Weiqht = -- -- -- 984.4 1.88 1845.6 Key Weiqht = -- -- -- Vertical Component - ' of Active Pressure = -~ -- -- -- Totals = 855 _______ 2300.6 _____-_ 2816.9 6094.4 Resistino Totals Used For Soil Pressure _______ = _______ 2816.9 _______ 6094.4 (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ----------------------- Top . . . . . . . . . . . . .Bottom 'N' Multiplier _______________________________-______ = 750 750 750 750 750 ` Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Edqe 'd' Modifier, = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = 1.00 1.00 1.00 1.00 1.00 D.L.-t L.L.. Gtr--�-� nu T AUL. <r UJ2�l_ 2 + 40 = MN L 4 -LL . -�-x ��(►off +( vg443) P� 20 Its -l- lotto IIS LL . l��risoZ,r/ 7v /Su�E �- �vavi 117n t, 214 MAY 3' 11994 PSI C 2930�YS L,Drp "paces Q�pFESS/p y 02o U- 000.0 U- Se. Z w ?4(C> :_�. No:45e I(4« , , _ . � - _ _ '~ _ ______________ __�__________________ RETAINING WALL _-__ __-__________�___________ _�____ DESIGN ' ------------------------------- Paoe ��/ ..... .... ..... ... .... .... .... ..... ..... ..... ..... _�_�_____________________7"_7 TESCRIPTION)> , ' >> ----------SOIL DATA ------------ ---------VERTICAL LOADS --------- � �LLOWABLE BEARING = 1,500 psf AXIAL DL ON STEM = 145 olf ACTIVE LATERAL 30.0 pcf AXIAL LL ON STEM = 43 Of ... .MAX PRESS. = 0cf ...ECC(Toward Toe='+')= ` in ....,SLOPE PRESSw = pcf BACKFILL SLOPE = :1 SURCHARGE OVER TOE = psf horiz:vert,0=Level) SURCHARGE OVER HEEL psf PASSIVE PRESS, = 250 pcf ...RESISTS OVERTURNING ? . SOIL DENSITY , = 100 pcf Toe : Y v/n SOIL HT OVER TOE = in Heel : Y v/n --------- LATERA[ LOADS- .... .... ... ---- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON-~ VERTICAL LOAD = lbs STEM ABOVE SOIL psf, LOAD ECCENTRICITY = in FOOTING WIDTH = ft ADD'L LATERAL LOAD = ' Of FTG. CL TO WALL = ft TOP OF FTG TO START,,`'' ft ' VERT. POSITION OF FTG. TOP OF FTG TO END & ft ...Above/Below:[+/-]= ft SPREAD FOOTING ' ? Y v/n -------------------------- WALL & FOOTING DATA -1 ------------------------ RETAINED HEIGHT = 6 ft TOE WIDTH = 025 ft- � WALL HT. ABOVE SOIL = 0.5 ft 'HEEL WIDTH ' = _ 2.5 ..... ..... _..... _..... it* ' KEY DEPTH i'n Total Width = 3.75 ft KEY WIDTH in � KEY DIST TO TOE = ft THICKNESS = 21 in |------1------------------m--- SUMMARY --------------------------------� � Pressure @ Toe = 1.404 psf Factbrs of Safetv: �- | Pressure @ Heel = 121 psf Overturnino = 2.65 . | | Allowable Press. = 1.500 psf Slidinq = 1.52 � | Evc, of resultant = 6.31 in | \ � - | Max. Shear @ Toe = -_ - psi Allow. Ftq Shear = 85.00 psi| | Max Shear @ Heel . = |__________________________________ -1.81' psi ---------------------- _------------ ---- SLIDING CHECK _----- Lateral Pressure = 901 lbs FTG/SOIL FRICTION = 0,35 Passive Pressure = 383 lb� SOILTO NEGLECT in -' Friction = 986 lbs Factor of Safetv = 1. 7----- Add'l ForceRepuired = lbs ------------------------ FOOTING DESIGN ------------ 7 Press. Mult. ---Toe-- --Heel-- f'c = 2.500 psi By ACI En. 9-1 psf= 1,972 170 Fy = 40,000 psi' Mu - Upward ft-#= 1,384 Min. As Percent = 0.0014 ` M" -ADownward ft-#= 287 2,415 OMIT SP UNDER HEEL? Y v/n Mu - Desiqn ft-#= 11097. (2,415) --------- Rebar Choices ----------- _-----�One-Way One-WayShear: -- Toe -- -- Heel -- Actual' psi= - ' 1.8 # 4 @ 8.05 in o.c. 7.62 ' Allowable psi= -~735.V 85.0 # 5 @ 12.47 " 11.81 Cover over Rebar in= '3.25 2.25 # 6 @ 17.71 " 16.76 'd' in= 17.75 18.75 # 7 @ 24.14 � " 22.86 . Ru = Mu/bd^2 psi= 3.9 7.6 # 8 @ 31.79 " 30.1V # 9 @ 40.24 " 38.10 . 010 @ 48.00 " 48.00 ' #11 @ 48.00 " 48.00 NOTE: Concrete M & V are <----------- Stem Sections -------------> factored Mu & Vu Top . . . . . . . . . . . .Bottom '^ A. factored TYPE....... ---------------��-- -F ----------- � . �� . ° �� ^#AX = __________________________________ ______________________________ _ �D RA.TAINING A �� DESIGN -�|^�_ __________________________________ ________________________________ -- 1:Mas,2:Conc.3:Not Used : 2.2 2 2 2 DESIGN HEIGHT ABOVE FTG. =4 3 2 ` 1 ft REBAR: 0:Cntr,1:Edpe I?--- d' FOR DESIGN = 3.00 3.00 3.00 3.00 3.00 .DESIGN DATA......................................................... THICKNESS (nominal) = 6 6 6 6 6 in REBAR SIZE # 4 4 4 4 4 REBAR SPACING 16 16 16 16 8 in Lateral Load @ Section = 102 230 408 638 918 # Moment .... Actual = 68 230 544 1,063 1,836 ft -:14: Moment .... Allow. = 1,297 1,297 1,297 1,297 2,488 ft-# Shear ..... Actual = 2.2 5.4 10.0 16.0 23.4 psi Shear ..... Allow. = 85.0 85.0 85.0 85.0 85.0 psi ....Interaction Result = 0.052 0.177 0.419 0.819 0.738 Wall Weiqht 75.0 75.0 75.0 75.0 75.0 psf n : Modular Ratio - = 10.18 10.18 10.18 10.18 10.18 _ Rebar Embed Lenqth = 12.00 12.00 12.00 12.00 6.05 in .MASONRY STEM DATA ...............................,....^.^.....^^^^^^^^^^ f'm = 1,500 1,500 1,500 1,500 1,500 psi Fs = 24,000 24,000 24,000 24,000 24,000 psi ALL CELLS GROUTED -' ? N N N N N y/n USE SPECIAL INSP. ? N N N N N y/n Load Duration Factor = 1.00 1.00 1.00 1.00 1.00 in � .CONCRETE STEM DATA .......... ......,.........................^^^^^^^^^^~ f'c = 2,500 2,500 2,500 2,500 2,500 psi Fv = 40,000 40000 40,000 40,000 40,000 psi ' ' ` ------ SUMMARY OF FORCES & MOMENTS ------------------------------------ 70bverturninq Moments-><- Resistinq Moments -> Oriqin of Force: # ft ft-# # ft ft-# ..... .... ..... _.... _..... .... ..... ..... ..... ..... ____ _______ ------- _____ --- _--- _______ --------- Active ______Active Soil Press. = 900.9 .58 2327.4 -- -- -- Soil over Heel = - x� -- -- 1200.0 2.75 3300 Soil over Toe = 80.58 -26.79 ' Sloped Soil @ Heel Adjacent Ftq. Load =- Surcharqe Over Heel = - -- -- -- -- Surcharqe over Toe_ = Axial Load on Wall = -- -- 145.0 1.50 217.5 Load @ Proj. Wall = -- -- -- Averaped Stem Wts. = -- -- -- 487.5 1.50 731.25 Added Lateral Load = -M -- -- Footinq Weiqht = -- -- ` -- 984.4 1.88 1845.6 Key Weiqht = -- -- -- Vertical Component of Active Pressure = -- -- -- ---------------- -------- Totals ______Totals .5 855 2300.6 2816.9 6094.4 _______ _______ _______ � Resistinq Totals Used For Soil pressure = 2816,9 6094,4 (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ------------------------- Ton ---------------------- Top .. . .. . . . . . . . .Bottom _ _ ________________________ 'N' Multiplier ' = _ 750 750 750 750 750 ' Center 'd' Modifier = 1.00 1,00 1.00 1.00 1.00 Edqe 'd' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall u+. Multiplier =-- 1.00 1.00 1.00 1.00 1.00 Structural' Engineering Library Software for Design and Analysis of Building Components. by ENERCALC Engineering Software Version 4.2 A REQUEST FOR SUGGESTIONS In spite of our intentions, .it is likely that there may be areas of this of this manual and software that could be improved, made simpler to operate, or easier to understand. To.call these to our attention, or to offer suggestions for the improvement of future versions, your feedback is requested. Please address your comments to: i Michael D. Brooks, P.E., S.E. President ENERCALC Engineering Software Suite 420 3070 Bristol Street j Costa Mesa, CA 92626 Structural Engineering Library, FastFrame, RetainPRO, and @Graphics are copyrights of ENERCALC Engineering Software. _Lotus I-2-3 is a trademark of Lotus Development Corporation. c' Retaining Wall Programs Fy Enter the yield stress of the reinforcing.steel to be used for design of concrete walls. Fy is not used -when a masonry wall has been specified. Summary o1= GW -COS '; "V4,41V ,,.-41:5 $ Overturning The left side of this table lists the Items which contribute to the overturning of Moments. the wall. Their forces and moment arms (measured from the bottom of the footing) are listed, and the total lateral load and overturning moment is listed. The lateral load listed here is used to.compute the factor of safety against sliding. $ Resisting The right side of the table lists the Items which contribute to the resisting Moments moments. Their moment arms are measured with respect to the bottom -front edge of the footing. The total vertical load calculated here is used to deter- mine frictional resistance against sliding. $ Active Equals the total lateral force due to active soil pressure behind the stem, on Soil the heel side of the wall. 'Slope Pressure" is used when the "Slope" is non -zero, Pressure otherwise the "Active Pressure" is used. If "Max. Active" is non -zero, this diagram is limited to the maximum value. If soil Is sloped, retained height Is adjusted so It equals7the actual retained height in the plane of the back of the heel (considering EFP height). If the Item "Should Retained Height Be Adjusted,For.Slope">is answered "YES". Soil Equals the total lateral force due to active soil pressure at the toe side of the Over wall. This earth pressure stabilizes the wall, so the sign is negative " - ". "Active Q! Toe Pressure" is always used to calculate this force. This number, however, only l� equals -the triangular -portion. $ Soil This total load equals (heel width - greatest stem thickness) " retained height Over ' soil density. The lever arm equals "Footing Width -(heel width- largest stem Heel width)/2'. * Sloped This equals the weight of soil in the triangular area directly above the heel, Soil @ not including the previous "Soil over Heel". The lever arm equals the total Heel footing width minus (heel width - largest stem width)/3. $ Adjacent Using complex "Boussinesq' equations, the total lateral pressure and resultant Footing location are calculatgl for the lateral pressure on the stem at all points below Load the adjacent footing elevation. $ Surcharge When a surcharge exists, the surcharge is divided by soil density, multiplied by Over Toe the 'Active Pressure", and applied to the stem as a'negative overturning force. When a surcharge exists, the surcharge is divided by soil density, added to the retained height, and the resulting trapezoidal pressure diagram Is used. $ Surcharge I This surcharge equals the surcharge over the heel ' (heel width - largest stem Over Heel width). The lever arm is the same as It is for the ,level soil above the heel. $ Axial Load I Actual load applied to the stem. Lever arm Is the distance from the front of On Wall the toe to the center of the top -most stem section, less the eccentricity. 5-18 COUNTY OF BUTTS BUILDING DEPT o 0 9 1994 o � 0 73�p�E77t( n 1z9�o �— r 12�Q° 15,(Oaj 6 go4 :35'5 I s Z CM IZg13S 3 • (n7 3[0,5 .31-7 (o V `' I,s�1 Y,77, 3 07 _ 3 75 . (ate 33 V, Z) Lp -7. 1(a-7 2. c� Le o � 0 73�p�E77t( n 1z9�o �— r 12�Q° 15,(Oaj 6 go4 :35'5 I s Z CM IZg13S 3 OWNER'S NAME: �} f /V. RECEIVED PERMIT. NUMBER.' A. P. #: �40 003 DATE 7 RESIDENTIAL F-1 NON RESIDENTIAL RECEIVED BY TIlrIE (� ----———— — - — — —— REQUIRED PRIOR TO PERMIT ISSUANCE FROM DATA SHEET-REQUESTED BY PLAN'CHECKER OTHER kboo fa-00 i2 —f- 046 �� � WS ---.---------- -------------'-------- r REQUESTED BY CORRECTION NOTICE .F YES NO ITEM: LOCATION IN BUILDING WHERE CHANGE.000URS:• t WHEN APPROVED, PROCESS AS FOLLOWS: — — — — — — — Mail to owner (Address) �il to contractor l 3 Name and Address) Call and hold for pickup at office. Deliver with next inspection. PLAN CHECK FEES PAID: Additional Fees Not Required OWNER'S NAME: RECEIVED PERMIT D 0 3 DATE •-//�"%��SZ � �.:RESIDENTIAL Q NON RESIDENTIAL RECEIVED BY TIMME =a' -- REQUIRED PRIOR TO'PERMIT ISSUANCE — --- F-1 FROM DTA SHEET E REQUESTED BY PLAN CHECKER cy�tirr� s. � ,❑ r OTHER Vy:V Z2 ' lifJ --------------------------.------------ i : REQUESTED BY CORRECTION NOTICE Q YES � NO ITEM: t!��'LOCATION IN BUILDING WHERE CHANGE OCCURS: -- -------------------------------------w �. WHEN APPROVED, PROCESS AS FOLLOWS: w CC"" m Mail to owner Cn (Address)Z �p N__p ' Ma to contractor �m Q Name and Address) Ca' llz 3a. f % and hold for pickup at office. Deliver with next inspection. REVISED PLAN CHECK FEES.PAID: S�a3 obi u/iu- P� A �0 � dditional Fees Not Required \. lv 1 • V_ �i TABLE OF CONTENTS TOC Project Title.......... Residence for Hahn Date........ 04/12/94 Project Address........ Kanaka Ave. Oroville CA Documentation Author... Neal.Ku'pus Building Permit Company............ .. CALCTECH Telephone .............. (916) 589-4219 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc., Field Check Date Climate Zone........... 11 MICROPAS4 v4.02 File-HAHNCO Wth-CTZ11S92 Program -TOC User#-MP1320 User-CALCTECH Run -Proposed Residence TABLE OF CONTENTS Report Page FORM CF -1R...... ..... I FORM MF -1R ................ 4 FORM C -2R................. 6 FORM C -3R ................. 9 HVAC SIZING..... 15 :41 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Residence for Hahn Date........ 04/12/94 Project Address..1...... Kanaka Ave. Oroville CA Documentation Author... Neal Kuopus Building Permit Company ................ CALCTECH Telephone .............. (916) 589-4219 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-HAHNCO Wth-CTZllS92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... 1449 sf Building Type.............. Single Family Detached Construction Type New Building Front Orientation. Front Facing 45 deg (NE) Number of Dwelling Units... 1 Number of Stories .......... �i Floor Construction Type.... Raised Floor (Package E) Component Insulation Type R -value Wall LR=2-1-- Door R-0 Wall 2,1= Wall 2 h, TR Floor -19; F1oorExt 1.9 Roof R- 3,& SlabEdge R-0 BUILDING SHELL INSULATION Assembly U -Value Location/Comments 0.056 FRONT, BACK, RIGHT, LEFT 0.330 FRONT ENTRY, BACK, TO GARAGE Type Exposed S1abOnGrade No FENESTRATION # of Interior Pan- Shading/ es Description 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std THERMAL MASS TO BASEMENT 0.057 TO GARAGE 0.060 TO CRAWLSPACE 0.037 TO CRAWLSPACE 0.050 TO BASEMENT 0.025 FLAT CEILING 0.500 SLAB EDGE Type Exposed S1abOnGrade No FENESTRATION # of Interior Pan- Shading/ es Description 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std THERMAL MASS Over - Exterior (Area u-._ Orientation Fins (S -f-) Value Window Right (N) 8.0 0(37,0 Window Back (W) ✓64.0 0.370 Window Left (S) ✓16.0 0.370 Window Left (S) ✓32.0 01370 --Window Front (E) -20.0 011,370 Type Exposed S1abOnGrade No FENESTRATION # of Interior Pan- Shading/ es Description 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std 2 Drapes.Std THERMAL MASS Area Thickness (sf) (in) Location/Comments 66 3.5 Covered Over - Exterior hang/Fra nmiFra g Shading Fins �Type J None None Vinyl None Yes Vinyl None Yes Vinyl None None Vinyl None Yes Vinyl Area Thickness (sf) (in) Location/Comments 66 3.5 Covered CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Residence for Hahn Date........ 04/12/94 MICROPAS4 v4.02 File-HAHNCO Wth-CTZ11S92 Program -FORM CF -1R - User#-MP1320' User-CALCTECH Run -Proposed Residence HVAC SYSTEMS Minimum Duct Duct Thermostat - Equipment Type Efficiency Location R -value . Type Furnace 0.780 AFUE Attic R-4.2 ACSplit 10.00 SEER Attic R-4.2 WATER_ HEATING, SYSTEMS: Setback Setback Number Tank External in -Energy,) Size Insulation Tank Type Heater Type Distribution Type System rFacto (gal) R -value Storage Gas Standard 1 0.62 EF' 40 R-0 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required per Form 3 R-21 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification Viking 8000 vinyl -frame low -e & argon gas filled glazing req'd. FURN.78: CEC MIN. REQUIREMENT AC.10.0: CEC MIN. REQUIREMENT HWH: A.O SMITH FGR -40 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Residence for Hahn Date........ 04/12/94 MICROPAS4 v4.02 File-HAHNCO Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts l 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. ENFORCEMENT AGENCY / Name.... Title... Agency.. Phone... Signed.. (date) DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... Steve Orsi 'llo Name.... Neal_ Kuopus Company. Steve Orsillo ConsJA. Company. CALCTECH Address. 3022 Olive w Address. Drawer G Oroville C 9 Feather Falls, CA 95940 Phone... (916) 5 - Phone... (916) 589-4219 License. 54 Signed.. 1 :Signed.. (da e) (date) ENFORCEMENT AGENCY / Name.... Title... Agency.. Phone... Signed.. (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4 MF -1R Project Title.......... Residence for Hahn Date........ 04/12/94 Project Address........ Kanaka Ave. Oroville CA Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone.............. (916) 589-4219 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check Date MICROPAS4 v4.02 File-HAHNCO Wth-CTZ11S92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence 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 into 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- er ment *150(a): Minimum R-19 ceiling insulation. 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 sea -led. 150(g): 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.......... Residence for Hahn Date........ 04/12/94 MICROPAS4 v4.02 File-HAHNCO Wth-CTZ11S92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence 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. 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 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.......... Residence for Hahn Date........ 04/12/94 Project Address........ Kanaka Ave. Oroville CA Documentation Author... Neal Kuopus Building Permit Company................ CALCTECH Telephone .............. (916) 589-4219 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check Date Climate Zone.... ..... 11 MICROPAS4 v4.02 File-HAHNCO Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence MICROPAS4 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating... ..... Space Cooling.......... Water Heating.......... Zone -Type HOUSE Residence Total Standard Design 16.78 15.35 14.51 46.64 Proposed Design 12.93 10.67 13.48 37.08 Compliance Margin 3.85 " 4.68 1.03 9.56 *** Building complies with Computer Performance *** GENERAL INFORMATION y Conditioned Floor Area....: 1449 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 45 deg (NE) Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction.Type.... Raised.Floor.(Package E) Number of Building Zones... 1 Conditioned Volume......... 11658 cf Footprint Area ............. 1923 sf Ground Floor Area.......... ,1380 sf Slab -On -Grade Area......... 66 sf Glazing Percentage........ 9.7 % of FA Average Ceiling Height...... 8 ft BUILDING ZONE INFORMATION Floor # of Vent Special Area Volume Dwell Cond- Thermostat Height Vent Area (sf) (cf) Units itioned Type (ft) (sf) 1449 11658 1.00 Yes Setback 2.0 n/a 7 COMPUTER METHOD SUMMARY Page 7 C -2R - Project Title.......... Residence for Hahn Date........ 04/12/94 MICROPAS4 v4.02 File-HAHNCO Wth-CTZllS92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OPAQUE SURFACES FENESTRATION SURFACES Area U- Insul Act I Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE U- Act Glass Int Shading/ Surface (sf) 1 Wall '20 0.056 R-21 45 % 90 Yes MW.21.2X6.16 FRONT 2 Door 20 0.330 R-0 45 90 Yes None FRONT ENTRY 3 Wall -296- 0.056 R-21 0 90 Yes MW.21.2X6.16 FRONT 4 Wall 16 0.056'R-21 2 225 90 Yes MW.21.2X6.16 BACK 5 Door .20 0.330 R-0 225 90 Yes None BACK 6 Wall =257 0.056 R-21 270- 90 Yes MW.21.2X6.16 RIGHT 7 Wall 239 0.056 R-21 180 90 Yes MW.21.2X6.16 BACK 8 Wall 28 0.056 R-21 135 90 Yes MW.21.2X6.16 LEFT 9 Wall - 108 0.056 R-21 90 90 Yes MW.21.2X6.16 LEFT 10 Wall 158. 0.057 R-21 90 90 No GW.21.2X6.16 TO GARAGE 11 Door 18 0.330.R-0 OVERHANGS AND SIDE 9 90 No None TO GARAGE 12 Wall 369 0.060 R-21 e5� 90 No AW.21.2X6.16 TO CRAWLSPACE 13 Door H. 0.330 R-0 4`5 90 No None TO BASEMENT 14 Floor 1314 0.037 R-19 0 0 No FC.19.2X8.16 TO CRAWLSPACE 15 F1oorExt 543 0.050 R-19 0 0 No FX.19.2X8.16 TO BASEMENT 16 Roof 1383 0.025 R-38 0 0 Yes R.38.2X4.24 FLAT'CEILING 4 13 0.5 n/a n/a PERIMETER LOSSES. n/a n/a n/a n/a 3 Window Length F2 Insul, 2 0.5 Solar n/a n/a n/a Surface (ft) Factor R-val Window Gains Location/Comments 4 HOUSE n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 17 S1abEdge 48 0.500 R-0 n/a No SLAB EDGE n/a 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 8.0. 2 Vinyl Slider'0.370 0 ' 90 0.88 0.78 Drapes.Std 2 Window 16.0 2 Vinyl Slider 0.370 270 90 0.88 0.78 Drapes.Std 3 Window 48.0 2 Vinyl Slider 0.370 270 90 0.88 0.78 Drapes.Std. 4 Window 16.0 2 Vinyl Slider 0.370 180 -90 0.88 0.78 Drapes.Std 5 Window 32.0 2 Vinyl. Slider 0.370 180 90 0.88 0.78 Drapes.Std 6 Window 20.0- 2 Vinyl Slider 0.370 90 90 0.88 0.78 Drapes.Std OVERHANGS AND SIDE FINS Window— Overhang Left Fin Right Fin— Area Left Rght. Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE 2 Window 16.0 4 4 13 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 3 Window 48.0 4 6 2 0.5 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window 16.0 4 4 12 1.4 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 120.0 4 5 2 0.5 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Residence for Hahn Date ......... 04/12/94' MICROPAS4 v4.02 File-HAHNCO Wth-CTZllS92 Program -FORM C -2R User#-MP1320 User-CALCTECH -Run-Proposed Residence THERMAL MASS Area Thick Heat Conduct- Surface Mass Type (sf) (in) Cap ivity R -value Location/Comments HOUSE 1 S1abOnGrade 66 3.5 28.0 0.98 R-2.0 Covered HVAC SYSTEMS Minimum Duct Duct. Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.780 AFUE Attic R-4.2 0.830 ACSplit 10.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.62 40 R-0 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-19 floor insulation required per Form 3 R-21 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 Glazing U -values per MFR'S. NFRC testing & certification Viking 8000 vinyl -frame low -e & argon gas.,filled glazing req'd. FURN.78: CEC MIN. REQUIREMENT ' AC:10.0: CEC MIN. REQUIREMENT HWH: A.O. SMITH FGR -40 4 CONSTRUCTION ASSEMBLY Page 9 3R Project Title....:..... Residence for Hahn Date........ 04/12/94 .MICROPAS4 v4.02 File=HAHNCO Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . MW.21.2X6.16 Description ..., Wall R-21 2x6 16oc Type ....... Wall R -Value ........ 2.1 sf-F/Btuh Framing Material .....iFIR.2X6 Spacing ...... 16 inches on center Fraction ...... 0.15 Sketch of Construction Assembly. LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17. 1. PART.BD.0.63 0.625 in particle board .0.82 0.82 2. BLDG., PAPER Building paper (felt) 0.06 0.06 3c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 3f. FIR.2X6 2x6 in fir framing -- 5.45 4. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air"film: heat sideways 0.68 0.68 Total Unadjusted R -Values 23.18 7.62 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 23.18 x 0.85) + (1 / 7.62 x 0.15) = 0.056 Btuh/sf-F Total R -Value: 1./ 0.056 = 17.75 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 10 3R Project Title.......... Residence for Hahn Date........ 04/12/94 MICROPAS4 v4:02 File-HAHNCO Wth=CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . GW.21.2X6.16 Description Wall R-21 2x6 16oc Type ........... Wall R -Value ........ 21 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16,inches on center Fraction ..... 0.15 Sketch of Construction Assembly R LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description F R -Value R -Value O. FILM.EX Exterior air films winter value 0.17 0.17 1. GYP.0.63 0.625 in gypsum or plaster board 0.62 0.62 2. 'BLDG.PAPER Building.paper (felt) . 0.06 0.06 3c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 3f. FIR.2X6 2x6 in fir framing -- 5.45 4.. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 22.98 7.42 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 22.98 x 0.85) + (1 / 7.42 x 0.15) = 0.057 Btuh/sf-F Total R -Value: 1 / 0.057 = 17.49 sf-F/Btuh R CONSTRUCTION ASSEMBLY Page 11 3R - Project Title.......... Residence for Hahn Date........ 04/12/94 MICROPAS4 v4.02 File-HAHNCO Wth-CTZllS92 Program -FORM 3R User#=MP1320 User-CALCTECH Run -Proposed Residence Reference Name AW.21.2X6.16 Description .... Wall R-21 2x6 16oc Type Wall R -Value ........ 21 sf-F/Btuh .Framing Material ..... FIR.2X6 Spacing .. 16 inches on center Fraction .... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. BLDG.PAPER Building paper (felt)•, 0.06 0.06 2c. BATT.R21 R-21 batt insul (cavity = 5.51n) 21.00 -- 2f. FIR.2X6 2x6 in fir framing -- 5.45 3. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 22.36 6.80 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 2.2.36 x 0.85) + (1 / 6.80 x 0.15) = 0.060 Btuh/sf-F Total R -Value: 1 / 0.060 = 16.65 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 12 3R Project Title.......... Residence for Hahn Date........ 04/12/94 MICROPAS4 v4.02 File-HAHNCO. Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . FC.19.2X8.16 Description .... Floor Crwl R-19 2x8 16oc Type .......... Floor R -Value 19 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ...... 16 inches on center Fraction ..... 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. CRAWLSPACE Effective R -value of vented crawlspace 6.00 6.00 2c. BATT.RI9.0 R-19 batt insul (cavity > 5.5 in) 19.00 -- 2f. FIR.2X8 2x8 in fir framing -- 7.18 3. PLY.0.63 0.625 in plywood 0.77 0.77 4. CARPET Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values 28.94 17.12 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 '/ 28.94 x 0.90) + (1 / 17.12 x 0.10) = 0.037 Btuh/sf-F Total R -Value: 1 / 0.037 = 27.07 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 13 3R Project Title.......... Residence for Hahn Date........ 04/12/94 MICROPAS4 v4.02 File-HAHNCO. Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . FX.19'.2X8.16 Description Floor Exp R-19 2x8.16oc Type F1oorExt R -Value ........ 19 sf-F/Btuh Framing Material ..... FIR.2X8 Spacing ...... 16 inches on center Fraction ..... 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 2c. BATT.R19 R-19 batt insul (cavity = 5.5 in) 17.80 2f. FIR.2X8 2x8 in fir framing -- 3. PLY.0.63 0.625 in plywood 0.77 4. CARPET Carpet & pad 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 Total Unadjusted R -Values 21.74 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total, U -Value: (1 / 21.74 x 0.90) + (1 / 11.12 x 0.10) = 0.050 Btuh/sf-F Total R -Value: 1 / 0.050 = 19.84 sf-F/Btuh 0.17 7.18 0.77 2.08 0.92 11.12 CONSTRUCTION ASSEMBLY Page 14 3R Project Title........... Residence for Hahn Date........ 04/12/94 MICROPAS4 v4.02 File-HAHNCO Wth-CTZllS92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name R.38.2X4.24 Description .. Roof R-38 2x4 24oc Type ........... Roof R -Value 38 sf-F/Btuh Framing Material FIR.2X4 Spacing ...... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value O. FILM.EX Exterior air film: winter value 0.17 0.17 1. SHNGL.ASPHLT Asphault shingle roofing 0.44 0.44 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.50 0.50 in plywood 0.62 0.62 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 0.80 0.80 5. BATT.R27.0 R-27 batt insulation 27.00 27.00 6c. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 11.00 -- 6f. FIR.2X4 2x4 in fir framing -- 3..46 7. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.RF Inside air film: heat flow straight up 0.61 0.61 Total Unadjusted R, -Values 41.15 33.62 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 41.15 x 0.93) + (1 / 33.62 x 0.07) _ 0.025 Btuh/sf-F Total R -Value: 1'/ 0.025 = 40.51 sf-F/Btuh HVAC SIZING Page 15 HVAC Project Title.......... Residence for Hahn Date........ 04/12/94 Project Address........ Kanaka Ave. Oroville CA Documentation Author... Neal Kuopus Building Permit Company ............... CALCTECH Telephone .............. (916) 589-4219 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone...... ... 11 Field Check Date MICROPAS4 v4.02 File-HAHNCO Wth-CTZllS92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence 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....... 1449 sf 11658 cf Front Facing 45 deg (NE) 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) Opaque Conduction and Solar...... 9774 Glazing Conduction..... 2072 Glazing Solar ......... ... *** .. n/a Infiltration ..................... 6631 Internal Gain.. .::::::::... n/a Ducts ............................ 1848 Sensible Load...... 20324 Latent Load..... ... n/a Minimum Total Load 20324 Cooling (Btuh) 4319 1347 5305 2723 1875 1557 17125 3425 20550 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as airflow 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. 50 t1 -sl Y1--" LL S -v 6�zscLc� //2. 280 L. L z 440 \47ut lro SOS ibs�Fi• 48b Gas 1.4-- z ' -�- ' L (�w' --------------- -----------------_________________________________ � -ASEMENT RETAINING WALL DESIGN Paoe �/�/�J _____________ _______________________________________________^-���_ DESCRIPTION LL FOR ORSILLO ---------- SOI�-�)ATA --------- --------- VERTICAL LOADS ----- 'ALLOWABLE BEARING = 1,500 psfr~ AXIAL DL ON STEM 0005 ril-F ACTIVE FLUID PRESS = 30 pcf~^� ~ AXIAL LL ON STEM = ...ECC. (Toe side '+') = DESIGN FLUID PRESS = 30 pcf (Corrected for backfill slope) SLOPE OF BACKFILL = :1 (horiz:vert.0=1evel) PASSIVE LATER'L = +/ - SOIL DENSITY = --0 pcf~ SOIL HT OVER TOE = in (can't exceed top support ht) SURCHARGE OVER TOE = psf SURCHARGE OVER HEEL = 100 psf --------- LATERAL LOADS ----------- LATERAL LOAD ACTING ON STEM ABOVE SOIL = psf ADD'L LATERAL LOAD = plf ...TOP FTG. TO START = ft ...TOP FTG. TO END = ft ^... ('+' increases slidinp) ...^ ---------------------- WALL & FOOTING DATA --------------------�--- % FIXITY @ BASE OF WALL (100% = full fixity) = % HT. ABOVE TOP SUPPORT = 0.21 ft -------- DISV TO TOP SUPPORT = 4.79 ft RETAINED SOIL HT. = 4.62 ft ' ' Total Wall Heiqht 5.00 ft ' KEY DEPTH = -- 12 in TOE WIDTH ~0.67 ft KEY WIDTH = 24 in HEEL WIDTH 1.33 ft KEY DIST. TO TOE = / ft FOOTING THICKNESS = 12 in Total Footino Width (Toe Width = Locatio |----------------------W-- GENERAL SUMMARY --�--------------- ----------| | Pressure @ Toe = �'311 psf~/ Ecc of Resultant = 0 723 in | � . . | Pressure @ Heel = _910 psf^^ Kern Distance = 4 in � | Allowable Press. . = 1,500 psf | | Footinqs 1 -Way Shear: - | � Slidinq F.O�S. = 2.81~' @ Toe = psi| | ` @ Heel = psi� | Restraint Force R Allowable Shear = 85.0 psi| Top o a � at T f Wall ' ' ' | | Additional Restra Footinq Overturninq ' | | Req'd at Bottom n ------lbs Stability Ratio = 6.65 :1 � |-----------n---------------------------------------'-------------------( ---------------------- SLIDING CHECK @ BASE ---------------------------- Slab Used To Resist Lateral Pressure : 453.9 lbs Slidinq ? N y/n - Passive Pressure : 500.0 lbs FTG/SOIL FRICTION = 0.35- - Friction Pressure : 777.4 lbs SOIL TO NEGLECT = in ------- Factor of SafetQ = 2.81 Addn'l Force Req'd = lbs ------------------------n FOOTING DESIGN ------------------------------- Soil Press. Mult. --Toe- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 1,921 1,333 Fy = 40,000 psi Mu - Upward ft -#=_416 Min. Asteel % = 0.0014 2 - Mu Mu - Downward ft-#= 47 219 USE SP UNDER HEEL ? N y/n Mu - Desiqn ft-#= 369 (219) ..........Rebar Choices......... One -Way Shear: --Toe-- --Heel - - ' " Allow *.85 psi 85.0 85.0 #5 @ 24.60 " 24.60 Cover over Rebar in= -3.00 3.00 #6 @ 34192 " 34.92 Ru =.Mu/bd^2 psi& 5.1 3.0 07 @ 47.62 " 47.62 ^ ------------------------------------------------------ BASEMENT. RETAINING WALL DESIGN -°-S�» ��'� �- AS REQ'D in^2= 0.151 0.151� #8 @ 48.00 " 48.00 - ' #9'@ 48.00 " 48.00 ` --------------- STEM DgSIGN -` BETWEEN LATERAL SUPPORTS -----------_----- � . Masonry Data... f'm = 1.500 psi MATERIAL TYPE...~. --_--------- Fs = 24,000 psi 1:Mas.2:Conc : 2 LOAD DURATION FACTOR = 1 Em = I f` �� 750 m SPECIAL 'INSPECTION ? ' .... N y/n n : Modular Ratin 10.2 SOLID GROUTING ?.... N v/n Allowable Fa l.=LtWt,2=MedWt,3=NrmWt.. 2 ` _------ Concrete Data... f'c = 2,500 psi NOMINAL THICKNESS = 8 in -----------_- Fv = 40.000 psi ` ------- CONC! COVER OVER REBAR = 1.5 in NOTE !! Maximum Moment Occurs at 2.08 ' ft above Top of Footinq ' Top , .8 Ht .6 Ht .4 Ht .2 Ht Bottom ---------------- DIST. ABOVE FTG = 5 4' ___________________________ .3 2 i ft BAR SIZE ' '# - '4 4 4 4 4 ` BAR SPACING 18 18 18 in ....0:Cntr,1:Edqe ? Rebar 'd' Dist. '�= 400 4.00 4.00 4.00 4.00 4.00 in Wall Side w/Tension: Front Front Front Front Front Front Moment .... Actual =_ 193 396 465 ` 350 ft-# Moment....Allow = 1558 1558 1558 1558. 1558 ft -44 5hear.....Actual = 5.3 3.0 0.3 4.7 # Shear ..... Allow = 85.0 85.0 85.0 85.0 85.0 85.0 # Wall Weiqht = 96./7 96.7 96.7 96.7 96.7 96,7 psf .MASONRY STEM DATA....................... ...... �.....�.�..............� ' interaction Value = Actual fa = � � psi Actual l fb --� c = psi MOMENTS @ BASE OF WALL..,,.... ________________________-____________________________________n__________ Used to find resultants & eccentricities (About Toe @ Bottom of Footinq) Force Albs) Distance Moment . Vertical Lateral (ft) (ft-#) Shear @ top of footinm.(tof) '= ______ -- _______ 285.3 �______ 1.00 --- 285 Momentf omen rom stem fixitv = -- -- -- Active pressure@ heel-%ide = -- 183.6 0.49 81 ' Active pressure @ toe side = -- -15.0 0.33 -5 Soil weiqht,over heel 1.67 -511 ' Surcharqe load over heel = -66.3 -- 1.67 -111 Footinq weiqht = -580.0 _- 1.00 2580 Stem weiqht = -483.3 -- 1.00 -485 Applied axial load on stem =-785.0 -- 0.98 -770 Soil weiqht over toe Gurcharqe load over toe = -- Totals 2221.1 lbs -2087.2 ' ft# _____________________________________________________ ' BASEMENT RETAINING 'WALL DESIGN Paoe^�U���� �-� '���«�- ______________ DESCRIPTION >> 6 FOOT WALL FOR.ORSILLO -_ = 0.21 it --------- >> to . = 5.79 ft RETAINED SOIL HT; ---------- SOIL DATA ------------- ---- VERTICAL LOADS ---------- QLLOWABLE BEARING =11500 psf AXIAL DL ON STEM = 305 plf ACTIVE FLUID PRESS = 30 pcf AXIAL LL ON STEM = 480 plf _ ...ECC. (Toe side '+') = 0.27 in ucoIo/v r�u�u rxcoo =su pc� (Corrected for backfill slope) SLOPE OF BACKFILL = :1 (horiz:vert,0=level) PASSIVE LA TER/L = --25� psf SOIL DENSITY = 100 ocf SOIL HT OVER TOE = in (can't exceed top support ht) SURCHARGE OVER TOE = pif SURCHARGE OVER .EEL = 100 MY --------- LATERAL LOADS --_-------- LATERAL LOAD ACTING ON STEM ABOVE SOIL = psf ADD'L LATERAL LOAD = plf ...TOP FTG. TO START = ft ...TOP FTG. TO END = it ^... ('+' increases slidinp) ...^ ----------------7---------- WALL & FOOTING DATA ------------------------- X FIXITY @ BASE OF WALL (100% = full fixity) = % ' HT. ABOVE TOP SUPPORT -_ = 0.21 it --------- DIST. TO TOP SUPPORT = 5.79 ft RETAINED SOIL HT; = 5.62 it Total WAll Heiqht 6.00 ft KEY DEPTH' = n TOE WIDTH = 0.67 ft KEY WIDTH =21 in HEEL WIDTH = 1.33 ft KEY DIST' TO TOE = ---~ it -- FOOTING THICKNESS = 1/2 in Total Footinq Width = (Toe Width = Location of face) ------------------------- GENERAL SUMMARY ----------------------------| | | Pressure @ Toe = 1,527 psf Ecc. of Resultynt' = 1.123 | in � | Pressure @ Heel = 857 psf Kern Distance = 4 in } � Allowable Press. = 1,500 psf � | Soil Pressurb 7A116wAble Footinqs 1 -Way Shear: � | Slidinq F.O.S. = 2721 @ Toe = psi! | @ Heel Psi: | Restraint Force Rep'd Allowable Shear = 85.0 psi| | at Top of Wall = 238.2 lbs | | Additional Restraint_- Footinp Overturninq | � Req'd at Bottom = lbs Stability Ratio = 5.29 :1 � |___________7_________________________________________________________� ---------------------- ^ SLIDING CHECK @ BASE --------------�----------�--' Slab Used To Resist Lateral Pressure - : 602.8 lbi Slidino ? N y/n - Passive Pressure : 500.0 lbs- FTG/SOIL FRICTION = 0,35 - Friction Pressure : 834.4 lbs SOIL TO NEGLECT =-- in ------- Factor of Safety = 2.21 Addn'l Force Req'd = lbs ------ -------------------- FOOTING DESIGN ------------------------------- Soi1 Press. Mult. --Toe- --Heel-- f'c = 2,500 psi By ACI Eq. 9-1 psf= 2,230 1,252 Fv =' 0 bs`�~~- Mu _ Upward ft_#= 476 Min, Asteel % =�11 4~O,0»/3 Mu - Downward ft-#= - 47 250 USE Sp UNDER HEEL ? N v/n Mu - Desiqn ft-#= 7429 '(250) ..........Rebar Choices......... One -Way Shear: . -� --Toe-- --Heel-- ^ Allow *.85 psi 85.0 85.0 #5 @ 24,60 " 24.60 (ft-#) .Cover over Rebar in= -1.00 3,00 #6 @ 34.92 " 34.92 Ru = Muibd'2 psi= ` 5.9 3.4 #7 @ 47.62 " 47.62 �rz� , --------------------------------------- BASEMENT ----------------------- RETAINING . WALL DESIGN 0.33 -- .,-�� ~z ���y AS REQ'D i&2-0.151 -`------------ 0,151 _------------------- #8 @ ______________�_ 48.00 " 48.00 ' -111 - = -580. ' ' 09 @ 48.00 " 48.00 = -5B0.'0��`�W�«sW«�hT1.00 ------- STEM STEM DESIGN BETWEEN LATERAL SUPPORTS 7---------------- -770 --Soil weiqht over toe`-- � -1 Masonry Data... f'm = 1,500 psi MATERIAL TYPE.....` 1 lbs ------------ Fs = 24,000 psi 1:Mas,2 : 2 ~ LOAD DURATION FACTOR = 1 Em = * 750 ' SPECIAL INSPECTION7...'. N Yin n,: Modular Ratio = 10.2 SOLID_GROUTING ?.... N y/n Allowable Fa = 1=LtWt,2=MedWt,3=NrmWt.. 2 ------- Concrete Data.., f'c = 2,500 psi NOMINAL THICKNESS = 8 in ------------- Fy = 40,000 osi ------- CONC. COVER OVER REBAR = 1.5 in NOTE !! Maximum Moment Occurs /at ' 2,52 ft above Top of . Footinq . ' ________________________________________________ Top .8 Ht .6 -Ht .4 Ht .2 Ht Bottom DIST. ABOVE FTG = 5 4 ' 3 2 1 ft BAR SIZE � . � # S .4 4 4 4 4 BAR SPACING = �~�i8 18 18 18 18 in ....0:Cntr,1:Edqe ? Rebar 'd' Dist. ` = 4100 4.00 4.00 4.00 4.00 4.00 in, Wall Side w/Tension: Front Front Wont Front Front Front Moment .... Actual '= 279 589 771 766 530' ft-# Moment .... Allow =~1558 1558 1558 1558 1558 ft-# Shear,.,..Actual = 7.6 5.4 2.0 2.4 7.8 # Shear ..... Allow = 85.0 85.0 85.0 85.0 85.0 85.0 # Wall Weiqht = 96.'7 96.7 96.7 96.7 96.7 96,7 psf .MASONRY STEMDATA...~............... .............�.~�.............. . Interaction Value = Actual fa = psi Actual fb Psi MOMENTS @ BASE OF WALL........ Used to find resultants & eccentricities (About Toe @ Bottom of Footinq) Force (lbs} Distance Moment . Vertical Lateral (ft> (ft-#) ______ --------- _______Shear Shear@ top of footinci.(tof) = Chino? --1.00 404 -1oment @ T�.O.F. from'stem fixity =-- - -- Active pressure @ heel -aide = -- q 0 0,49 104 Active pressure @ toe side 0.33 -5 Soil`weiqht over heel 1.67 -622 Surcharqe load over heel _ 1~67 -111 Footinq weipht ' = -580. ' 1.00 -580 Stem weipht � = -5B0.'0��`�W�«sW«�hT1.00 -582 Applied axial load on stem = -785.0" -- 0.98 -770 --Soil weiqht over toe`-- --5urcharqe lqad over-= -- Totals 1 lbs -2160.9-ft# ' _ ' ' x�U ` ^ BASEMENT RETAINING WALL_ DESIGN ------------------------------------- DESCRIPTION >> 7' WALL. FOR ORS I LLO i ---------- SOIL DATA ------------ --------------- VERTICAL LOADS ---- -•----- ?ALLOWABLE BEARING == 1,500 00 ps•f AXIAL_ DL ON STEM = :05 Of f ACTIVE FLUID PRESS = 30 pc f AXIAL LL_ ON STEM = X18 ► p 1 f ... ECC. (Tee side f ` r - 0.27 in DESIGN FLUID PRESS = 3C.) pcf (Corrected for backfill slope) SLOPE OF BACKF I L_.l._ z= :1 (hori. avert. > level) PASSIVE LATERAL = 250 psi SOIL DENSITY 100 pcf SOIL_ HT OVER TOE in (can 't. exceed top support ht) SURCHARGE OVER TOE: - psf SURCHARGE OVER HEEL._ -- 100 psr ------•-•-•--•--• LATERAL I....OAI:)S----------- LATERAL LOAD ACTING Oil STEM ABOVE: SOIL... _ psi: ADD ' L- LATERAL LOAD - p 1 f ... TOP FTGv TO START = ft ... TOP FTS. TO ENL ft ... ('-;-' increases slidinq) .. -•--------- WALL & FOOTING DATA -•-•--•-----......---•---------•-•--------------- f-IXI_f. @ BASE:. OF WALL (100% = full fixity). HT. ABOVE -TOFF SUPPORT _ 0.21 ft --------- -------- DIST. DIS'T. TO -1-OP SUPPORT_ = 6.79 ft RETAINED SOIL_. H T . - 6.79 ft -Ictal Wall Height 7..00 ft KEY DEPTH _ 12 in TOE WIDTH --: 0.92 ft KEY WIDTH = = c� HE=EL WIDTH = 2.08 ft KEY DIST. TO TOE:: -------- FOOTING THICKNESS = 12 in "total Footing Width=• '�.i:)i_; ft :. (Toe Width = Location of face) ----- -- _-----._._...---.-� - GENERAL SUMMARY ------------_.-.-...---------------•----- Pr-essur-e @ ..foe -- 1,302 psf Ecc. of Resultant - 0.973 in ; ; Pressure @ Heel = 938 psf Kern. Distance 6 in ; Allowable Press. = 1,500 psf ' Footings 1 -Way Shear: ; Sl i di nq F.O.S. = 2.11 @ Toe = 2.6 psi! @ Heed - 0.7 psi ; Restraint Force Req ' d Allowable Shear- 85.0 psi; ; at Top of Wall -• 335.0 lbs ; Additional Restraint Footinq Over•turninq ; Req ' d at. Bottom = lbs Stability Ratio = 8.04 :1 ; ...._--...-_.---........_-----------_..-•-•--------• SLIDING CHECK L BASE --- -------------- ----•----------- S1 .ab Used To Resist _ Lateral 1-ressure . 794.0 .lbs S1 i. di. nq Id yin - Passive F'r essc.ire� . `,�;�;, �; lbs FTG/SOIL FRICTION - 0.35 -- Friction Pressure . 1176.1 lbs SOIL. TO . NF.-.:GLE(:T _ in ------- ..------__Factor Factorof Safety _= 2.1i Addn'1 Force Req'd == lbs FOOTING . DE.S I C:iN------•- Soi l Press. Mul t . 7 -Toe- "-Heel-- f ' c _- 2,500 psi By ACI Eq. 9-•••1 psf= 1.878 1.354 Ty _ 40,000 psi Mu - Upward it-#= 772 Min. As•tee.l % - 0.0014 Mu --- Downward ft-*= 89 1.299 LASE SF' UNDER HEEL_ ? N yln . Mu - Desinn ft-#= 6S (1.299) .......... Rebar. •Choices........ . One -Way Shear: --Toe ...... --Heel-- ` Allow *.85 psi 85.0 85.0 #5 @ 24,60 " 24.60 ~� E.over over Rebar in= 3.00 3.00 #6 @ 34.92 " 34.92 BETWEEN Ru = Mu/bd^2. psi= ~ 9.4 17.8 #7 @ 47,62 " 47.62 Data... __________________________________________________ � BASEMENT RETAINING WALL DESIGN x^~ - AS REQ'D in^2= 01151 0,151 #8 @� 48.00 " 48.06 ~� 09 @ 48.00 " 48.00 --------------- STEM DESIGN BETWEEN LATERAL SUPPORTS ----------------- � Masonry Data... f'm = 1"500 psi MATERIAL TYPE..... ------------ Fs = 24,000 psi 1:Mas,2:Conc : -' 2 LOAD DURATION FACTOR = 1 Em = f'm * 750 SPECIAL INSPECTION ?.... N y/n n : Modular Ratio- 10.2 SOLID GROUTING ?.... N Y/n Allowable Fa = 1=LtWt,2=MedWt,3=NrmWt.. - ------- Concrete Data... f'c = 2,500 p0 NOMINAL THICKNESS = 8 in -------2----- FY = 40,000 psi ' ' ------- CONC. COVER OVER REBAR = 1.5 in NOTE !! MaximuM MAnt Occurs at 2.96 ft above Top of Fpotinq . Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom DIST. ABOVE FTG = 5 4 3 2 1 ft BAR SIZE # ' 4 4 .4 4 4 BAR SPACING = 18 18 18 18 18 in ..;.0:Cntr,1:Edqe ? - Rebar 'd' Dist.4.00 -` 4.00 4.00 4.00 4.00 4.00 in Wall Side w/Tensi(:�n: Front Front Front Front Front Front Moment .... Actual = 858 1177 1299 1174 766 ft-# .Moment .... Allow 4 1558 1558 1558 1558 1558 ft-# Shear..w..Actual = 8.3 4.7 0.2 5.5 12.1 # Shear ..... Allow = 85.0 85.0 85.0 85.0 85.0 85.0 # Wall Weiqht 96;/7 96.7 96.7 96.7 96.7 96.7 psf .MASONRY STEM DATA ................. r................................... Interaction Value = Actual fa psi Actual fb= ' ps i MOMENTS @ BASE OF WALL........ ----------------------------------- Used to find resultants & eccentricities �____________________________________ (About Toe @ Bottom of Footinp) Force (lbs} Distance Moment Vertical Lateral (ft) (ft-#) Shear@ top of footinq'71of) = _-______ -- _______ _______ 560.3 1.00 --------- _______Shear 560 Moment @ T.O.F. fromstem fixity = -- -- -- Active pressure @ heel side = -- 248.7 0.49 122 Active pressure @ toe side = -- -15.0 0.33 n5 Soil weiqht over heel-' = -959.7 2.29' -2201 SurchArqe load over heel = -141.3 -- 2.29 -324 Footinq weiqht = -797.5 -- 1.39 -1106 Stem weiqht = -676.7 -- 1.25 -848 Applied axial load on stem = -785.0 -- 1.23 -966 ' Soil weiqht over toe ' � Surcharqe load over toe � Totals -- = 3360.2 lbs -4767.7 ft# -------------------- ----------------------------- 7 BASEMENT RETAINING WALL DESIGN Pao a DESCRIPTION >> 8'WALL FLUID FOR STEVE ORSILLO -------- >>:�� DIST. TO TOP SUPPORT ' ft RETAINED SOIL HT, ---------- SOIL DATA --�--------- ft --------- VERTICAL LOADS ---------- 'ALLOWABLE BEARING = 1,500 psf AXIAL DL ON STEM = 305 Of ACTIVE FLUID PRESS = _ 30 pcf AXIAL LL ON STEM = 480 plf -_--- ' ...ECC. (Toe side '+') = 0.27 in . DESIGN FLUID PRESS = '-^30 pcf (Corrected for backfill slope) SLOPE OF BACKFILL = :1 (hori2:vert,0=level) PASSIVE LATERAL = 250 psf SOIL DENSITY = 100 pcf SOIL HT OVER TOE . = in (can't exceed top support ht) SURCHARGE OVER TOE = psf SURCHARGE OVER HEEL = 100 psf --------- LATERAL LOADS LATERAL LOAD LOAD ACTING ON STEM ABOVE SOIL = psf ADD'L LATERAL LOAD = plf ...TOP FTG, TO START = ft ...TOP FTG. TO END = ft ^... ('+' increases slidinq) ...^ --------------------------- WALL & FOOTING DATA ------------------------ % FIXITY @ BASE OF WALL (100% = full fixity) = % HT. ABOVE TOP SUPPORT = 0.21 ft -------- DIST. TO TOP SUPPORT 7.79 ft RETAINED SOIL HT, 7.79 ft Total Wall Heiqht � 8.00 ft KEY DEPTH `= 12 i n TOE WIDTH = 0.92 ft KEY WIDTH HEEL WIDTH =� 2.08 ft KEY DIST. TO TOE =- -------- FOOTING THICKNESS = 12 in Total Footinp Width 3.00 (Toe Width = Location Ca - -ace) |------------------------- GENERAL SUMMARY --------------------------7-| | Pressure @ Toe = 1,440 psf Ecc. of Resultant = 1.202 in � | Pressure @ Heel = 959 psf Kern Distance = 6 in � | Allowable PKess. =4~500 psf ' | � Footinqs 1 -Way Shear: | | Slidinq F.O.S. = 1.79 @ Toe = 2.9 psi| � @ Heel = 0.1 psi| | Restraint Force Req'd Allowable Shear = 85.0 psi| � at Top of Wall = 422.5 lbs | | Additional Restraint Footinq Overturninq | | Reo'd at Bottom = |- _____________;_______________________________________________| lbs Stability Ratio = 6.90 :1 � ---------------------- SLIDING CHECK @ BASE ---------------------------- Slab Used To Resist Lateral Pressure : 985.1 lbs Slidinp ? N y/n - Passive Pressure : 500.0 lbs FTG/SOIL FRICTION- = 0.35 - FrictionPressure : 1259.4 lbs SOIL TO NEGLECT = in ------- Factor of Safety = 1.79 Addn'l Force Req'd = lbs �----------------- 7 ------ FOOTING DESIGN ------------------------------- Soil Press. Mult. --Toe- --Heel-- f'c = 2,500 psi By ACI Eo. 9-1 psf= 2,073 11381 Fy = 40,000 psi Mu - Upward ft-#= 847 Min. Asteel % = 0.0014 ' Mu _ Downward ft-#= 89 1,439 USE SP UNDER HEEL ? N v/n Mu - Desipn ft7#0 759 (1,439) ..........Rebar Choices......... One -Way Shear: --Toe-- --Heel-- ^ Allow *,85 psi 85.0 85.0 05 @ 04.60' " 24.60 . Cover over Rebar in= 3.00 3.00 #6 @ 34192 " 34.92 � Ru = Mu/b&4 psi= 10.4 19.7 07 @ 47.62 " 47.62 ~ ____________________________________________________ � BASEMENT RETAINING WALL DESIGN AS REQ'D in^2= 0.151 0.151 #8 @ 48.00 " 48.00 09 @ 48.00 " 48.00 --------------- STEM DESIGN BETWEEN LATERAL SUPPORTS ---------------- ------------------ Masonry Masonry Data... f'm = 1,500 psi MATERIAL TYPE..!..' ------------ Fs = 24,000 psi 1:Mas,2:Conc : -~2 'LOAD DURATION FACTOR = 1 i Em = f'm * 750 SPECIAL INSPECTION ?.... N yin n : Modular Ratio = 10.2 SOLID GROUTING ?.... N v/n Allowable Fa = 1=LtWt,2=MedWt,3=NrmWt.. 2 �~~----- Concrete Data... f'c = 2,500 psi NOMINAL THICKNESS = 8 in ------- 7----- Fy = 40,000 psi ------- CONC. COVER OVER REBAR = 1.5 in NOTE !! Maximum Moment Occurs at 3.40 ft above Top of ' Footinq' . ' Top .8 Ht .6 Ht .4 Ht .2 Ht Bottom ------------------------------------------------- _______________________________________________DIST; ABOVE FTG, = -- 5 DIST; 4' 3 2 1 ft BAR SIZE # 4 4 4 4 4 BAR SPACING = 12 12 12 12 12 in ....0:Cntr°1:Edqe ? 1 ~ ` Rebar 'd' Dist. = 4.00 4.00 4.00 . 4.00 4.00' 4.00 in Wall Side w/Tension: Front Front Front Front Front Front � Moment....Actual = 1591 1862 1893 1619 1006 ft-# Moment .... Allow = '2306 2306 2306 2306 2306 ft-# Shear ..... Actual = -7.9 '~.0 3.3 2.2 ` 9,1 16.8 # Shear ..... Allow . = 85.0 85.0 85.0 85.0 85.0 # Wall Weiqht = 96.7 96.7 96.7 96.7 96.7 96.7 psf .MASONRY STEM DATA..................................................... Interaction Value = / Actual fa = �_' psi Actual fb psi MOMENTS @ BASE OF WALL........ ' Used to find resultants & eccentricities --------- _--------------------------- ____�_____�_____ _, (About Toe @ Bottom of Footinp) Force (lbs) T________________ bisiance Moment Vertical Lateral (ft) (ft-#) Shear @ top of footinq (tof) ________ = -- _______ 721.4 _______ 1.00 _______ 721 _ Moment @ T.O.F. from stem fixity = -- -- -- Active pressure @ heel side = -- 278.7 0.49 137 Active pressure'@ toe Bide = -- -15.0 0.33 -5 Soil weiqkt.over heel '-~ =-1101.0 2.29 -2525 Surcharqe load over heel = -141.3 -- 2.29 -324 Footinq weipht = -797.5 -- 1.39 -1106 Stem weiqht = -773.3 -- 1.25 -969 Applied axial'load on -stem = -785.0 -- 1.23 -966 Soil weiqht over toe Surcharqe load over toe Totals ` = 3598.2 lbs -5036.8 ft#