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Home My WebLink About064-200-04264-20-42 :573-90B,P,E,M DURMAN,,Stanley •612Pbuilfoid Cir, •Magalia (NEW -S, ) - 1 w 64-20-42 :573-90B,P,E,M DURMAN,,Stanley •612Pbuilfoid Cir, •Magalia (NEW -S, ) - ,. o 'd ME i i RESIDENTIAL 64-20-42573-90B,.P,E,M �DURMAN�. Stanley 6121 Guilford Cir, Magalia (NEW SF) Co- r."e-� 1000, i• o� B OFFICE COPY Address G Me er Byer Datep() SLECTRIC Date Meter By JOB FINALE ti Signature V OK O=Not OK - = Not Applicable =Not Ready . ;, OK except #'s rsements-Floo RESIDENTIAL (Single & Duplex) 1 Date FRAMING (Continued) tg., Main; Soils-Elec nd.-/ P' Ft . epth 3. tg., Garage; So -Steel- lec. G .-/ P' Ftg. Depth 4. Fta- Porches & Decks; Soils -Steel-/ /Fig. Depth &Stemwalls, Main; Steel-Blockouts-Wrapped ii ltemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab eel -Wrapped er g. -Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pi s &Ducts; Clearance -Material -Support -Ins. 01 -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date '-k'X qu Card B-1 Date � Card B Date - 2- �J Card B-1 Date and B - Date PLUMBING Permit OK except #'s er Htr.; Vent -Access -Combustion Air -Baffle W r Pipei.& Anchor -Nail Protection D.W.V.; fittings & Anchor -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. T b & Shower, Second Floor -Tub Access . Gas Pipe; Size & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELEC ICAL Permit OK except #'s 7. � & Transformer Clearance -Ins. Protection 23. EI eceptacles Spacing -Lights & Switches at Doors 24 . Boxes & No. of Conductors -Stapled 5.9er4x Installed Close to Edge of Studs & C.J. 6. ip. Ground made up w/Mech. Fastners-Bond Gas & Water X.'2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No ,aCService-Riser Conductors & Ground -Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light �32!S�moke Detector Date Y� . Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. AS.. Ducts Insulation & Support Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRA G Plans OK except #'s Proper Material & Anchors 11' tuds-Nailing, Spacing & Bracing -Plates -Sound Baring Walls over Girders & Floor Nailing A. aft Stop in Walls (rat proof) e Stops; Furred Ceilings -Stairs -Chases -Tub X. Headers & Beam -Size & Bearing ors -Connectors 4§�CLng. Joist-Rftr. ties-Purlin—roof Brac-Truss-Shthng.-Rfng. F' lace Ties or Type A Flue -Fireplace Throat clearance 4 . A' Access; Size & Romex Protection -Draft Stop -Ins. Baffles . Bdorf' Windows or Exiting Doors -Sill Hgt. & Dimensions Fire Protection 54r9perty Line Firewall & Openings 52 xt. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5,4 -'plywood on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer -Mesh-Drip Screed -Fd. Vents-Underflr. Access Glazing Area -Glass Protection -Skylights -Plastic, 5 ear Walls; Nailing -dolts 1pr'59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows - orgoa Date p Card B-1 WF1 Date Card B-1 Date/r,�^/� �y� Card B 1 %�% Date Card B-1 Date FINA lans) OK except #'s Ext. teps-Door & Sidelight Protection -Landings m Detector 1 11 urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Broom Exiting Bath Fixtures & Tub Access -Spa a -'Ile rim & Subpanel; Breaker Sizes & Labels tairs & Rails - 6gfSrpIe,1-e or Stove; Clearances -Hearth AVflec-Outlets at Wood Panel; Int. & Ext. 1De1%5t.Fjxd. & Appliance; Grnd.-Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Cou Gage Fire Door; Swing-Landin I A.C_Duct in Garaoe-Damper "tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In garage; Above Floor-Mech. Protection zki*�.,Iec. & Mech. Equip. Listed for LocatiSn e eceptacles in Garage; (G.F.I.)-Romex Protection nsuletion-Foam-Looked in Attic 0 Yes 78 ,uEd Rails & Deck Construction -Post Caps dn. Vents & Crawl Hole Door -Drainage ,& Wood -Earth Clearance Looked under Flood O Yes 80. Following instld.; Drive es ❑ No; Walks Yes 0 No; Planters ❑ Yes 0 No co; gown -Finish A. nit; Disconnect, Electrical, Plumbing Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Op Ings ater Well; Disconnect, Electrical, Plumbing Exte 'or Elec. Trim; G.F.I. Receptacle -Underground en " tion Throughout House GI rotection Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water 8,,Sewer Connected -C/O to Grade -HD Approval rgy Compliance Certificate -Other Certificates Date �=-�%//Card Date Card B-1 DateA-.Z-1s// Card B��,GjT�j - Date Card B-1 Date -—'``ii Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) J=OK O = Not OK = Not t Applicable NotMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / P'Nat. or/ /" L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plan%*)OK'except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg -Rig.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports: Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing - 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE -5 73-�� NLHMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date Inspector COUNTY OF BUTTE s a DEPARTMENT OF PUBLIC WORKS Pr 196 Memorial Way. Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 �- 7 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE _�►ra(A 9- �/ OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office Immediately. -5� C/- J �UJ gnrric. Q W!/ alp -I'a VQ U r/ � ti r-�5�< Inspector � Date S �2- �;6 COUNTY OF BUTTE 1 , 4 L. DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, OroviIle— Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE �,...t C^a..., S;7 3- %0 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Eve/ 2+ abU..c 4 Cale. 0145e ->{-es 4k-- 2q,15 ac. f�1eArAiits `lIXc�(`(^ri Aesi4, ct�v � _ Scvci�r.�o.e Inspector 0 / Date �� 3`} Qt, COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT I A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when Correction of work is completed. If you have any question pertaining to this mator need additional explanation, please contact this office immediately. Datel')� `' Inspector COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE PERMI A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date—: ' �� /�y Inspector ' _ -1 - ENERGY -CF.RTIFICRTION LOCATION A. P. NO. MATERIAL � BRAND NAME THICKNESS THERMAL RESISTANCE (R VALUE)_______ EXTERIOR WALL MATERIALFIBEGLASS BRAND NAMECERTAINTEED THICKNESS (INCHES) THERMAL RESISTANCE (R VALUE) CEILING ------' BATT OR BLANKET T BRAND NAMECERTAINTEED THICKNESS THERMAL RESISTANCE (R VALUE) LOOSE FILL TYPE __FIBER@ �� BRAND NAME NTEED ��------ MINIMUM TNICNNESS(INC UMBER OF B --- T PER BAG ' AREA COVERED (SQ FT) THERMAL RESISTANCE (R VALUE) FLOOR, ELEVATED " ~ ------- MATERIAL FIBERGLASS BRAND NAMECERTAINTEED THICKNESS (INCHES) ---- THERMAL RESISTANCE (R VALUE. ' FLOOR, SLAB--^�---' MATERIAL BRAND NAME THICKNESS (INCHES) THERMAL RESISTANCE (R VALUE) FOUNDATION WALL ��---- MATERIAL BRAND NAME_______ THICKNESS (INCHES) THERMAL RESISTANCE (R VA'UE)_______ I HEREBY CERTIFY THAT THE ABOVE INSULATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. HAWKINS INSULATION FIRM NAME/OWNER 379407 STATE CONTRACTOR'S LICENSE NO. SIGNATURE DATE I HEREBY CERTIFY THE ABOVE INSULATION AND ALL REQUIRED ITEMS AS SHOWN ON THE BUILDING DEPARTMENT APPROVED PLANS AND ATTACHMENTS HAVE BEEN INSTALLED AS REQUIRED BY THE STATE OF CALIFORNIA ENERGY REQUIREMENTS. ALL EQUIPMENT, DEVICES AND MERTIALS ARE OF THE QUALITY PRESCRIBED OR ARE SPECIFICALLY APPROVED BY THE STATE OF CALIFORNIA. STATE LICENSE NO. /OWNER DATE -1- °~ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orovill-,, Califgrnia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT N0. ASSESSOR PARCEL NUMBER 64-20-42 ZONING T BUILDING PERMIT OWNER Stanle Durman TELEPHONE 877-2662 SO. FT. OCC. BUILDING VAVJATION 1440 R 57600 OWNER'S MAILING ADDRESS PO Box 171 Paradise 95967 440 M 6160 CONTRACTOR'S NAME Owner TELEPHONE 187 CSV 1870 CONTRACTOR'S MAILING ADDRESS Fireplace 1 100 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 66 -vAn Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 167-00 Energy Plan Checking Fee $ I5 -no ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS A:;;/ Permit fee PLUMBING PERMIT Filing Fee 10.00 Each Trap $ 1 2.00 MOT Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 198 NAME iP.Pines #14 PARCEL MAP 3 �-� 3 Water piping 5.00 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF Q Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 5.00 Mobile Home I S I G JW 1 0.00e TYPE OF WORK New KI Addition El Remodel❑ Utilities❑ Installation❑ Other F] Describe work: 2 Permit Fee $ 46.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑NON.RESIO 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 17� 1, as the owner, or my employees with wages as their sole compen- % sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING og88r()&) OR ADDNS. ACG. BLDGS. 2'/zQsgft —NEW CONSTR MULTI -OUTLET BRANCH CIRC ITS 2,50 ea (POWER APPARATUS S) SINGLE CUTLET cIR. Ex.OccUp(OUTLETSOR FIXTURES 20@50 BALeZIq FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ' Misc. Wiring 15.00 Permit Fee $ Contractor ' 50 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Dual Pack Cooling 1 - 6.00 Hood 3.00 Ventilation 13.00 permit Fee $ 2$.00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County or Butte to enter upon the above-mentioned property for inspection purposes. I also re to save, i mnify and keep harmless the County of Butte against all li iii I Ju gm ts, costs, and expenses which may in any way accrue aga o sequence of the granting of this peYmit X Date Si tore of Applic nt - wner Contractor ❑ Agent ❑ An OSHA permit is required f r excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ oc CONST TYPE ��./�/ TOTAL FEE $ 709.50 HAz _ CUA PARK SCHL FLD PAR PD H ISSUE This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees 1 E OR PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS S % ' Date /U — J Receipt No. 99020 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION, AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER �`�� _ ZONING - BUILDING PERMIT OWNER TELEPHONE S0. FT. OCC. BUILDING VALUATION 5 OU„ OWNER'S MAILING ADDRESS d�� ,fZ .6160— CONTRACTOR'S NAME ]TELEPHONE J N-7 CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN C Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 331— ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 16-7— Energy Plan Checking Fee $ �S— ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS r� Permit fee $ C-26 PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 /6— Solar or heat pump water heater 20.00 LOT NO. �9 SUBDIV SIIAAg�N NAME �� S #/,f PARCEL MAP Water piping 5.00 5 Each qas water heater or vent 5.00 $� USE OF STRUCTURE SFT Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.008 TYPE OF WORK New [& Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: 3 3+,1 Permit Fee $ 46—w Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 �() Main service EA, ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is In full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure Is not intended or offered for. sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason OR ADDNST ( DACCLBLDGS.0 '/2¢sgft=I��--- NEW CONSTRMULTI-OUTLET NON.RESID BRANCH CIRC iTS) 2.50 ea POWER APPARATUS &) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 5AL&30 eA�osoe FIXED APP LNS, OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department_ a Certificate of Workmen's Compensation Insurance or a Certificate Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Q o /J,gUL Coolingof Hood 3.00 -3— Ventilation Permit Fee $ -� Contractor I certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - Owner El Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee occ CONST TYPE TOTAL FEE $ HAz CUA PARK scHL FLD PAR Po Ho Issue Th's permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By OF D��IT CYIDIpCC n'to the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS =� BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEETS / Permit No. OWNER 97AA)Lfy /.�-R~ "A. R No. C1-.20 -42 Proposed Building Use ,d)AiA/ S)� Building Inspector.40-4. `'„ Date At time of permit application, I was advised the following data must be submitted prior to permit... processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) ^r 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... 113. PAqr s-rclil School. District fees paid ..:...........- 4� 4. Sanitation approval from P4MA9`r* Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 3' a 'q Q-1 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector -�, (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. i 23. Owner -Builder Verification (Given to owner o, Mail to owner ❑) ..... _tIAL24. Recorded copy of Agricultural Acknowledgment Statement ......... �3 �>� 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. X_ Telephone =-.266-2 and hold for pickup at _ _%office. Deliver w/inspector. Other /111') � �, > Appl ican Date Copy of plans sent " Health Dept., Fire Dept., Other Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: I! Contractor, designer, owner, was advised of above required data by_phone---nail-counter by .date 1 Contractor, designer, owner, was advised of above required data by -phone _mall -counter by date Plans checked by Date Plans approved by Date Sets of plans on hold in ile cabinet AP folder Copy -DPW TO Buildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance -" Owher Loc tion APS Plan Approved for: Hold final for: Sewase Disposal Final clearance O.R. for: Clearance for J bedroom home. other NOTE *'* Water Supply Water Supply ' Water Supply 17 0 �- Date Sanitarian TO: Building Department FROM: Encroachment Permit Section RE: 'Dii:veway Clearance v/' ow er location Driveway permit %ay ( %O n b sign re ,1'41 -7 -0 -y2 -- AP # has been issued for the above property. 1 date 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S' F., DUPLEX & MISC. ONLY) OWNER v'R MAS GENERAL Bldg. Permit # S i 3 -'T C) A.P. # 04Z7 72o-9-2 Zoning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Energy Design and Compliance. Existing violations on property.. 6. Items on data sheet. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on creation map or compliance document. FAU & FAS road setback. FT.nnp PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance . of mechanical equipment. Locations of water heater, heating and cooling equipment, other electrical or gas equipment, and plumbing fixtures. . Garage firewall, door size, and closer (Sec. 503(d)(3)). TJ 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and clearance. 3. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS - 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. MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). Brick or stone veneer (Chapter 30). 5/89 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) Exterior _plaster - weep screeds (Sec. 4706). ,5: Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. . Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). . Attic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. . Noise requirements on duplexes. Adobe soils - special foundation design. . Retaining walls requiring design. . Unusual shape, size, or split level house requiring lateral design. Flashing at.all exterior openings. COUNTY OF BUTTE - Department of Public Works 7 County Center Driye,`Orovil,le, CA 95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has-been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement '(yes or no) 2. I (ha have no signed an application for a building permit for t posed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner, i Social Securi n er Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831.and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. BUTTE COUNTY SCHOOLS DEVttOPMENT FEE CERTIFICATION FORM (One Form,per Building) A.P. Number �l4O-Q-� Building Department No. School District AWAM5r F City =, County Jurisdiction Property Owner S'rAN-'(ay( Dr/RM441 Project Location/Address <54/77c -7 -0? -b 4'.r4- MA64CtiA A/VX;U Subdivision m Lot Number Residential Development,: Sq. Footage 14417 r,#.of Living MHI Addition (Group R) Units Commercial/Industrial:Sq. Footage New Addition (Including Exterior, Roofed Areas) —Building Departmera`t Representative / /Date (Floor Plans reviewed by School District Personnel) District.-I..d No. i' l �Applicant-JName r ' V Street Address School District certifies that . 1 one Number) City) (State) (Zip has complied with the requirements of Resolution No. by the payment of $ oL�f"�p,(� representing square feet. Schp'ol District Representative Ddte PAID BY CHECK NO. BANK NO a i�y PAID BY CASH REMARKS: white -applicant, yellow -building department, ,pink -school district SCHOOL.FEE (8/88) r�-�'s!Zem Return n W AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT R O " I` I 5 FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned 90-410145 Rec .Fee 7.00 for agricultural purposes, and residents Cash 7.00 of this property may be subject to incon- Recorded veniences or discomfort arising from the Official Records use of agricultural chemicals, including, County of but not limited to herbicides, pesticides, Butte ` and fertilizers; and from the pursuit Candace J. Grubbs of agricultural operations including, Recorder but not limited to cultivation, plowing, 10:07am 14 -Mar -90 BG .2 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described, as follows: Date: MARCH 6, 1990 State of CALIF. ) County of BUTTE ) Mason Nina "Nommos4moss a • DONALD DRIVON a NOTARY PUBLIC -CALIFORNIA e w + Butte County 'v My Commission Expires • Sept. 24, 1993 ■ Emmons nowsommoonsonnow RO &.71 On this the 6TH day of MARCH , 19 90 , before me, SS. the undersigned Notary Public, personally appeared STANLEY E. DURMAN Personally known to me. ® Proved to me on the basis of satisfactory evidence. to be the person( whose name( TS subscribed to the within instrument and acknowledged that HE executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 4;2— Notary Public DESCRIPTION 9:0_10tk5 ORDER NO. BU -110893-2 FH ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I• LOT 198, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 1411, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JULY 15, 1971, IN BOOK 38 OF MAPS, AT PAGES 37, 38, 39 40 AND 41. PARCEL II' A NON-EXCLUSIVE EASEMENT OVER LOTS A AND B (THE COMMON AREA) OF SAID PARADISE PINES UNIT NO. 14, AND THE LOTS DESIGNATED FOR COMMON AND RECREATION AREAS, AS DESCRIBED IN THE DECLARATION OF ANNEXATION FOR UNITS IV, VI, VIII, X, XI, XII, XIII AND XIV. END OF DOCUMENT ' CALCULATIONS TYPICAL RESIDENTIAL FOUNDATIONS STAN DURMAN CONSTRUCTION 5674 LITTLE GRAND CANYON ROAD PARADISE, CA 95969 CALCULATIONS ARE IN COMPLIANCE WITH THE 1988 EDITION OF THE UBC . SIGNED L �c~ �_~�=_��.___ DATE FRANK L. TYUKOS, q�'U:E 32434 ' F L T ENGINEERING 5790 CLARK POAD PARADISE,'CA 95969 (916) 872-0254 ' N n SUBJECT: TYPICAL RESIDENTIAL FOUNDATIONS BY: FLT DATE: 4/90 JOB NO.: 0341-1 PROJECT: STAN DURMAN CONSTRUCTION 5674 LITTLE GRAND CANYON RD. PARADISE DESIGN CRITERIA: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 8 STUD WALL, FLOOR & ROOF ARE SUPPORTED BY CONC. RETAININ6—BEARING WALL FOUNDATIONS. CONCRETE WALLS ARE SUPPORTED @ TOP BY CONCRETE SLAB AND AT THE BOTTOM BY CONTINUOUS FOOTING. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (3+8) = .11 k/l MAX. Li = .030 x 16 +.010 x (16-3) +.008 x 16 +.050 x 3 = 189 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF (SNOW) + ADD'L LIGHT ROOF DL + ADD'L HEAVY ROOF DL + FLOOR DL+LL ' . SURCHARGE OF 2000# WHEEL LOAD @ APPROX. 3' FROM WALL � 2.0/6^2 = .056 KSF -- 1' SURCH. CALCIS PROVIDED FOR: 41-0" HIGH WALL — SHEETS12 & 3 61-0" HIGH WALL — SHEETS 4& 5 71-6" HIGH WALL — SHEETS 6 & 7 CONSTRUCTION DETAIL — SHEET 8 MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, REINFORCING — ASTM A615, GRADE 40, WELDED WIRE MESH — ASTM A185, 6x6w� �W1.4 x W1.4 (10/10), ALLOWABLE SOIL BEARING PRESSURE — 1500 PSF, . ALLOWABLE LATERAL BRG. PRESSURE 7 200-PSF m PROJECT : STAN DURMAN CONSTRUCTION JOB NO. : 0341-1 DATE : 4/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ---------------------------------- WALL ________________________________ WALL DESIGN: . ------------- ALL ___________ ALL CALCULATIONS ARE IN UNITS/LN. FT. ' GRADE SLOPE RATIO: LEVEL- SOIL EVELSOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1' YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 ~ GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS,OF WALL - T (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr (KIP): REACTION @ TOP OF WALL - Rt (KIP)h. REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP) - AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) --------- _----------------------------- _________ 0.029 3.75 #4 @ 81.4 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN^2): DESIGN REINF. - VERTICALg #4 @ 214 - HORIZONTAL #4 @ 13 COMBINED STRESSES @ WALL ^ FLT ENGINEERING' 5790CLARK ROAD PARADISE, CA (916) 872-0254 3HEET Z OF -P 0.11 0.89 � 4 4.67 6 1.46 0.33 0.13 0.20 2.24 0.16 0.108 0.180 PROJECT : STAN DURMAN CONSTRUCTION JOB NO. : 0341-1 DATE : 4/1990 CALCIS BY : FLT FOOTING DESIGN: DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): ' PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): 100 150 1500 t00 0.35 0 1500 11.93 6.00 DESIGN FOOTING - WIDTH - DEPTH (INCHES) 6.00 TOTAL GRAVITY LOAD - Pv (KIP): 1.49/ INCREASE OF ALLOW. SOIL PRESSURE (%): 0.0 ACTUAL SOIL PRESSURE - Q (PSF): 1492 < 1500 SLIDING RESISTANCE n Fr (KIP): 0.31 > 0.20 SLAB REINFORCEMENT: � -------- _----------- REINF @ TOP OF WALL (BAR #): 4 MAX. HORIZONTAL SPAN OF WALL (FEET): 8.65 DESIGN HORIZONTAL SPAN (FEET): 4 SLAB THICKNESS (INCHES): 4 SLAB WIDTH REQUIRED {FEET): 7.27 DESIGN AREA OF SLAB REINF. (IN^2/LF): 0.029 ALLOW. TENSILE STRESS OF REINF. (KSI): 30 LENGTH OF DOWELS (INCHES) -.7.02 . FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 -u SHEET 3 O . PROJECT : STAN DURMAN CONSTRUCTION JOB NO. : 0341-1 DATE . : 4/1990 CALCIS BY : FLT SUBJECT: CONCRETE RETAINING - BEARING WALL ----------------------------- ____ WALL DESIGN: --------------- ALL ___________ ALL CALCULATIONS ARE'IN UNITS/LN. FT. GRADE SLOPE RATIO: SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): 2000# WHEEL LOAD YIELD STRENGTH REINF. (KSI):. ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP) - LIVE LOAD (KIP) OVERALL HEIGHT OF THE WALL - Hw (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - T (INCHES): ' COEFFICIENT - a : TOTAL EARTH PRESSURE - Fhr AIP): REACTION @ TOP OF WALL - Rt (KIP): REACTION @ BOTTOM OF WALL - Rb (KIP): HEIGHT OF 10' SHEAR - Ho (FEET): MOMENT - Mw (FT -KIP): AREA REINF. (IN -2) 'dl(IN) SHE & SPA (IN) ------------------------------------ ____________ 0.092 3.75 ' #4 @ 26.2 MIN. VERTICAL REINF. - .15 % (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN�2): DESIGN REINF. - VERTICALg #4 @ 24 - HORIZONTAL � COMBINED STRESSES @ WALL FLT ENGINEERING 5796 CLARK ROAD PARADISE, CA (916) 872-0254 LEVEL 30 1 40 2000 0.11 0.89 6 - 6.67 6 1.46 0.67 0.25 »^42 3.39 0.50 PROJECT : STAN DURMAN CONSTRUCTION JOB NO. : 0341-1 DATE : 4/1990 CALC'S BY : FLT FOOTING DESIGN: --------------- DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT - Fc, BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): DESIGN FOOTING - WIDTH (INCHES): - DEPTH (INCHES): TOTAL GRAVITY LOAD - .Pv (KIP): INCREASE OF ALLOW. SOILPRESSURE (%): ACTUAL SOIL PRESSURE - Q (PSF): SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: ________0__________ - REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN (FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): FLT ENGINEERING 5790*CLARK ROAD PARADISE. CA ,sib) H/2 -o201. SHEET J_ -� OF w 100 150 1500 200 0.35 0 1500 13.53 6.22 15.00 « 14.00 —�� ' �� OeprAl 1.92 3.3 1535 < 1550 0.63 > 0.42 4 6.21 4 4 14.13 0.029 30 13.64 PROJECT : STAN DURMAN CONSTRUCTION JOB NO. : 0341-1 DATE : 4/1990 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 . CALCIS BY : FLT SHEET OF ~� SUBJECT: CONCRETE RETAINING - BEARING WALL _________________________________ WALL DESIGN., ------------- ALL ___________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO:' LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 2000# WHEEL LOAD 1 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP) 0.11 - LIVE LOAD (KIP) 0.89 OVERALL HEIGHT OF THE WALL - Hw (FEET): 7.5 ��. OVERALL HEIGHT OF THE SOIL - Hr (FEETA 8.17 THICKNESS OF WALL - T (INCHES): 6 COEFFICIENT - a : 4.46. TOTAL EARTH PRESSURE - Fhr (KIP): 1.00 REACTION @ TOP OF WALL - Rt (KIP): 0.36 REACTION @ BOTTOM OF WALL - Rb (KiP): 0,64 HEIGHT OF 10' SHEAR - Ho (FEET): 4.25 ' MOMENT - Mw (FT -KIP): 0.95 ~ AREA REINF. (IN^2) 'd'(IN) SIZE & SPA (IN) ------------------------------------------------ 0.173 3.75 #4 @ 13.9 ' ~ MIN. VERTICAL REINF. - .15 % (IN^M 0.108 MIN. HORIZONTAL REINF. - .25 % (IN -2): 0.180 DESIGN REINF. - VERTICAL #4 @ 13 - HORIZONTALY #4 @ 13 ^ COMBINED STRESSES @ WALL � , 0.48 < -1.0 PROJECT : STAN DURMAN CONSTRUCTION JOB NO. : 0341-1 DATE : 4/1990 CALCIS BY : FLT FOOTING DESIGN: ---------------- DENSITY ______________ DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): ALLOW. SOIL BEARING PRESSURE (PSF): ALLOW. LATERAL BEARING PRESSURE (PSF): FRICTION COEFFICIENT.- Fc: BEARING PRESSURE REDUCTION (PSF): NET. ALLOW. BEARING PRESSURE (PSF): PRELIM. FOOTING - WIDTH (INCHES): - DEPTH (INCHES): DESIGN FOOTING - WIDTH (INCHES): - DEPTH (INCHES): TOTAL GRAVITY LOAD - Pv (KIP): INCREASE OF ALLOW. SOIL PRESSURE ACTUAL SOIL PRESSURE - Q (PSF): SLIDING RESISTANCE - Fr (KIP): SLAB REINFORCEMENT: --------------- REINF @ TOP OF WALL (BAR #): MAX. HORIZONTAL SPAN OF WALL (FEET): DESIGN HORIZONTAL SPAN {FEET): SLAB THICKNESS (INCHES): SLAB WIDTH REQUIRED (FEET): ' DESIGN AREA OF SLAB REINF. (IN^2/LF): ALLOW. TENSILE STRESS OF REINF. (KSI): LENGTH OF DOWELS (INCHES): FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET ;' OF 100 150 1500 200 0.35 0 1500 14.73 12.02 18.00 » 18.00 --ae 05 (f A?pell�7�l 2.31 10.0. 1539 < 1650 0.95 > 0.64 4 5.12 4 4 20.77 0.029 30 20.06 C A L C U L A T i. 0 N S A CANTILEVER RETAINING WALLS STAN DURMAN CONSTRUCTION 5674 LITTLE GRAND CANYON ROAD PARADISE, CA 9590:3 C AL_.'_ ULAT I ONS ARE IN COMPLIANCE WITH THE . 19 3S EDITION OF" THE UBi S I LihiED - " DATE FRANK L. TYUKOS, F" L T ENGINEERING SUBJECT: CONC. CANTILEVER RETAINING WALL BY: FLT DATE: 4/90 JOB NO.: 0341-2' PROJECT: STAN DURMAN CONSTRUCTION 5674 LITTLE GRAND CANYON, PARADISE, CA 95969 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA SHEET 1 OF 6 DESI8N_CRITERIA� STUD WALL, ROOF AND FLOOR ARE,SUPPORTED BY CONCRETE CANTILEVER RETAINING WALL FOUNDATIONS. CODE 1988 UBC SUPERIMPOSED LOADS: MIN. DL = .010 x (8+3) = .11 k/l MAX. LL = .030 x 18 + .010 x (18-3) + .050 x 3.5 = .87 k/l LOADING PER ABOVE IS CRITICAL FOR BOTH — BEARING (INCLUDES DL+LL) AND SLIDING RESISTANCE (MIN. DL ONLY), MAX. LL — ROOF (SNOW) + ADD'L LIGHT ROOFDL + ADD'L FLOOR (DL+LL) CALCIS PROVIDED FOR: A. 41-0" HIGH WALL — SHEETS 2 & 3 B. 61-0" HIGH WALL — SHEETS 4*& 5 CONSTRUCTION DETAIL — SHEET 6 .� MATERIALS: CONCRETE — ULTIMATE COMPRESS. STRENGTH — f'c = 2000 PSI @ 28 DAYS, ' REINFORCING — ASTM A615, GRADE 40, ALLOWABLE SOIL BEARING PRESSURE —+1506 PSF, ALLOWABLE LATERAL BR8. PRESSURE — 200 PSF ' PROJECT� : STAN DURAM'CONSTRUCTION JOB NO. : 0341-2 DATE : 4/90 CALCIS BY : JUH SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL _________________________________ WALL DESIGN: - ____________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: ~ � LEVEL SOIL EQUIVALENT FLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 GRAVITY LOAD - DEAD LOAD (KIP): .11 - LIVE LOAD (KIP): .87 OVERALL HEIGHT OF THE -WALL - H (FEET): 4 OVERALL HEIGHT OF THE SOIL - Hr (FEET): 2 THICKNESS OF WALL - TOP (INCHES): 6 - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 ` TOTAL EARTH PRESSURE - Fw (KIP): 0.06 MOMENT - Mw (FT -KIP): 0.04 AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ` 0.007 ' 3.75 #4 @ 329.6 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Z OF .457 MIN. VERTICAL REINF. - .15 % (IN^2): 0.108 MIN. HORIZONTAL REINF. - .25 % (IN -2): 0.180' ^ DESIGN REINF. - VERTICAL #4 @ 24 - HORIZONTAL: #4 @ 13 l COMBINED STRESSES @ WALL: . 0.04 < 1.0 ^ A PROJECT : STAN DURAM CONSTRUCTION JOB NO. : 0341-2 DATE : 4/90 CALCIS BY : JUH SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL _________________________________ WALL DESIGN: ____________ ALL CALCULATIONS ARE IN UNITS/LN. FT. GRADE SLOPE RATIO: ' SOIL EQUIVALENT FLUID PRESSURE (PSF): SURCHARGE (FEET): YIELD STRENGTH REINF. (KSI): ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): GRAVITY LOAD - DEAD LOAD (KIP): - LIVE LOAD (KIP): OVERALL HEIGHT OF THE WALL - H (FEET): OVERALL HEIGHT OF THE SOIL - Hr (FEET): THICKNESS OF WALL - TOP (INCHES): - BOTTOM (INCHES): COEFFICIENT - a : TOTAL EARTH PRESSURE - Fw (KIP): MOMENT - Mw (FT -KIP): AREA REINF. (IN^2) 'di(IN) SIZE & SPA (IN) _.... _................................... 0.007 3.75 #4 @ 329.6 MIN. VERTICAL REINF. - .15.% (IN^2): MIN. HORIZONTAL REINF. - .25 % (IN -2): DESIGN REINF. - - HORIZONTAL: � COMBINED STRESSES @ WALL: . FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET Z OF �� LEVEL 30 0 40 2000 .11 .87 4 2 6 6 ' 1.46 0.06 0.04 0.108 0.180:' 0.04 < 1.0 A ' PROJECT : STAN DURAM CONSTRUCTION JOB NO. : 0341-2 DATE : 4/90 CALC'S BY : JUH FOOTING DESIGN: . DENSITY OF SO& (PCF): 100 DENSITY OF CONCERTE (PCF): 150 OVERTURNING RATIO - MIN: 1.5 - MAX: 2.5 ALLOW. SOIL BEARING PRESSURE (PSF); 1500 ALLOW. LATERAL BEARING PRESSURE (PSF): 200 FRICTION COEFFICIENT - Fc: 0.35 DESIGN FOOTING DEPTH (INCHES): 6 DESIGN FOOTING WIDTH - HEEL (INCHES): 4 0.09 - TOE (INCHES),.- 4 FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 14 OVERTURNING FORCE - Fo*(KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP): RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF 0.09 0:08 0.56 0.36 4.57 FLT ENGINEERING. 5790 CLARK ROA6 PARADISE, CA (916) 872-0254 SHEET 3 OF 69 NET MOMENT - Mn (FT -KIP): 0.28 ECCENTRICITY - e (FEET): 0.09 ECCENTRIC MOMENT - Me (FT -KIP): 0.05 FOOTING AREA - Af (FT^2): 1.17 SECTION MODULUS.- S (FT^3): 0.23 SOIL PRESSURES - DL ONLY - SPt (PSF): .' 705.51 ^<� . 1500 - SPh (PSF): 261.63 > 0 SOIL PRESSURES - ADDED LL - SPt' (PSF): 1451.22 < 1500 - SPh' (PSF): 1007.35 > 0 SLIDING RESISTANCE - Fr (KIP): 0.22 > 0.09 PROJECT : STAN DURAM CONSTRUCTION JOB NO. : 0341-2 DATE : 4/90 CALCIS BY : JUH SUBJECT: CONCRETE CANTILEVER RETAINING WALL ----------------------------------- WALL _________________________________ WALL DESIGN: ALL CALCULATIONS ARE IN UNITS/LN. FT. - GRADE SLOPE RATIO: LEVEL SOIL EQUIVALENTFLUID PRESSURE (PSF): 30 SURCHARGE (FEET): 0 YIELD STRENGTH REINF. (KSI): 40 ULTIMATE COMPRESSIVE STRENGTH OF CONCRETE (PSI): 2000 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA' (916) 872-0254 SHEET 4F OF 6�z GRAVITY LOAD,- DEAD LOAD (KIP): .11 - LIVE LOAD (KIP): .87 OVERALL HEIGHT OF THE WALL - H (FEET): 6 -- OVERALL HEIGHT OF THE SOIL - Hr (FEET): 3 THICKNESS OF WALL - TOP (INCHES): E. - BOTTOM (INCHES): 6 COEFFICIENT - a : 1.46 � TOTAL EARTH PRESSURE - Fw (KIP): 4 MOMENT - Mw (FT -KIP): 0.14 AREA REINF. (IN^2) 'd'(IN), SIZE & SPA (IN) _------------------------------ _________ 0.025 3.75 #4 @ -7.7 MINV VERTICAL REINF. - .15 % (IN^2): 0.108: ^ MIN. HORIZONTAL REINF. - .25 % (IN^2): 0.180 DESIGN RbINF. - VERTICAL: #4 @ 24 - HORIZONTAL: #4 @ 131 COMBINED STRESSES @ WALL: U 0.09 < 1.0 PROJECT : STAN DURAM CONSTRUCTION JOB NO. : 0341-2 DATE L 4/90 CALC'S BY : JUH FOOTING DESIGN: ---------------- DENSITY ______________ -1 DENSITY OF SOIL (PCF): DENSITY OF CONCERTE (PCF): OVERTURNING RATIO - MIN: - MAX: ALLOW. SOIL BEARING _PRESSURE (PSF).- ALLOW. PSF):ALLOW. LATERAL BEARING PRESSURE (P8F): FRICTION COEFFICIENT - Fc: FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA (916) 872-0254 SHEET OF J96 150 1.5 2.5 1500 200 0.35 DESIGN FOOTING DEPTH (INCHES): 8 DESIGN FOOTING WIDTH - HEEL (INCHES): 4 - TOE (INCHES): 8 ' FOOTING KEY - DEPTH & WIDTH (INCHES): 0 - BACK TO BACK OF WALL (INCHES): 0 TOTAL WIDTH OF FOOTING (INCHES): 18 � OVERTURNING FORCE - Fo (KIP): OVERTURNING MOMENT - Mo (FT -KIP): TOTAL RESISTING WEIGHT - W (KIP)-. RESISTING MOMENT - Mr (FT -KIP): OVERTURNING RATIO - SF NET MOMENT - Mn (FT -KIP): ECCENTRICITY - e (FEET): ECCENTRIC MOMENT - Me (FT -KIP): FOOTING AREA - Af (FT^2): SECTION MODULUS - S (FT^3): SOIL PRESSURES - DLONLY - SPt (PSF): - SPh (PSF): SOIL.PRESSURES - ADDED LL - SPt' (PSF): - SPh' (PSF): SLIDING RESISTANCE- Fr (KIP) - FOOTING - TOE: EARTH PRESSURE @ TOE - Fv (KIP): MAX. MOMENT @ TOE - Mt (FT -KIP): AREA REINF. (IN^2) 'dl(IN) SIZE & SPA (IN) ________________________________________________ 0.029 4.75 #4 @ 83.8 DESIGN TOE REINF.: #4 0 24 k 0.20 0.25 0.81 0.76 3.08 0.51 0.12 0.09 1.50 0.38 792.84^< 1500 287.16 > 0 986.17 < 1500 1253.83 > 0 0.33 > 0.20 0.70 0.20 1. Ceiling Insulation U -value Number of stories Single - R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 .2 R-30 -2 -1 .1 R-38 0 0 0 U -value 0 R-13 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6. 0.06 -11 -5 -4 0.04 -4 -2 -1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation U -value Interior Single- Single - - --- 0.60 . -144 Family Family Multi - R -value Detached Attached Family R-0 -68 -51 34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value -17 -8 -5 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 -24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 -14 10 0.00 i 24 18 12 Three -8 R-0 i 3. Raised Floor Insulation -7 -5 Insulation in Floor R-5 -4 Number of stories 3 R -value One Two - Three R-0 -17 -8 -5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 } U -value Interior Slab Floor Raised Floor U -value - --- 0.60 . -144 -70 -46 .51 to 0 -1 Glass -38 Double 0.40 -95� -486 less t 0.30 -69 -34 -22 -10 0.20 -43 -21 14 -26 0.10 -17 -8 -5 -75 0.08 -11 -6- -4 10 .-.0.06 -6 -3 -2 -4 0.04 -1 0 0 -20 0.02 4 2 1 28 0.00 10 5 3 5 Controlled Ventilation Crawispace 27 -52 -17 Number of stories -2 6 R -value One Two Three -8 R-0 -11 -7 -5 -46 R-5 -4 -4 3 14 R-11 -2 -2 -2 1 R-19 .1 11 -2 -2 j 4. Slab Edge Insulation 2 8 - ' - 22 Number of Stories -9 3 R -value One Two Three ! R-0 0 0 0 15 ' R-5 8 5 2. 5 R-7 8 6 3 -4 F2 factor 6 11 16 18 X0.90 -4 3 .1 i 0.80 -1 -1 0 3 0.70 2 2 1 -20 0.60 6 4 2 17 0.50 9 6 3 10 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard ` 0 6. Glass Heat Loss Total ' Interior Slab Floor Raised Floor U -value %Glass North Percent South • West .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 37 -9 3 3 9 15 21 34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 6 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8' 2- 12 14 16: 18 20 7. Shading (Shade Open) -_Effective Percent Glass (percent Stan x SC) Effective ' Interior Slab Floor Raised Floor Mass %Glass North East South • West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2- 0 -1 -2 -1 .2 0 na = not allowed 21 Wall Family Family W16 )L Shading (Shade Closed) Detached Attached Family Effective Percent Glass 0 0 0 (percent Slaw x SC) 3 2 Effe*ve -25 -21 0.40 5 4 3 6.0 %Glee Nati Ead South Wets SityW 18 -14 -48 -69 -64 na 16 -12 -42 49 -55 na 14 -10 35 -50 -46 na 12. -8 -29 -40 37 na i t . -7 -26 36 33 na , 10 -6 .23 31 .29 -74 9 -5 -20 -27 -25 -65 8 -5 -17 -23 -21. -56 7 -4 -14 -19 -18 -47 6 3 •11 -15 -14 38 5' -2 -9 -11 -10 -30 4 -1 -6 -8 -7 -23 3 0 -4 -5 -4 -16 2. 1 -1 -2 -1 .9 1 1 .1 1 1 -4 �V 2- 3 4 3 0 no • not allowed 0.56 5.13 0 0 0 0 0 0 9. Interior Thermal Mass Wall Insulation Interior Slab Floor Raised Floor Mass Stories Stories R -value [I1] /CFA One Two Three One Two Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 -4 .1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass 1.2 Exterior Single- Single - Suit of 7-10 21 Wall Family Family W16 Mass Detached Attached Family 0.00 0 0 0 +15 0.20 3 2 1 -25 -21 0.40 5 4 3 6.0 0.60 8 6 4 3 0.80 10 8 5 -4 -4 1.00 13 10 7 7.0 1.20 13 12 8 0 1.40 12 13 9 8 6 1.60 10 13 11.. 9.0 1.80 10 12 12 7 200 10 11 13 19 16 11. Heating System 10 7 11.0 SE or ASPF 23 19 15 (assumes duets In attic) 8 12.0 Sum of 14 26 22 _ 14 -25 or -24 to -14 to -4 to +6 to 16 or . SE HSPF less -15 -5 . +5 +15 more ✓ 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3 3 2 2 1 0.80 7.33 8' 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 -3 Effective SE or HSPF -2 (SE or HSPF x duct eflldency) 3 3 2 Effective -25 or -24 to -1410 1 to +6 b 16 or SE HSPF less -15 4 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment WSB System Type _ 2 2 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling System Wall Insulation or Eff. % Glass a. North SEER x R -value [I1] '3. -2 U -value 10.0981 (ascumet ducts In attic) or 4.19 Stm of 7-10 _ �. ► to R -value 119) -25 or .24 to 44 to -410 +6 to 16 or SEER less •15 4 +5 +15 O R -value (0) AREA' _ O g t �fYPE 1 tmore, 8.0 -14 .12 -10 -8 -6 -4 8.5 -9 -7 -6 -5 -4 3 8.9 -5 -4 -4 3 -2 -2 9.0 -4 -3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3'� 120 15 13 11 9 7 5 r _13.0 20 17 14 12 9 i 6--------------- 53 10Y.0.2 EffeNve SEER 0.4 0.6 0.8 (SEER xduet etficlency) 1.2 1.4 1.6 Suit of 7-10 21 2.3 Effective-25or -24 to -1410 •410 +6 b 16 or SEER less .15 4 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11 -9 -7 3 -4 6.6 -5 -4 -4 3 -2 -2 7.0 0 0 0 0 0 0 8.0 9 8 6 5 4 3 9.0 16 14 12 9 7 5 10.0 22 19 16 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 ' Zonal Control Adjustment 1.1 1.3 1.5 10 8 7 6 4 3 2.8 No Cooling System Installed 3.4 3.6 3.8 -:.Stories 4.3 4.5 4.7 4.9 5.1 One -5 -4 -4 -3 -2 -2 Two +. 3 3 2 2 2 1 Single -Family Detached and Attached 27 3 4 Unit Size (sQ 3.4 Water 3.8 1139 12M 1700 2200 2700 Heater Credit or; ) to to to or Type. Type less 2199 2699 more SG None -1699 0 ' .. 0 0.. 0 0 or Solar 12 '' 8 6 ' 5 4 HP - -HWR 8 5 4 3 3 5.6 WSB 5 3 3 2 2 1.2 POU 8 5 4 3 3 SE None -37 -24 -18 -15 -12 3.8 Solar -1 -1 -1 0 0 5 HWR -18 -12 -9 -7 -6 63 WSB . -25 -16 -12 -10 -8 1.9 POU -18 _-12 -9 -7 -6 IG None -5 -3 -2 -2 -2 4.5 Solar 7 . 5 •4 3 2 5.7 POU 32 _f9 1 1 1 IE None -28_ -14 .11 -9 27 Solar 8 5 4 3 3 3.9 POU -10 -6 -5 -4 -3 5.2 Multi -Family (Individual units) 58 6 6.2 ; Unit Size (sq 75% Water • 1.S 699 700 12W 1700 22p0 Healer Credit or 10 to b or Type _Type 4 less _1199 1699 2199 more SG None 0 0 0 0 0 1 or Solar 14 7 5 4 3 , HP HWR 9 5 3 2 2' 3.3 WSB 9 4 3 2 2 4.5 POU 9 5 3 2 2 SE None -45 -23 -15 -11 19 1.4 Solar 2 1 1 0 0 2.7 HWR -23- -12 -8 .6 --5 4 WSB -25 -13 .8 -6 '-5 52 QQ.U___-4 -12 -8 4 -5 IG None -8 -4 -i--.2 ' 1.7 1-.2 _ Solar .6 .. 3 2 1- -L 1 3.4 POU 10 0 0 0 E None . 30 -15 -10 ` -8 -6 5.7 Solar•18 9 6 4 4 ; ' POU _ -8 -4 -3 -2 -2 Interior Mass/CFA Point System Summary: Climate Zone 11 SCORE CARD 1 Measures Point Scores 1. Ceiling Insulation 1`-30 or 2- 2. Wall Insulation or Eff. % Glass a. North x R -value [I1] '3. -2 U -value 10.0981 3. Raised Floor Insulation or 4.19 X _ �. ► to R -value 119) 'T U -value [0.037] = 4. `Slab Edge Insulation U.uuteC•.. 11 lurvet.d _,.b) or 9. Interior Thermal Mass O R -value (0) AREA' _ O g t �fYPE 1 !1x53 (UIMC a 4.2. Ie: exposed slab) i t' 6. . TYPE 2' MASS AREA Exterior Wall Mass ' •0%1 5% 10% 15% 20% 2S% 30% 35% 40% 45% 50% 55% 60% 6S5c 70% 75% 60% 85% 90% 95% 100Y. 105% 110X 115% 120% 125• OY. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 '1.9,2.1 23 2.5, .2.7 • 2.9 .3.2. 3.4 3.6 3.8 4 4.2 4.4 . 4.6 4.8 5 53 10Y.0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 2.3 25 2.7' 2.9 - 3.1 '3.3 3.5 3.7 -4 4.2. 4.4 4.6 4.8 5 5.2 5.4 20% 0.3 0.6 0.6 1 1.2 1.4 1.6 1.8 2 2.2 24 21 20 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 22 24 26. 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 56 58 40Y. 0.7 0.9 1.1 1.3 1.5 1.7 to 2.2 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 57 5.9 50% 0.9 1.1 1.3 ' 1S 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.8 4 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 32 3.5 3.7 3.0 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 62 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.5 2.7 29 9.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 55 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.8' 2 22 25 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 .5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 • 1.S 1.7 1.9 21 23 25 27 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 80%. 1.4% 1.6 1.8 2 2.2 2.4 26 2.6 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 - 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 25 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 5 52 54 5.6 59 6.1 63 65 67 90%. 1.5 ' 1.7 2 2.2 24 26 2.8 3 3.2 3.4 3.5 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 55 5.7 5.9 6.2 6.4 66 68 95Y. 1.61.8 2 2.2 2.5 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 69 100Y. 1.7 -1.9 21 2.3 2.5 28 3 3.2 3.4 3.5 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 2.4 2.6 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 27 29 ' 3.1 3.3 3.6 3.8 4 4.1 4.4 4.5 4.8 5 5.2 5.4 5.7 5.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 21 2.3 25 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2'" 7.4 Point System Summary: Climate Zone 11 SCORE CARD 1 Measures Point Scores 1. Ceiling Insulation 1`-30 or 2- 2. Wall Insulation or Eff. % Glass a. North x R -value [I1] '3. -2 U -value 10.0981 3. Raised Floor Insulation or 4.19 X _ �. ► to R -value 119) 'T U -value [0.037] = 4. `Slab Edge Insulation or 9. Interior Thermal Mass O R -value (0) AREA' _ O g F2 factor 10.77] 5. Infiltration Standard AREA t' 6. Glass Heat Loss TYPE 2' MASS AREA Exterior Wall Mass Type (double) AREA U -value [0.65] % Total Glass [ 16] 7. Shading (Shade Open) Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] % Glass "12. SC Eff. % Glass a. North 4.9 x ' 77 162 7, 2 9 b. East D. x Duct Efficiency (0.74] = C� c. South 4, � x 'd. West 7,5 x I = , q -L e. Skylight x T =_ 8. Shading (Shade Closed) It - 0 +-4 - I. Sum 1.6 V 4- �� % Glass SC Eff. % Glass a. North x ro f� _ '3. -2 b. East x j = c. South 4.19 X N �. ► to d. West 'T x = I t 4a e. Skylight x 9. Interior Thermal Mass O TYPE..1 MASS AREA' _ O g Interior Nass/CFA COND. FLOOR AREA 10. Exterior Wall Mass V TYPE 2' MASS AREA Exterior Wall Mass ND. L OR AREA 11. Heating System •72 x Zonal Control? ( Y / N) SE or HSPF Duct Efficiency [0.78] Effective SE or "12. [0.72/6.6] HSPF 10.5615. 151 Cooling System 6.9 x 162 7, 2 9 Zonal Control? ( Y / N) SEER (9.5] Duct Efficiency (0.74] Effective SEER [7.03] It - 0 +-4 - I. Sum 1.6 V 4- �� -It- 2 - . 13. Water Heating 44r - Type [SG] Credit [none] } Point Total: 169 3 2 . Sum 7.10 rt 3 -It- 2 - . 13. Water Heating 44r - Type [SG] Credit [none] } Point Total: Certificate of Compliance: Residential Climate Zone 11 STA•NL Et/ D�rew„a�r�1 Project Title G� zI 4r-- v11JEake s; L Project Address BUILDING DATA � North Condid ed Floor Area 1446 Number of Stories Fast Slab aise7oor Number of •Units South Single Family Detached (SFD) [ ] Addition Alone West (] Single Family Attached (SFA) [ ] Existing Building Total Skylight (] Multi -Family (MF) [ ] Existing -Plus -Addition BUILDING SHELL INSULATION. Component Insulation LocatilorX- omments T R -Value (!!dc, to fiange, t• ictal, etc.) Wall .............. e-Xi4Lt. S Roof ............ Roof ............. Floor..... ... _ „JAS L tt _ PLC C ri -A Floor ............. Slab Edge..... GLAZING. + Shading Devices Glazing Area Glass Type Interior Exterior Orientation (sf) (single, do Noah (✓� 7O L North ( 1 East (✓) �_ East ( ) South M Sou ih ( ) X3.0 West (/S 3L•25 West ( ) Skylight....... THERMAL MASS Type/Covering Area (slab/exvosed, tile, etc.) (sf) t Thickness .573-10 Building Permit # D%..g 3. -1 Checked By/ Date Enforcement Altency Use Only Glass Area % Glass 70 6. 2 •_ M X3.0 Overhang Framing Type etc. HVAC SYSTEMS Minimum Duct r ,. Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) vLc .�%Z — � 520 7` M Maximum Fumace Heating Output: V Btuh HOT WATER SYSTEMS Tank Manufacturer/Model# System Type (storage gas, etc.),' Capacity (or approved equal) ` Special Feature(s) SToR�g � 6�t14-S . SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -111 NOTE: Lowrise residential buildings subject to the Standards must conuin these measures regardless of the complimce approach used. Items marked with an asterisk (•) may be superseded by more stringent compf'unce requirements listed on the Certificate of Compliance When this checklist is incorporated into the permit documents, the features noted shall be considered by all panics as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted average. §2.5352(D): Loose fill insulation manufacturer's labeled R -Value • §2-5352(c): Minimum wall insulation in framed walls R-1 I weighted average (does not apply to exterior mass walls). §2.5352(k7 slab edge insulation - water absorption rate no greater than 03%. water vapor transmission rate no greater than 2.0 permlrrch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2-5352(f): vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/Exftltration Controls L Doors and windows between conditioned and unconditioned spans designed to Limit air leakage. b. Doors and windows certified. c. Doors and windows weathersmpped: all joints and pencaadons caulked and soled §2.5352(c): Special infiltration barrier installed to comply with 02-5351 meets CEC quality standards §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control e. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures §2-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback dwxn sex cn all applicable heating systems. • §2-5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2-5316(b): Exhaust systems have damper controls. §2.5314(e): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters. showerheads and faucets certified by the CEC. 112-5352(1): Water heater insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater)-. fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2-5312(Fxcepdon 1): Pipe insulation on steam and steam condensate mum & recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lighting and Appliance Measures 12.5352(1): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2.5314(c): Gas fired appliances equipped with intermittent ignition devices. 12.53I4(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists tlx building featu is and performance specifications needed to comply with Mile 24. Chapter 2-53 and Title 20e Mpw r 2, Subchapter4. Article 1 of the California Administrative coda This certificate has been signed by the individual with overall design responsibility and the building owner, who shall retain a copy of it and transmit the certificate to any subsequent purdiaser of the building. Designer Name: Address: Telephone; . Lic. 0: (signattttre) (date) Documentation Author Name: Address: - Building Owner Name: Address: Te e: AI J 1A natttrej (date) Enforcement Agency None: Asency Tekptwnc t=- c=' q= c= tij 911 WUTV LL a DL-, IbT.,tn. ; --, vn-�t;c�- A4 6 -UTER 't 4 DIME Sli jM t PR EPARED FROM COMP INPUT LOADS 18432 TC 'V��t 7P:t' lop! !:14vto -190%D, F t X-�-t AR C� H AL zs S -soT C zx'A-- 2XA: -t.-LARCH STAINVARD, J�M ACCORIAN CIE WITH- I -CtoR ES- HIjtT SE -IMS'rALLIM -PLATE CONNE I PofVT-:9I2!49-- _Agc ji RE g-, ia_ tESF �P' st 10) SOTTO Ci"okn' CHEC kED FOP- -10 -�L IVE tF EVIE OF - Op(T.. -to RIC - -To at awn-RE0 Dft THE -�F-t T Iff AM) 'ALL �TVSEW 8.01To" r-19ORD -'SP'L:ICES OCCU"'ING 'T AT APPRIOXIMATEVY M i JILL p L ATES ARE IttCLE dk DIMENSION- SOTTOIC. it-ICEPT WHEN t0tAT" Zy',C� 0 1 HTS 0(j: YPICAL J E LOCK F- V PANEL P011ITS ARE -10 41 tVIT; -3 AN .4t]q 1Z -'OP fRok. PAKEL PIDI HT - - ' c? lop S if I art, L E LUCATICIII DrAVING 13. PANEL LEWC'TH SPL Ic E 10 AWELS, ME?(T C14 o SHAL- LL? �BR A�-CZ vuTH ?Iiarsk" -CONNECTED lop cll�� SE LATE" A` -M -z4- S)40ULO NOT -OCCUlt VURA-XI 1014 �FAC-71 OR �0 jr sz. NOTE: Es ARE SPACED lateral bettm cb0cd brac t� te 244 93, bcw--Elx �or.bette Is. not 6ptired- Attztb bat LIS - i0 O'C. ;U=- r .� , �bottom -1,3rd. sracing d __tj' 34 J�. at-tacbe id pt, bQtIX -eods tft t t,6 be and a teria. 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TH PROPERLY CONNECTED '0 -4 -m �-:SEE oFLAwi m .130 TOK A. -E� OCATIONs ON TWICAL JOINTS T P -INS SPACE D AT A K�'XIMUM ;PQRL, ox� -SIGNED WITH NOTE::�L FLA TES ARE .0 E, ION FACTOk -OF� A DURAT 92 tdriventicial - fr&ming;ls czot the responsibility vff the truss. designerip -�Iatq IA=f truss f abrfcator�. 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