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HomeMy WebLinkAbout063-350-018rµ. 063.. 3 92-2277 dB P E 063-350-► & ,Dawn 4 OSBORNF John Flodin's Ct, Forest Ranch C1 4631 Wakefield contra William — new sf 063-350-018 PERMIT#94-2016 RUMORE, JAN & PAUL 4631 FLODIN'S'CT., FOREST RANCHq CONT: HARRY AMILY ,/�L '1L0 NEW SINGLE FAMILY "r ' 063-350-018 PERMIT#94-2738 RUMORE, JAN '4631 FLODING CT FOREST RAN H q CONT:. HARRY'KOENIG ' l SPA ELECTRIC/SF } I I .Ea °RESIDENTIAL 063-350-018PERMIT#94-2016 RUMORE, JAN & PAUL 4631 FLODIN'S CT., FOREST RANCH CONT: HARRY KOENIG NEW SINGLE FAMILY e` h p. kol- 176 z _ _ - , � �, � 0 7� ,i�oo�2 . a / o vO I k 'j-1 - c�C-1 m; ...• .. o ' a 'O s�.. OFFICE COPY Address w In 1 GAS ,c Meter By Date' ' S Meter y ate ELECTRIC + B D JOB FINAkElVostal Signature �'l�� V= OK O = Not OK Not ' = Not Ready Applicable MOBILE HOMES MISCELLANEOUS ,: DateAnitials MOBILE HOME UTILITIES (Pians) OK except #'s' "Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Solis; Special MH Support Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -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. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures / /"Nat. or/ /%'X/ /"LPG - 6. Carports; Windows -Doors 7. Well Clearance & Disconnect 7. Electric 8. Utility Clearance 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #'s t - 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector • Date/Initials POOLS (Plans) OK except #'a 4. Electricity; MH Test-Crossovers-Breakers=Clearances 1. Setbacks -Easements 5. Drain; MH Test -Fell -Flex Connector , ( 2. Soils; Compaction -Structure Stability 6. Water; MH Test -Regulator -Connector 3. Pool Structure; Steel -Connections -Thickness Y 7. Water and Sewer Connected -C/O to Grade -HD Approval Dead Men -Lining 8. Gas and Electricity Tagged " _ 4. Elec.; Receptacles and Lighting, Distances-GFI 9. Exits; Insp.-Sketch 5. Elec.; Pool Lighting; 15 volts-GFI 10. Cert. of Occupancy 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed i 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater', ,.. • , 8.' Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Pane Iboa rds-Ins. to Main in Conduit 9. Health Department Approval r 10. Plumb.; Cir. Test -Water Supply Test V=OK O=Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UND FLOOR Plans OK except #'s 11 ing-Setbacks-Easemen ts-Flood-Slope �Pttg,r Main; Soils-Elec. Gr .-/SSP' Ftg. Depth Ng ., Garage; Soils-Steel-Elec. Gfrid.40" Ftg. Depth g., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5-Stemwalls, Main; Steel-Blockouts-Wrapped 6. St walls, Garage; Steel-Blockouts-Wrapped Hold Downs and Special Anchors 7. Slab; Steel -Wrapped iers-Fireptace 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. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation 11;R7 Date/Initials PLUMBING (Permit) OK except #'s i _1.6. Water Htr.; Vent -Access -Combustion Air -Baffle ( j'17. Water PiperTest & Anchor -Nail Protection / 1 18' D.VJW.- Test -Fittings & Anchor-Naii Protection / 1 ; ib9.,-,IL))ower Pan; Test, First Floor -Tub Access Test Tub & Shower, Second Floor -Tub Access /Ai Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a X22. Fixture & Transformer Clearance -Ins. Protection lac. Receptacles Spacing -Lights & Switches at Doors _ _U, SlYe Boxes & No. of Conductors -Stapled _ 35,-R6`mex.Instailed Close to Edge of Studs & C.J. !!, gvip:-Ground made up w/Meth. Fastners-Bond Gas & Water 2 Appliance Circuts in Kitchen & Conductor Size/GFI ,_2B.-Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or -AI ��9-flange Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. In hied Neutral ❑ Yes ❑ No Service -Riser Conductors & Ground -Main Disconnect 3 Fp: Clearances Panels -Motors -Mach. Equip. Clothes Closet Light -Shower Light -Spa Light 3 Smoke Detector Date/Initials MECHANICAL Permit OK except #'s . A. ucts Insulation & Support went Fan; Exhaust above insulation _X--C6ndeq,sate Drain & Overflow; Size & Grade 3 Hance- ; Access -Comb. Air -Return Air Vent -115 outlet Access & Platform if Furnance in Attic Date/Initials FRAMI G Plans OK except #'s Sils, Proper Material & Anchors 401. -"Is Studs -Nailing, Spacing & Bracing -Plates -Sound 41,4Waring Wells over Girders & Floor Nailing 42. draft Stop in Wells (rat proof) 3. Fire Stops; Furred Ceilings -Stairs -Chases -Tub _44-We'aders & Beam -Size & Bearing +Date/Initials FRAMING (Continued) 4 an era -Post Caps -Anchors -Connectors 4g. Joist-Rftr. ties-Purlin=roof Brec-Truss-Shthng.-Ring. 7-lreNacs Ties or Type A Flue -Fireplace Throat clearance 48-%ttic Access; Size & Romex Protection -Draft Stop -Ins. Baffles _,_4V-9drnyWindows or Exiting Doors -Sill Hgt & Dimensions _-et)"Garage F re Protection Framing 5 pe�y Line Firewall & Openings ,__52 -Ext. Doors' -One T -Check Garage -3rd Story, 2 Exits airs; Width -Headroom -Rise -Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outrioners 56. S1JyeCt-Mesh-Drip Screed -Fd. Vents-Underflr. Access Smoke Detector 6633 urnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection L_ewlliom Exiting 65: b.F Bath Fixtures & Tub Access -Spa Elec. Trim & Subpanel; Breaker Sizes & Labels fairs & Rails place or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. f ZO-Ktt:Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 11-065. Outlets & Receptacles at Kit. Counter C age Fire Door, Swing -Landing -Closer t 73._A.0 -Duct in Garage -Damper k_7_4_-Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection Plb., Elec. & Mach. Equip. Listed for Location Elec. Receptacles in Garage; (G.F.I.)-Romex Protection dation-Foam-Looked in Attic ❑ Yes `7_Gv9'rd Rails & Deck Construction -Post Caps 9 n. Vents & Crawl Hole Door -Drainage,& -Wood -Earth C!oarance Looked under Floor Yes Following instld.; DriveG Yes No; Walks ❑ Yes o; Planters e,,Yss GrNo 81. Stucco =Finish n�— Unit; Disconnect, Electrical, Plumbing ✓83��ants Above Roof; Plbg: Appliance -Fireplace. -Clearance to Openings 4. Vomer Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground %,86 -Ventilation Throughout House iBrGlass Protection Comments from Previous In __89 -Gas Test -Meters Tagged; Gas -Electric eter & Sewer Connected -C/O to Grade -HD Approval COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIO 7 County Center Drive - Oroville, Cglifornia 95965 - Telephone (916) 538-75 P MIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER - 50-018 2D"'NG TMS BUILDING PERMIT WNER *MN R ORE TELEPHONE 342-5902 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS BOX 41, FOREST RANCH 5942-0041 3941 r 212 814.00 864 M 15 552.00 CON TRACTOR'S NAME HARRY KOENIG TELEPHONE 1152COV 14 976.00 614 OPEN 4298.00 CONTRACTOR'S MAILING ADDRESS Fireplace 2 1 500.0(&& 1 500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 250 640.00 LENDER'S MAILING ADDRESS Filing Fee $ 20,00 Permit Fee $ 1168.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 759-20 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 4631 FLODING CT FOREST RANCH PERMIT FEE $ 1 70 . 20 PLUMBING PERMIT Filing Fee 20.00 Each Trap RI 7.00 126.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15,00 Each gas water heater or vent 15.00 + USE OF STRUCTURE SFXP Duplex ❑ Mobilehome ❑ Other SPECIFY Gas piping system 1 - 5 outlets 15.00 9.00 Building sewer 15.00 1 9 -nn Mobile Home S G W @20.00 TYPE OF WORK New I;( Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ElContractor Describe Work: 4 BDRM PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( SOOV OR LESS ) 2ODA OR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( & ACC. BLOS. ) 3.50 SFTO,• 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 Code and my license is in full force and effect. License No. Classificationp' as the owner, or my employees with wages as their sole compensation, will do work, and the structure is not intended or offered for sale. (Sec 7044) 1, 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 ) @7.50 -80-50 ( POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES )V 1.00 50Professions Ex. Occu FIXED APPWS. OR (OUTLETS IRESID.1 EA. .00I, Temporary Service .00the Mobile Home Facilities .00 Misc. Wiring 23.00 WORKER'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I 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 $ 246.50 Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating 3115.00 45.00 Cooling 2 25.09 50.00 Hood 6.50 6.50 Ventilation 6 4.50 7.00 PERMIT FEE $ 148.50 Contractor I certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. Iii , indemnify and keep harmless the County of Bine against all costs, and expenses which may in any way accrue against said ce of the granting of this permit. Date -I� ^ Oj nt Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stores in height. Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ R CONST. TYPE VN TOTAL FEE $ 2621.70 HAZ. -- D. FEES -- IMP FLOOD X CDF X PARCEL PD X HD X ISSUE X This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON the applicable provisions Resolutions to do work been paid. Da e 7 Z (Dar ) 10C10(26 1665 s 3 Receipt No. WHITE-D.D.S.-B.D. CANARY -AS SOR -INSPE 0 5fiLDENROD-APPLICANT 1141 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 x 747 Elliott Road, Paradise, CA - (SIM)�-87°2-x'307 CORRECTION NOTICE .a OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. 1/ � .� _ a v�� iv47ws-T� -r" a Z S�cv D_v l/Sff 5, A-v�vi 01 7/p v /� S�lies 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)'872-6367 CORRECTION NOTICE 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 u have any questions pertaining to this matter, or need additional explanation, please cont this office immediately. -L /—/4 A--W"-K 1 "f�yl s nit 1,406' y4T -FOP Date — "C! Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916h872-6307 CORRECTION NOTICE _.1i/6 .. PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. !Ae- 47 L) Itljl --S7 -,t� 0 -'rS Owner: ' 0 of LOCATION xENERGY C'ER L Permit No, T1,FICAT ION "Rumore Res." _ A.P. No. F_! DESCRIPTION OF `INSULATION „ ROOF 0 Material. Thickness (incli'e s ) EXTERIOR WALL Material FIBERGLASS BATTS Thickness(inches)64" Brand Name Thermal Resistance (R VRluu) Brand Name. SCHULLER INT,. Thermal Resistance(R Value) R19_ CEILING ° Batt or Blanket Type FIBERGLASS \ *_. f BATTS Brand Name SCHULLER INT, Thickness(inches) 12" _ Thermal Resistance(R Value') 8: Loose Fill Type Miniunim Thicknes$(Inches) Brand Name Number, of Bags. Wt. per ag;—.,rteib,r g ..�._ b.c.� Area covered(ft. ) Thermal Resistance(R Value), FLOOR, ELEVATED' Material FIBERGLASS BATTS Brand Name SCHULLER INT. —„_ Thickness(inches) 64" Thermal Resistance(R Value) Rl9l FLOOR, SLAB Material Brand Name Thickness(inches) Thermal Resistance(R Value). ' --*�-�- Width(inches) "{ FOUNDATION WAIL Brand Name —Material ',.'Thickness (inches) Thete�:al Resistance(R Value) I hereby certify that the above insuls'tioq:was installed in the above building 'in conformance with the State of Califoruja Bneray Requirements. LOERKE INSULATION CO., INC. FII NAME/OWNS CcJ 4SIGU54:�I-OF INSTALLA.'10 APPLICATOR 499150 STATE CONTRACTORS LICENSE NO.;. January 13, 1995 DATE I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been insItalled a$n required by the State of California Energy Requirements. All equipment, devices and materials are of the! quality prescribed or are. specifically approved by the State of California. s FIRM :R (Please print) STATE: CONTRACTOR'.� LICENSE NO. SIGNAT OF G�CIOCTOR/OWNER D#tE THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO.FINAL INSPECTION APPROV4L AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 CERG�� OF y``.NulC OF 1111%, A ITC A � A C 0 N F 0 R M A N C E N� WNW. /HE UNDERSIGNED MANUFACTURER HEREB Y CERTIF/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structur,�( Glued Laminated Timber, and that such manufacture has been at our plant in Dram, uK , which plant has.a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. JOB NAME:Qi) I>7 JOB LOCATION: At CVSTOMER'S ORDER NO. DATE �iF.R S ORDER NO. 2353-D 24F—V4 WP Glue Arch App, Indv Wrap r�, . SIGNATU/R�,E�,, n,� / Df� p,., •7COMPANY uuDco-� TITLE Quality Control ADDRESS PO BOX 297, Drain, OR DATE AI TC HEREB Y CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect of any specific or particular product is the sole responsibility of the manufacturer; AITC:'s guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard and that its plant is periodically inspected dnd verified by the RITC Inspection Bureau. AITC FORM IBCA AITC Certificate No. 77609 A AMERICAN INSTITUTE.OF TIMBER CONSTRUCTION RECEIVED ,ELLER LBR. SALES 983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION `ti ai a E.RJFICATE OF A -37E OF time W AT -c C ONF0RMANCE /HE . UNDERSIGNED MANUFACTURER HEREB Y CERT/F/ES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Strpctu& Glued Laminated Timber, and that such manufacture has been at our plant in Drain, which plant has.a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of 'Chapter 25 of the Uniform Building Code. J09 NAME: -�- 4 all JOB LOCATION: , r CVSTOMER'S ORDER NO. DATE %T%MFGn' ORO NO. 2353-D ,.Ia • 24F -V4, WP G1ue,.Arch App, Indv Wrap e ..1 SIGNATURE COMPANY Duco-L m TITLE Quality Control ADDRESS PO BOX 297, Drain, OR DATE A/TC HEREBY CERTIFIES that the said company at its said plant is licensed by the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION to use the AITC Collective Mark in respect of products which comply with applicable provisions of said Standard, that the adequacy of the quality control system in effect at said plant is periodically inspected and verified by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION, and that, in the judgment of AITC, said company is capable_of complying with applicable manufacturing and testing provisions of said Standard in respect of products manufactured at said plant. Conformance with the Standard in respect .of any :specific or particular product is the sole responsibility of the manufacturer; AITC's guarantee hereunder being that the said company is qualified to produce a product meeting the said Standard ,and that its plant is periodically inspected dnd verified by the AITC Inspection Bureau. AITC FORM IBCA AITC Cerlificale No. 77609 A AMERICAN INSTITUTE. OF TIMBER CONSTRUCTION RECEIVED %ELLER LBR. SALES 983 AMERICAN INSTITUTE OF TIMOER CONSTRUCTION 3; COUlNTYOF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDI O -D1 " ISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE,( 16) 5-7541 PERMIT APPLICATION DATA SHEET OWNER towd cJ/BN 4;111 04A r A.//P No. ro Proposed Building Use G��.-/ y6/� s��= Building Inspector C, Date /y 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 . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans. 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. . 5. 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 duplicate (required prior to plan check)..... . Mobilehome Wtd manufacturer's installation instructions, 2 -sets ............. Feesof $50 . ......................................... Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval ees. rA .� .:/�!/G�i>3�w�c� 3. Flood elevation letter (100 year flood) by California Engineer. ................... 14. Sanitation and plot plan approval C All 4f Health Department .............. 5. 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. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . Fre-Inspection requesE 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner , Mail to owner _). ........... 4. 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 . .....................:.................. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 1. Existing violations/expired permits . ................ :1;_4-' * * * * * * , , * * * * * * * I * * 32. Plan check list . ...................................................... 33..x+.• 34. WheyW`you issue the permit, process as follows: Mail to owner. Mail to contractor. �•+ �y Telephone and hold for pickup at office. Deliver with inspector. Other •Parcel Creation021 Acreage '� Applica Date 1 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 submitted prior to permit ' V n em -t cked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Plans checked by Date 2�, Plans approved by oES, Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works Ii:H, Utili 1)NI,1' TO: Building Dcpartmont FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP#i Plan Approved for: Sewa,;e Disposal Clearance for+bedroom I home. Other Hold final for: Final clearance O.K. NOTE Environmental Health Specialist 8/92 'Water Supply: Public Private '.'ell_ f'_(_9 Date 2 �COUNTY OF BUTTE - DEPART -'Ni T "SERVICES - BUILDING DIVISION DEPARTMENT OF DEVELOPME 7 County Center Drive - Oroville,. California 95965 -Telephone (916) 538-754 APPLICATION AND PERMIT PERMIT, NO. ASSESSOR PARCEL NUMBER 43- 350 - 0i �9 —a ZONING q _ 5 - - Penalty $ BUILDING PERMIT OWNER P401 I R vM0lec PERMIT FEE $ TELEPHONE 3 LIZ 5-11? SQ. FT. OCC. BUILDING VALUATION 20.00 Each Trap ffil 7.00 2 ,Solar or heat pump water -heater OW 60 MAILING nDRESS 7 / r,04 e! p- R/V/`�c r lAY n /� L /� �/j / / Water piping , /27 CONTRA T 1 NAME 0 rJ I Each gas water heater or vent TELEPH� E' - -or /�1J Gas piping system 1 - 5 outlets 15.00 209 1.00 SAL. .50 CONTRACTOR'S/M(MA1LWG ADDRESS 15.00 5.00 Mobile Home S G I W @20.00 CONSTRUCTION LENOER LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDING ADDRESS LOT NO. , I I SUBDIVISION'S NAME Fireplace UNKNOWN __4 Total Valuation LICENSE NO. Cr )(0,1 Mfr R xa,,,v . USE OF STRUCTURE SFj7\Duplex ❑ Mobilehome O Other EVOR TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: �`I/L_ - 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 Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) ❑ I,as the owner, am exclusively contracting with licensed contractors. (Sec 7044) ❑ I am exempt under Sec. Business and Professions Code forthis reason 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. I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Receipt No. i"6 '0'2 WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR GOLDENROD -APPLICANT Filing Fee Peimit Fee S � S S Plan Checking Fee $ • ,i 20.00 �p J - Energy Plan Checking Fee $ —a g - Penalty $ jr PERMIT FEE $ Filing Fee PLUMBING PERMIT Filing Fee 20.00 Each Trap ffil 7.00 2 ,Solar or heat pump water -heater 23.00 $O. 3.5C FT. Water piping 15.00 @7.50 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 209 1.00 SAL. .50 Building sewer 15.00 5.00 Mobile Home S G I W @20.00 23.00 PERMIT FEE $ 0 Contractor jr • ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( 600V OR LESS ) 200A OR LESS 23.00 I Y Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLDS. ) $O. 3.5C FT. / VO�� NEW CONST. MULTI.OUTLET NON.RESID. ( BRANCH CIRCUITS ) @7.50 (POWER APPARATUS ) & SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) 209 1.00 SAL. .50 Ex. OCCU FIXED APPLNS. OR p' ( OUTLETS (RESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 'Z Yb. Contractor MECHANICAL PERMIT Filing Fee Heating jr Cooling Zr Hood 6.50 Ventilation I Y PERMIT FEE. $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ fl_.41 D 1 NJ,grr$n9�PETOTAL FEE S � � Z HA I D. FE P I FLOX I CDA PARS I PD I HD 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 PERMIT EXPIRES ON Date z- COUNTY OF BUTTE - DEPARTMEM OF' DEVE, LOPMM Sc'RVIC:S - BUILDING DIVISION 7 COUNTY CEINTER DRIVE. OROVILLE' CA. 95965 - TZh PYONE (916) 538-7541 OWNER 4'? J / % J.4,J %'J ,V o,< PROPOSED BUILDING USE /1%a --j "1�`Z 1. SCHOOL DISTRICT FEES (paid at District Office). ........................ --k2. SHERIFF' FEES (paid at Building Department) Residential..... I_x 3Jklo 0 unit amt. Commercial (sqft) x ,sq.ft. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x �S units amt. Commercial (per sq.ft) x sa.ft. amt. RFC. DATE REC 4. RECREATION DISTRICT TEES (paid at District Office) ......................... 5. DRAINAGE DISTE.ICT FEES (Contact Land Development Division) .............. SOA FIRE INSPECTION AND PLAN C3= 3 $89.00 ...... (paid at Building Depart=entl 7. OTEM kt time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT // �!/ijC�` , DATE 7-N �� BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District C H1 `Building Department No. A.P. Number Jurisdiction '❑ City ' D�County Property Owner JA ,�,., ,✓ /c �, �, Property Location/Address1. pcj* Subdivison Lot No. Residential Development ❑ ❑ No, oflLiving MHI Addition r ` Units C` m.n ercial/Industrial 14 5 artment Representative Sq. Footage 9411 (Group R) ❑ Sq. Footage New Addition (Including Exterior (Floor Plans reviewed by School District Personnel) Jr District Identification No,0 Com•eo Lw M1 s P o fx�X I ..g? (Street Address) r certifiesGthat •,7 (City) has complied with the requirements of Resol'ut on No. representing, �, 1; square feet. District Representative Roofed Areas) Date hu'L Vum, (Applicant) 3 -5qo a " (Phone Number) oft N J (q5q� /�- , --\ - (State) (Zip Code) -ig-- I 4— by payment of $ t f_❑ 8 .5a ❑ Check here if fee received represents "Full Mitigation". Date Paid by Check # ` Remarks: , Bank Number ..,k Paid by Cash 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) feeformmk, (4/94) 0 .aat�sryti{3.i!`w,_ �r,9;a.,,,,��,y �....' _ _ - >-•.�..r::.+:;i•- .�:w - �;,.,.Ry.r �..��,% .p4�..-.-"..,r^w�,ji".-,v...r_, � 063-350-018 PERMIT 94=2738 ,l .RUNIORE, JAN , X' 4631 FLODING CT.,.FOREST RANCH ' CONT: HARRY KOENIG t SPA ELECTRIC/SF s I J ♦Y f 1 f I t ' f COUNTY OF BUTTE - DEPARTMENT OF'DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. It APPLICATION AND -PERMIT ASSESSOR PARCEL NUMBER - `, ZONING WfCDING PERMIT OWNER�Ay—, 1 I TELEPHONEQ r _ SQ FT. OCC. BUILDING VALUATION OW - S MAI ING ADDRESS - ' CONTRACTOR'S NAME fl Ail" 16- TELEPHONE _ I CONTRACTOR'S MAILING ADDRE Fireplace r CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. - Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS _ PERMIT FEE $ +70 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Water piping 15.00 Each gas water heater or vent 15.00 USE OF STRUCTURE SFY Duplex ❑ Mobilehome CIOther - ' sPECIFv Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 TYPE OF WORK yy New ❑ Addition ❑ Remodel 1:1 Utilities ❑ Installation OtheAr �/ � Describe Work: ..- PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 fy' ` `1 D•, 'tA`t A i (� 9 / — 2-a 1 /�J _ Main Service ( 260 00V OR 0A OR LESS ) 23.00 ' 1 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING- . OR AODNS. ( 3 ACC. BLOS. ) S 3.50 FT(., CONTRACTORS LICENSE LAW rr I declare under penalty of perjury (check one) �' ❑ 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. (Sec 7044) O 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 ) @7.50 ( POWERAPPARATUS ) a SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) zL. @ i.o0 BAL. 50 Ex. Occup.FI%ED AI ISO OR (OUTLETS IRESID.) EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ This permit is for $100.00 (valuation) or less. ❑ I 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. Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling „Hood 6.50 Ventilation PERMIT FEE $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X r �) -;, 1 >`-111, Date `- - �J J !! Signature of Applicant - ❑' Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5"0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ ocC CONST. TYPE TOTAL FEES ©o HAZ- I D. FEES IMP I FLOOD I COF I PARCEL I PD I HD I IS.S This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated..abcve for which fees have been paid. /I BV l / Date R PERMIT EXPIRES 9 • � t'" IDetel Receipt 4(f � � WHITE-D.D.S.-B.D. S.-B.D. CANARY -ASSESSOR PIN K -I SPECTOR GOLDENROD -APPLICANT m r COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 99965 - Telephone (916) 538-7541 _ PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER r ^ 20NING WJtCDING PERMIT OWNER •T' 4?1S TELEPHONE o SQ. FT. OCC. BUILDING VALUATION owS M NG ADDRESS �L1J CONTRACTOR'S N E F 1v TELEPHONE CONTRACTOR'S MAILING ADDRE Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 20,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS /, (� PERMIT FEE $ e.� LUMBING PERMIT Filing Fee 20.00 ap 7.00 7Each heat pump water heater 23.00 ping 15.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Each gas water heater or vent 15.00 USE OF STRUCTURE SFY Duplex O Mobilehome O Other SPECIFY Gas piping system 1 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @2'00 TYPE OF WORK ]]// New O Addition O Remodel ❑ Utilities O Installation ❑ Other�Q� �i Describe Work: - PERMIT FEE $ Contractor ELECTRICAL PERMIT Filing Fee 20.00 –L �( DA (� [] // Z® Main Service I 200ORLESS ) 200AAOR LESS 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. 8 OR ADONS. ( ACC. BLDS. ) S 3.50 FT0,. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O I am a licensed under provisions of Chapter ter 9, Division 3 of the Business and p Professions Code and my license is in full force and effect. License No. Classification O 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) O I, as the owner, am exclusively contracting with licensed contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason NEW CONST. MULTI -OUTLET NON,RESIo. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. ( OUTLET OR FIXTURES ) zD @ 1.00 BAL. @ .50 Ex. Occup.FIXED APPWS. ORREBID.) EA. ) I OUTLETS ( 5.00 Temporary Service 23.00 Mobile Home Facilities20.00 Misc. Wiring 23.00 — 0. WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): O This permit is for $100.00 (valuation) or less. ❑ I 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. O 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 S Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood JEISE.50 Ventilation PERMIT FEE S Contractor 1 certify that I have read this application and state that the above information is correct. 1 agree to comply to all Butte County Ordinances and California State Laws relating to building construction, and hereby authorize representatives of the County of Butte 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 Count in consequence of the granting of this permit. c Date –y�� "' % ! re of pplicant Owner O Contractor O Agent P HA 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 $ ocC CONST. TYPE TOTAL FEE $00 Oso HAZ. I D. FEES IMP I F100D I CDF PARCEL I PD HD ISSu This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indic ve for w 'ch fees have been paid. q B Date 1 ' PERMIT EXPIRES ON /Dere! Receipt .O. p �� U WHITE-D.D.S.-B.D. CANARY -ASSESSOR PIN -INSPECTOR GOLDENROD -APPLICANT 12 ;R>rCb1 DING REQUESTED BY: BIDWELL, TITLE & ESCRQW .COMpaW . AFTER RECORDING RETURN TO: Paul G. Rumore 4920 Tippi-Toe Way Forest Ranch, Ca. 95920 D0CCi1vMT TYPE: A 9r•lc . tural statement 4-02 7 73 1 1 Rec Fee 15. 00 COP 2.50 Recorded I Check 17.50 Official Records I County of I Butte I Candace J. Grubbs I Recorder I 8:00am 18 -Jul -94 I BWTC JR 4'11 J V ' ?etu. m to: AGRICULTURAL STATEMENT OF ACKNOWLEDGEMENT00 4-29 73 f 2 Building Livision FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires Phis acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort arising from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, 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: SEE LEGAL DESCRIPTION ATTACHED AS SCHEDULE C. Date: Paul G. RLunore State of California County of Butte On. -T---.1-4-94, 1. before me, Jodie Decker personally appeared Paul G. Rumore and Janice M. Rumore Janice M. Rumore personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s), or the entity upon behalf of which the person(s) acted, executed the instrument.,ullllumnuuu,mnuuunllnnnunllullllnllunuluune WITNESS my hand and official seal. • OFFICIAL SEAL 969356 U) JODIE UECKER X NOTARY PUBLIC - CALIFORNIA Signature yqq��� Seal: COUNTY OF BUTTE A.P. f/ (� �� —360 - 3 6 p � ® a - D1111,111;1111111111I11111�1111;111),�Et11111S11�llll:llle�l�l�l�l,��lup wt; 94-2.9731 Schedule C. The land referred to herein is described as follows: All that certain real property situate in the County of Butte, State of California, described as follows: PARCEL IA: Lot 4, as shown on that certain Map entitled, "FLODIN SUBDIVISION UNIT NO. 1", which Map was filed in the office'of the Recorder of...the.County of Butte, State of California, on February 26, 1988 in Hook 108 of Maps, at pages 76, 77, 78, 79 and 80. EXCEPTING THEREFROM the following described parcel of land: BEGINNING at the Northwest corner of said Lot 4; thence along the boundary line between Lots 3 and 4 of said Subdivision, South 56° 48' 47" East, 384.16 feet; thence South 87° 46' 07" West, 314.02 feet to the West line of said Lot 4; thence along said West line North 01° 59' 15" West, 222.64 feet to the point of beginning. PARCEL IB: A portion of Lot 3, as shown on that certain Map entitled, "FLODIN SUBDIVISION UNIT NO. 1", which Map was filed in the office of the Recorder of the County of Butte, State of California, on February 26, 1988 in Book 108 of Maps, at pages 76, 77, 78, 79 and 80, and more particularly described as follows: , BEGINNING at the Southeast corner of said Lot 3 in the center of Flodin's Court as shown on said Subdivision Map; thence from said point of beginning and along the boundary line between Lots 3 and 4 of said Subdivision North 560 48' 47" West, 399.81 feet; thence North 87° 46' 07" East, 242.37 feet; thence South 360 31' 19" East, 230.00 feet to a point in the centerline of said Flodin's Court, said point being on the arc of a 100.00 foot radius curve, concave to the Southeast,, a radial line from said point bears South 26° 13' 15" East; thence along said centerline and the arc of said curve, through a central angle of 36° 13' 23" an arc distance of 63.22 feet to the point of beginning. PARCEL II: A 60 foot non-exclusive easement for ingress and egress and for public utilities over Lots 1 thru 3 and 5 thru 6, as shown on that certain Map entitled, "FLODIN SUBDIVISION UNIT NO. 1", which Map was filed in the office of the Recorder of the County of Butte, State of California, on February 26, 1988.in Book 108 of Maps, at pages 76, 77, 78, 79 and 80. EXCEPTING THEREFROM all that portion lying within the bounds of Parcel I described herein. (Continued) y . "r P R E 9 � L �I F' i ? r ;; t �,,u ';y, i� . t r•• t ; s, i �, ' ... 2-9731 ,07 4....n:�b. +» a,., -.ti t A non-xclusive`�.easement forNingress and egress and for public .. e utilities,-".as`'zshown on that :certain Parcel Map filed in the office of the Recorder of -the -Countyjbf Butte,, -,State of California, on October 20, 1`981 in Book 86 of Maps, at.pages-50 and 51. PARCEL IV: A non-exclusive easement for ingress and egress and public utilities over Parcel 3, as shown on that certain Boundary Line Modification by Parcel Map filed in the office of the Recorder of the County of Butte, State of California, on January 13, 1984 in Book 94 of Maps, at pages 24 and 25. AP No. 063-350-004 'END OF DOCUMENT �, r_ RESIDENTIAL PLAN CHECKING GUIDE .8/91 (S.F., DUPLEX & MISC'. ONLY) Bldg. Permit # OWNER G1��LQ/ A. P. # ai • m Plan Checker GENERAL Zoning requirements: (sideyards and number of permitted living units). Valuation. _ Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc).. Recorded notice of violation. ' PLOT PLAN Complete parcel size and dimensions. etbacks, sideyards., easements, etc. .. • Other buildings or structures. • Grading, fills, drainage. lood hazard. Special conditions on creation map, (noise, EDF fire sprinklers, non-comb- ustible, and.foundations). FAU & FAS road setback. ' Building or utilities across lot lines (Record form). FLOOR PLAN Complete to scale plan with dimensions. Required windows for -light and ventilation (Sec. 1205). w t (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass .(Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). ' GFC_Is in baths, garage, kitchen, and exterior outlets (Article 210-8). Ll glit ,.textures, switches, receptacles, and .exterior receptacles for main- . tenance of meth 'c ipment. Locations o water heater heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). �1! 1 - 3'0" exterior exit door (sec. 3304 M. -11 Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. %STRUCTURAL DETAILS �J Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. •4r'. Clerestory requiring balloon framing and/or engineering: -,e 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 __-el Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. ' Rafter ties or bearing ridge beam. Garage door or porch header sizes. 'Stud heights. "dobe soils - special foundation'design. r'Retaini.ng walls requiring design. �_Spec�gction required. 8/91 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j). Brick or stone veneer (Chapter 30). Exterior plaster.- weep screeds (Sec. 4706). Proper -roof pitch for roof convering (Chapter 32). Roof covering -type - (fire hazard).. Foam insulation - protection. 36" halls and stairways. -'Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. Two exits on three-story dwellings (sec. 3303 & see Mezannines - 1716). F --Attic access and ventilation (Sec. 3205). Underfloor access and ventilation (Sec. 2516). • Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. sEnergy design. r. Flashing at all exterior openings. �: CDF responsf'ble area requirements. ecl I el iWo I�K C14 -"W& .16 6h� a w is OLL- TOP CHORD 2X6 FIR -LARCH 02 80T CHORD 2X4 FIR -LARCH 01 WEBS 2X4 FIR -LARCH Standard CONNECTOR PLATES MUST BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF I.C.8.0. RESEARCH REPORT 02949. ALL PLATES ARE CENTERED ON JOINT UNLESS OTHERWISE INDICATED. SEE-DRWGS. 130 6 160/16OA-F FOR TYP. PLATE LOCATION DETAILS. NOTE: 2X4 93 HEM -FIR OR BETTER CONTINUOUS LATERAL BOT70H CHORD BRACING 8 72' MAX. O.C. REQUIRED. ATTACH WITH 2-164 NAILS. BRACING IS NOT REQUIRED IF A RIGID CEILING IS ATTACHED DIRECTLY TO BOTTOM CHORD. BRACING MATERIAL TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTION CONTRACTOR. 1 r�Iw-uwrrrll•N1 ■ reri .r_TAwAI� d ITrnr nl'nlrvnT �Ji><il.J... nT I1{ ISS M TC X -LOC l -R: 0.29 5.25 9.50 13.75 18.71 BC X -LOC L -R: 0.29 5.25 9.50 13.75 18.71 PROVIDE FOR HORIZONTAL MOVEMENT AT ONE SUPPORT.. TOP CHORD SHALL BE LATERALLY BRACED WITH PROPERLY CONNECTED PURLINS SPACED AT A NAXIMUK OF 24' O.C. CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NOS TABLE 8.18. (0) THIS AREA OF TRUES DESIGNED TO SUPPORT 24KTOP CHORD OUTLOOXERS. GABLE AREA TO SLPPORT LOAD NOT TO EXCEED 10 PSF. (F)'REFER TO DRAWING 3.027.999 FOR GABLE FILL DETAIL AND REQUIRED BRACING. ' �• f r(a) �t� �b�0� 3X4 5.00/ A1) m 6,l1z17-1,- r. -0_ 13-9-0 l- 5-3-0 m 9-6-0 F '9-6-0 19-0-0 OVER i 2 SUPPORTS '" R-1063 N- 5.50' A-15070 K- 5.50' t PLT. TYP.-ALPINE SEON-- 45091 REV 15.6.5 SCALE 0.2500 — o a o 0 o 9IMPORTANTitm u' NE oc AES aMIOU roa AW WARNING :N LM WC ON ` a {� vV�E C IGH CRIT: UBC SEF R427-.=51601 fAOK THIS OES19F a1 T+ESE SPECIFICATJONr, OR ANf EIVE HAPOL BNICIIG. SEE NNB9N w I►7- sl,: MIS OESiQI TC LL 16. 0 PSF DATE 06/12/92 EAILLCE ID SDICD THE MW 111 MWOF■41KCE KIN OSTU Sf TPF AL►ITE CONECIMS AX WDE CE ;WA SALV. STEEL +EETNNS ASTK M48 A AS NOTED. APPLY #W AEDITNfUL SPECIAL PEPlN1EH1 1/1111 C1J7RDOW1S. ULESS OlWIw SE IIt CAFEDM LDING DEPA THEN7 15.0 PSF ORWG CAUSRs27 92164007 CA -ENG AUSCIYIATION W E1LM CCMCCTDPS 10 EACH FIZZ OF TRPS6 A+D vECSS OTWOKISE LOAFED OH IKIs 4ESISK m,ITION CPQM SKAU K LATERALLY GRACED 111TH PLYWOOD BC DL 5. D PSF " AIWA04M SMFMHINE. BMW CFOQ CA - 0/A LEN. 19-0-0 =WOW Ot ■EK DaARINss I7K7. ISO C NIM 4 T oEs1CN s+MdFOS PAFso11IL ■/APaIAEL[ Ftiy+ISIpK OZ IEr! c T■I. Atl O1.1+4ER's AJ PI E TCDD I A1TACKSiWAT KIGID CEILING -- SEE'^O36. uou6 IEpN1aL WDITIi 17IV1n FOq TOOPEt1 ,K]SELL 0 PSF C. 1.25 PITCH 5.0/ 12 ON ?NIS OWING APPLIES TO THE COMPONENT ONICIED WOE COMALL APPLICATION. 1-l■MISN A COPT OF TM tK ONLY. PFD S.MLt N)F SE PETTED IIF'OII IM AHf O1.ET1 (AY. OESIp 10 Tff lAlliS ERECTION CDYlAAZiOR. 0 --IPI . 1194& PLATE ZMSTIME. NIS • 1991 TUI I"L OFSILM SPACING 24.0' TYPE COMM-- 0 O C O O o SPEC IFICAIIDN FOP Seco CO15CLLTION 6,l1z17-1,- SIERRA WEST SURVEYING LICENSED LAND SURVEYING 5437 Black Olive Drive - Paradise, CA 95969 Phone: (916) 877-6253 July 29, 1994 BUTTE COUNTY BUILDING DEPARTMENT 7 County Center Drive Oroville, California 95965-3397 Re: Harry Koenig APN 63-35-04 Dear Sir/Madam: On July 27, 1994, I made a field review of APN 63-35-04, Lot 4 of the Flodin Subdivision to verify the slope of the driveway from the cul-de-sac to the building site. The grade of the driveway is - 4% in its entire length. RGA/jee �Letters\6908Koen,Ltr 6908 Koenig Sincerely, Robert G. Agee, r. B,U`E COUNTY RLDING DEPART A�ppn �/. GREGORY A. PEITZ ARCHITECT 19.07 Mangrove, Suite E, Chico, CA 95926 (916).89475719 Structural Calculations for AR ®fty 4.'� <<' �; ONO. C 21283 �. REN. S CN a ,� All N( ���� � REV 4-3-92 LATERAL DESIGN DATA ------------------------------------------------------------------------- DESCR(FTtON ?; V_LTON -------------------------------GENERAL DATA ------------------------------ EXPOSURE > B Ce ? .67 NEIL' EXP, D EXP. C EXP, B x.00 1.45 1.13 .67 5A ND SPEED > 80.00 qs ? 16.40 IMPORTANCE FACTOR > 1.00 METHOD > 1.00 NORMAL FORCE METHOD ROOF PITCH > 6.00 IN 12 0 > 26.57 DEGREES = Ce t ' Cq I qs I I PRIMARY FRAMES AND SYSTEMS DESCRIPTION Cq p(KSF) DIRECTION ------------------------------------------------------------------------- WALLS WINDWARD WALLS .80 .0038 INWARD' LEEWARD WALLS .50 .0055 OUTWARD -'- TOTAL GALL ROOFS: WIND PERPENDICULAR TO RIDGE LEEWARD OR FLAT ROOF .70 .0077 OUTWARD" WINDWARD ROOF SLOPE 2:12 TO LESS THAN 9:12 .90 ,0099 OUTWARD OR SLOPE 2:12 TO LESS THAN 9:12 .30 2-01 INWARD ROOF TOTAL 0:10 WIND PARALLEL TO RIDGE AND FLAT ROOFS' *.10 .0077 OUTWARD ELEMENTS AND COMPONENTS DESCRIPTION _ Cq p(K.SF) DIRECTION h` WALL ELEMENTS ALL STRUCTURES 1.20 !1:1INWARD ENCLOSED STRUCTURES,-- - 1.10 .0121 OUTWARD OPEN STRUCTURES 1.60 .0176 rOUTWARD ,> ' PARAPETS 1.30 .0143 INWARD/OUTWARD ' ROOF ELEMENTS - -ENCLOSED STRUCTURES SLOPE LESS THAN 9:12 1.10 .0:21 OUTWARD y x. OPEN STRUCTURES • } '- SLOPE LESS THAN 9.12' r' -1.60 01767 OUTWARD 't f z Ott .F - LOCAL AREAS AT DISCONTINUITIES DESCRIPTION Cq p(KSF) DIRECTION WALL CORNERS y 2.00 t .022Q `OUTWARD , r T CANOPIES OR OVERHANGS AT- EAVES OR RAKES .. ;. EAVES 2.80 .0308' UPWARD ROOF RIDGES AT ENDS OF BUILDINGS OR EAVES AND ROOF EDGES AT BUILDING CORNERS - 3.00 :0330 UPWARD • EAVES OR: RAKES WITHOUT AVERHAN6$ �-.',•. ;; --. :::- ..' T x„' AWAY FROM BUILDING CORNERS AND .' RIDGES AWAY FROM ENDS OF BUILDING 2.00 .0220 UPWARD Z) ------------------------------------------------------------------------- Rev 11-9-93 Lateral design data 3/17/93 ------------------------------------------------------------------------- Description » Rumore residence -------------------------------GENERAL DATA ------------------------------ Exposure > B Ce > .11 Importance factor 1.00 Height Exp. 0 Exp. C Exp. B 15.00 1.50 1.19 .12 Basic wind speed > 80.00 qs > 16.40 Method > 1.00 Normal force method Roof pitch > 8.00 in 12 8 > 33.69 Degrees ------------------------------------------------------------------------- Primary frames and systems Description Cq p(ksf) Direction ------------------------------------------------------------------------- Walls: Windward walls .80 .0094 Inward Leeward walls •.50 1.0059 Outward Total wall ,° .0154 ' Roofs: Wind perpendicular to -ridge Leeward or flat roof .10 .0083 Outward <! Windward roof Slope 2:12 to less than 9:12 .90 .0106 Outward or Slope 2:11 to less than 9:12 .30 .0035 Inward Roof total .0118 , Wind parallel to ridge and flat roofs .TO .0083 Outward Elements and.components - Description Cq p(ksf) Direction ----------------------- ----------------------------------------------- Wall elements All structures 1.20 .0142 Inward Enclosed structures' 1.10 .0130 Outward Open structures ` 1.60 .0189 Outward Parapets 1.30 .0154 Inward/outward , Roof elements Enclosed structures �. Slope.'less than 9.11 1.10 ` ..0130 Outward Open structures'. Slope .less than 9:12 _ 1.60 0189 Outward •�? Local areas at discontinuities ' '� _`! Vin, r # YX A ! Description Cq p(ksf), Direction ---------- ---------------- Wall corners 2.00 - . A 0136 Outward =--------- - .F -.., r Canopies or overhangs at 't eaves -or rakes 2.80 .0331 Upward ' Roof ridges at ends of buildings= k or eaves and -roof edges at building corners 3.00 .0354 Upward _ Eaves or rakes without overhangs _ '•°• ' away from building corners and ridges away froi ends of building 2:00 , 0136 Upward s O • � - _ref._. - � • • ui e r -• I r • r .3 � f c e { e rij ^ ;' _ n �,• , _ _ � ��`��• Vit•. •Y •+ 't i « •�— .4 + t • ? +L ' 3.' T w . . ,y } � J J <e ." _ { � sr..i F( � ¢ ' i f ,, 4t r , � • � - _ref._. - � • • ui e r -• r • r .3 � f s IA�I- W W W N N !H 000N coo N O O C14 av3 HAA nnn �(2pV, Cl) ' ^',W, h o*, N /5 ow+ -An 37 •�J = �lL�a-,S� .otSd-�.+ S33(,v�19�= .132���: . 1 i { b i - f ' a - • F i j . • c b W W W W W W xxx N N N coo Inco -N 04rC4 all loo p 4 v, A o-,--rk /Lc P �P3 • �A%1•Y/ � W 3 4' s 32�� d HIb , 2.24• :. � � � - � s � _----•---- w s • .� ... ...... ... w3= C�Zk,s� •059' _ .oi�k��... ._� _ .... .' . , . _. • 41, YI 0 >r t4l S 01, t14 ' 9m 22-141 22-142 22.144 50 SHEETS 100 SHEETS 200 SHEETS , c i. .... -•,1 4' _ F ♦�+{. Y , W.�.g .. . �L•:w Yf�:� �.. .. M.i.1... .1 .. _ � •. , .. .. .t. + 0 It V) 9m i. .... -•,1 4' _ F ♦�+{. Y , W.�.g .. . �L•:w Yf�:� �.. .. M.i.1... .1 .. _ � •. , .. .. .t. + 9m y y y W W W W W W xxx y y y 008 C4 �1*3 nnn gol �IAL CT/wesT Pz H►z © O Cq/2-+,S) ,DIS -4 t 4C,ollO�= , 124 ,5) ,otS4 t Pi P3 �' 4,24 ;• P , 3, o f,, K 10 Go! y L lfj ` r lI .. ..� '_ � + � •1 '{ - i { -. .' 1 _. .. �. , i � it r •-�- . S L ' � f t ' r r 4 i �� tl 8•. ' rj i ! � ( i '� � � � t ! Y � � •� i- , `{ ; f � � sly. � •. , s i 43 ' .i 1 E a •�.' < t -- 1 --�'--�---1- .! -i ,t._� ,.t. f yF- s .�, f. f 3 f�i :i C+, ,w e t p t '.3- _- �` i � I � L 1 i : 1• ' � � 'F! iri } j 7 =YJI. `- • 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS J cc3! 1 J FN N N W W W N N N coo N O h A N C all 012/ 5 �'�- ���(,plJ }3J ;01,1 o�•G.._, o23�/,._.:_...... W i°1' .103 �SCZ 013 + +9/z(6�.o1' gJZ�1j, o3. ' o t . r 0�4 - - -LOS (N$ - ! • I ._ ._ . t .,,fir"tfY � ,f - - t- i i^ 4 � s rr,n i -. •,�,� � i � `.. „ia ��/ -r, . •�j' T- r �+� .i t Y S' .. • 1. `� { -. _ ' � i_l� tr iy .I - i�" i' � � � _• t - �: a -. a .._ __ _ � - _ • - . _ ' 'rf"�• .: �.., : •. #- t7-.-. c .... ... :. �;.,.; s ..... _. - -- - . _ ..-.. . , 5 %n N N W W W W W W S'== N N N NOS ever h N h eom SeAs vKcC— L -o A-05 Fi F z Fg F� 'rz �3 f � 1, 410 1.52 •(ol 3.S°I .. ... 2 O . :. .; . 3•��� .2•�� .9�K (5' LUMIUR LU MI UR ___ N N N Ogg ..n ov� AAA N h h 0 eo T 0 22-141 SO SHEETS 22-142 100 SHEETS ^MPAo 22.144 200 SHEETS W W W N N N N O S �d� rC4r C4 h N his _:. _ •__ 1 ._ '__ _...�. .._ �-._�- j.� s�(1!• YDS V �2-��� �Of ,00.iG l�?,;.. � � 4. 31(%°000/0 . 16, =- _ � _, � ///'$1JI _; �--�_-i-�-. o -� �6 B� = =-3.56 . w� ,?%s • s�, --� j , ..: i. ��-•-� • � - ; -��G be /�.�._ .i . L • f r yyf DIN I I nt(,rn ( 2 ✓n ex L n sVJ { Zo N N N F F H W W UAW 'S = NN N 0 co N O r4 C4 AAA nC444 �0 i Vice-�-y r.1 �t3S �' Stip:--:••,;--_;_...�__. .:.--j---.----_. �. r.1 N N N coo NO0 vaa AAA C4t4n 0 �F (sAr'- • `r <<(A 6 NNjNF. W W W W W N N pN NOS �n NC4C4 eel I loast-., * kv,� G-59 w�11= I�-2s �- $-0 - Z5,2s Q36, I 1 0 21 OL i... i i ? i n • � j i� j O j r55jY3�6 t� i i COLLCTR2 3:21 PM 3/21/93 ------------------------------------------------------------------------ Rev 2-13-94 Collector design Description ))Upper level - Line 8 ---------------------SUMMARY-------------------------------- VI > 2.240 kips V2 > kips Length subject to V1 > 16.000 feet Diaphragm shear due to V1 > .140 kips/ft Length subject to V1 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > -.180 kips/ft <Shearwall v> Segment W/O Wall Opng. V1. V1 Force 4.000 w 4.000 y .000s - o 8.000 0 8.000 y .560 4.000 w .4.000 y -.560 COLLCTR2 3:23 PM 3/11/93 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description » Nain level - Line A ---------------------------------SUMMARY-------------------------------- V1 > 3.830 kips V2 > kips Length subject to V1 > `44.000 feet Diaphragm shear due to V1 > .087 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .306 kips/ft <Shearwall v> Segment W/O Wall Opng. Y1 v[ rorce 11.150 o 11.150 y .000 6.250 w 6.150 y - -.979 - cr(`Q 9.000 0 9.000 y 392 6.250 w 6.250 y -.392 11.250 o 11.250 Y. .979 COLLCTRIR t 3:23 PM 3/21/93 -------------------------------=---------------------------------------- Rev 2=13-94s Collector design Description Oain level,- Line` B >> _` --------------------- ---= ' ------ SUMMARY --------------- ---------------- - VI -----SUMMARY-------------------------------- V1 > 4.110 kips V2 > kips Length subject to V1 ; s;:;::`.- > 44.000 feet Diaphragm shear due to V1 > .093 kips/ft Length subject to V2 ;`,:,: > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .343 kips/ft <Shearwall v> Segment W/O Wall Opng. V1 V2 Force 12.000 o 12.000 y .000 6.000 w 6.000 y -1.121 8.000 0 8.000 y .374 6.000 w 6.000 y -.374 0 COLLCTR2 3:14 PM 3/21/93 -----------:------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description ))Main level - Line 2 ---------------------------------SUMMARY-------------------------------- V1 > 3.060 kips V1 > kips Length subject to V1 > 32.250 feet Diaphragm shear due to V1 > .095 kips/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .299 kips/ft <Shearwall v> Segment W/O Rall Opng. `V1 V1 Force nn 4.500 0 4.500 y .000 10.250 w 10.250 y -•421 17.500 o 11.500 y 1.660 COLLCTR2 3:15 PM 3/21/93 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description ))Main level - Line 3 » ---------------------------------SUMMARY-------------------------------- V1 > 1.100 kips V2 > 4.000 kips Length subject to V1 > '18.250 feet Diaphragm shear due to V1 > .066 kips/ft Length subject to V1 > 32.250 feet Diaphragm shear due to V1 > .114 kips/ft Shear per foot - shearwalls (v) > .365 kips/ft (Shearwall v> Segment W/O Wall Opng. V1 V1 Force 4.000 0 4.000 y y .000 14.150 w 14.250 y y -.759 14.000 o 14.000 n y 1.136 COLLCTR2 .3:26 PW 3/21/93 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description »Wain level -Line 5 ------- -------------------------- SUMMARY ------------------- -------------. V1 > 4.240 kips V1 > kips Length subject to V1 > 32.000 feet Diaphragm shear due to V1 >..133 kips/ft Length subject to V1 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .385 kips/ft (Shearwall v) Segment W/O Wall Opng. V1 V1 Force 4.500 0 4.500 y .000 AGA 4.000 w 4.000 . y -.596 2.000 0 2.000 y .416 1.000 w 1.000 y .151 14.500 o 14.500 y 1.921 COLLCTR2 3:21 PM 3/11/93 --------------------------- -------------------------------------------- Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description >)Basement level - LineB ---------------------------------SUMMARY-------------------------------- V1 > 4.610 kips V2 > kips Length subject to V1 > 44.000 feet Diaphragm shear due to V1 > .105 kips/ft Length subject to V2 > feet Diaphragm shear due to V1 > kips/ft Shear per foot - shearwalls (v) > .384 kips/ft <Shearwall v> Segment W/0 Wall Opng. V1 V1 force 16.000 o 16.000 y .000 6.000' w 6.000 y -2:124 6.000 0 6.000 'y -1.048 6.000 w 6.000 y -1.616 COLLCTR2 3:11 PM 3/21/93 ------------------------------------------------------------------------ Rev 2-13-94 Collector design ------------------------------------------------------------------------ Description ))Basement level - Line 3 )> ---------------------------------SUMMARY-------------------------------- V1 > 6.890 kips V2 > kips length subject to V1 >' 31-.500 feet Diaphragm shear due to V1 > .219 kips'/ft Length subject to V2 > feet Diaphragm shear due to V2 > kips/ft Shear per foot - shearwalls (v) > .213 kips/ft <Shearwall v> Segment W/O Wall, Opng.: V1 V2. force 3.150 0 3.150 y .000 17.250 w 11'.250 y -'.820 2.500 0 2.500 -y- .114 8.000 w 8.000 y -.433 v V W W N N N coo N O O vaa AAA C4 N C X13-� P•� G K r � � •, � Che, '(-�-� � i'h L � +', G-1 It -9-'$2 M CAP 4:16 PM 3/21/93 ------------------------------------------------------------------------ Rev 2-15-94 Concrete section moment capacity ------------------------------------------------------------------------ Description ))Footing at line 8 ------------Section data ----------- ;--------- Material constants --------- b > 15.000 inches f'c > 2.500 ksi d > 18.000 inches fy > 40.000 ksi > .850 p > .900 --------------------------------Load data ------------------------------- Service moment M > 20.140 ft -kips Overload factor > 1.300 Wind or earthquake loads Mu > 26.312 ft -kips See calcs As reqd. > .659 in"? Includes 33% increase since p actual is less than p vin. ----------------------- --------Summary-------------------------------- Actual As p min. p actual > .0034 <p=As/bxd> T > 31.200 kips <T=AsrFy> a > 1.167 inches <a=T/(O*F'crb)> �Mn > 48.592 ft -kips > Mu - (00 ------------------------------------------------------------------------ I�ef2�h ►.� zl 22-141 SO SHEETS 22-142 100 SHEETS 22-144 200 SHEETS v { • ' •Fa c Jil -P i v • ' •Fa V ci v MASONRY3 3/ 1/94 10:11 AM ------------------------------------------------------------------------ Rev 2-01-94 Masonry retaining wall Description »RW -1 t ------------------------------General dita ------------------------------ wall type > 2 1 => supported 2 * cantilevered Lateral load type) 2 1 => wind/earthquake 2 =) soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > ' N Masonry weight > 135 kcf Soil weight > .110 kcf -------------------------------- Loading --------------------------------- Wdl minimum > .120 kips/ft Wdl + W11 maximum > .180 kips/ft EFP > .030 kcf Sloping backfill surcharge) .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height .000 3.000 .000 Uniform lateral load > .0000 ksf, Earthquake/wind loading -----------------------Allowable design stresses ------------------------ ***Soil**: Class of materials > 4 Input Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .200 Lateral sliding coeff. > .150 - .350 ***Masonry*** ***Concrete*** f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi Fs > 10.000 ksi Es > 30000000psi F's > 16.000 ksi e > 18.814 n > 26.661 0 > .850 Fb max. > .250 ksi 0 > .900 ------------------------- -----Wall data -------------------------------- Cantilevered wall may use varying thickness segments Segment Ht.(feet) Ht. -(feet) 1 .000 to 4.000 1 .000 to .000 3 .000 to .000 ----------------------------Wall reinforcing ---------------------------- Segment 1 - concrete ------------------------------------------------------------------------ d > .000 inches Overload factor > 1.100 Live loads M > .310 ft -kips Mu > .544 ft -kips On > .000 ft -kips --- As reqd. > .000 in"1 Includes 331 increase Since.p actual.is less than p min. Actual As > .000 in"1 ------------------------------------------------------------------------ Segment 1 -------------------=----------------------- ------------------------- Nominal t t wdl 8.000 1.625 .343 X 32 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb fs/Fs ; f's/F's Vertical 4 24.000 3.813 1.530 .141 .568 --- Horiz. '4 24.000 .824 --- --- Minimum development length) 12.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- ------ .000 -------------------------------------------------------------------------- Segment 2 ------------------------------------------------------------------------ Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d %Min. ; fm/Fb ; fs/Fs f's/F's Vertical 0 .000 .000 .000 .000. .000 --- , Horiz. 0 .000 .000 --- --- . --- Minimum development length) 12.000 inches Compression reinforcing Size ; Spacing; d' %Min. ; fm/Fb fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 --------------------------------------------------------------------- Segment 3 ------------------------- Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing; d ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- Minimum development length) 12.000 inches Compression reinforcing Size Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------ FOOTING DATA ------------ -=--------- ------ Toe length > .150 feet Safety factor > 3.066 Heel length > 1.115 feet Soil pressure > 1.335 Minimum footing length ) --- feet Actual footing length (L) > 2.500 -feet Footing depth > 12.000 inches ----------------------OVERTURNING AND SOIL PRESSURE --------------------- Consider ftg depth for gross OTM and sliding ? (Y/N) > Y Overturning moment (OTM) > .625 ft -kips W Arm Moment ------------------------------------------------------------------------ Wdl min. .120 kips 1.068 feet - .128 ft -kips Wtl .180 kips 1.068 feet .833 ft -kips Segment 1 .343 kips 1.068 feet .366 ft -kips Segment 2 .000 kips 1:068 feet 000 ft -kips Segment 3 .000 kips 1.068 feet .000 ft -kips Soil.. .490 kips 1.943 feet .953 ft -kips ' Footing .315 kips 1.250 feet" .469 ft -kips EWdl min) 1.329 kips EMdl min> 1.916 ft -kips 12� EWtI > 2.109 kips EMtI > 2.149 ft -kips EMdI min/OTM > 3.066 > 1.5 <ok> Eccentricity (e) > .143 feet <A/2-(EM-OTM/EW)> L/6 > .417 feet L' > 3.022 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.335 ksf (EWtl/A + 6*OTM*e/A'2> Minimum soil pressure > .352 ksf ---------------------------- HEEL/TOE DESIGN ----------------------------- Heal design ; Reinforcing ------------------------------------;----------------------------------- Heel length > 1.115 feet ; 114 at 91 in. o.c. N > .113 ft -kips 115 at 141 in. o.c. d > 8.000 inches ; 16 at 205 in. O.C. As min. > .026 in"? ; 17 at 179 in. o.c. IS at 365 in. o.c. ------------------------------------------------------------------------ Toe design ; Reinforcing ------------------------------------ ----------------------------------- Toe length ) .750 feet ; 14 at 71 in. o.c. Max soil pressure> 1.335 ksf ; 15 at 112 in. o.c. At face of -wall > 1.004 ksf ; - I6 at 163 in.'o.c. N max. > .344 ft -kips ; 17 at 221 in. o.c. d > 8.000 inches ; 18 at 290 in. O.C. As min. > .033 in^? 11 -=-----------------LONGITUDINAL FOOTING REINFORCEKEKT-_____7 ------------- As min. > .720 in'2 4 14 bars 3 15 bars 2 16 bars 2 17 bars 1 I8 bars -------------------------- -LATERAL SLIDING - a.j :� t _ ; d �. Rt > .000 kips/ft �, ` W # Rb > .315 kips/ft'' Lateral sliding resistance > .332 kips/ft Lateral sliding resistance) .000 .000 kips/ft,:,- r Allowable lateral passive pressure) .150 ksf/ft depth"-:,.,- Lateral epth"-:..Lateral passive pressure provided >. .075. kips/ft -(Footing only)a y»� Net resistance provided - . > .407 kips/ft (Footing _only) ,� . w k ._,w. Concrete slab at base of wall ? > Yry Thickness > 4.000 inches" Nidth of slab > 30.000 feet Resistance provided by slab > 315 kips/ft Total resistance - >" .781 kips/ft. ,- .+.. t .. ,. _ ','• " tte l'. "t :"'4. f � �"� y-` 7 i • "(yr' ._• � Y.r7 s° "+�� j."c;Yi (:. Factor of safety > 2.086 ' (OK>r +`Y' , _fig r,3,.�' ti y, x y,e •4 ,v;. _• fif �.� •� 1 Shear key must provide h > '-.220 kips lateralresistance Equivalent depth.of shear key > 4.831 feet'• '(Ilaxiium 15'> Allowable lateral passive pressure > { ..125 ksf <At base of key) u� 4: ,�; ,�-•�' ' '_� ?"�"' �; �,f , Allowable lateral passive pressure > :115 'ksf (At bottom of key) :000. inches a'. Shear key required depth {'- Shear key moment > .000 ft -kips Shear key thickness > .000 inches t ` 31- d > .000 inches As min. > .000 in -2 14 at 0 in. o.c. 95 at 0 in. o.c. 16 at ' 0 in. o.c. QT at 0 in. o.c. 98 ------------------------------------------------------------------------ at 0 in. o.c. 35' MASONRY3 3/ 1/94 10:20 AM -------------------------- — -------------------------------------------- Rev 2-01-94 Masonry retaining wall ------------------------------------------------------------------------ Description ))RW-1 ------------------------------General data ------------------------------ Wall type > 2 1* supported 2 * cantilevered Lateral load type> 2 1 => wind/earthquake 2 * soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? ) N Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- Loading -------------------------------=- kdl minimum ) .120 kips/ft Wdl + N11 maximum ) .180 kips/ft EFP > .030 kcf Sloping backfill surcharge) .000 kcf Total EFP ) .030 kcf Surcharge Distance Surcharge P Comment to wall, height .000 3.000 .000 Uniform lateral load ) ..0000 ksf Earthquake/wind loading -----------------------k1laiable design stresses------------------------ ttt ttt Soil Class of materials >al 4 Input-, Allowable passive (vert.) 3 1.500 ksf 1.500 Allowable passive (horiz.)i' .150 ksf/ft depth .200 Lateral sliding coeff. .150 .350 t"Masonryt:: *:*Concrete::=_,. Pm ) 1.511' ksi f'c > '2.500 ~ksi En > 11251100 ksi fy , > `40.000 ksi s Fs > 21.1to 61'. Es > 30000000psi , F's > I i. In ksi M m > . 18.624, n . _ > 26.4t1µ- S { > Fb max.,.' > .900 t .; �s r • f..; r ----------------------- - `Nall data-------=--- =------------- '--:: r . Cantilevered all may use Tarring thickness segments 's . Segment Ht.(feet) Ht.(feet) :y 1 000 to 1,000 d r 2 .000 to :._:000+ - 3 .000 to'- -000 - r; ---------------------- -,Nall reinforcing---------- ----------------- Segment --------------Segment i - concrete's -----------------'--- on inches ,-y------------ -`----------- Overload factor > 1 111 ..Axe "Live loads r M > 1.0a-"ft kips; Mu > . 831: ft3dcips ,_ r ; On i � � 5 � orf �. , ; yJ ; y.4• . ' As regd. > .030f32 _;Includes 331 increase,"�i t Since p actual is les's than p min.f Actual As.. ------------- =Ar Segment 1 a -• ... ----------------------------- --- --- -- --- �•:'�. ^'-w Y `YM r .'+�. Nominal t t ^wdl 8.000 1.625 515 30, Tension reinforcing Size ; Spacing; d ; thin. ; fm/Fb ; fs/Fs ; f's/F's ----- --------- Vertical 5 16.000 5.315 3.595 1.065 .593 --- Horiz. •4 24.000 1.530 --- --- --- Minisua development length> 15.000 inches Compression reinforcing Size ; Spacing; d' ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segm.ent 2 ------------------------------------------------------------------------ Nominal t t • wdl ,800 .000 .000 Tension -reinforcing Size ; Spacing; d ;Pin. ; fe/Fb ; fs/Fs ; Ps/Ps --'--------'--------;--------;--------;---==-=-; -------- ;-------- Vertical 0 .000 .000 .000 .000 .000 --- Horiz. 0 .000 .000 --- --- --- . Minimum development length> 15.000 inches ' Compression reinforcing Size ; Spacing: d' ; %Min.- ; fe/Fb ; fs/Fs ; Ps/F's - '--------'-=------;--------;--------;--------;-=-=----;-------- _ - Vertical 000 ---------- -----0-----000---------------------------000 Segment 3 ---------- z - --------------------------- -r------- - - - - - - - - - - '1 Nominal t t wdl " 000• .000 .000 Tension reinforcing Size Spacing; d ; !Min. ; fm%Fb ;.fs/Fs ; Ps/F's .; --=------;----- ' -- � - 000-=;--.000-.000--;--.000 Vertical 0IL .000 Horiz. 0 .000 -. ' .000 Minimua developmerit,length) 15.000 'inches Compression reinforcing Size ;Spacing;' d' ; SMin. ; fm%Fb;;�fs/Fs ; f's/F's Vertical 0 000 .000 --- ' ',---} -- . .000. , ---------- FOOTING DATA-----;- -- ----; -: ---------- ----------Toe _------------------ Toelength ` ' ;' >: 1.250 feet ; Safety factor > 2.515 a.' _ r ' Heel length > 1.445 feet Soil ,pressure, ' > 1.311 ' Minimum footing length i� -- feet--:`� ' . •` ... ' `' Actual footing length (L) > , 3.330 feet Footing depth ,> 12.000 inches -----------------------OVERTURNING AND SOILPRESSURE---;----------------= Consider .ftg depth for -gross OTM and sliding ? WN)") Overturning moment (OTM) > 1.115 ft -kips Arm Moment Nal min.---- 120 ~ 1 568- feet .188 ft -kips+ R•, xf r: `:'• Y� skips Ntl .I80„ kips '1.568' feet Segment l .515 _. 1.568 feet 'x,,.801 fft-kips y L ., " ;r •. '� ,kipsx` Segment Y :000,:,k`ips;. {1.568 t ,feet" : .000,P ft -kips' i Segment, 3 .000 kips . 1.568 feet ,':.000 f t -kips! Soil .953 F. kips ,-,4 2.606 feet' 2.486 ' ft -kips " _ t ,- -• Footing' W.4 ps ., 1.665 .feet .832' - :• a `tom-'� � -- ''-a --------------------------------------------- ------------------------ y' ti • ' ENdl min> 2.088 kips EMdl min> 4.313 ft -kips - .- .- ..'3 " 2{ftl > 2.868 kips 2Ntl > 5.536 ft -kips 2Mdl min/O1N > 2.515 > 1.5 <ok> Eccentricity, (e) > .333 feet <A/1-(2M-OTM/2W)> L/6 > .555 feet L' > 3.997 feet (PL/2-e) Resultant within middle third of footing Maximum soil pressure ) 1.377 ksf <2Wtl/A + VOTMxe/A`2> Minimum soil pressure > .345 ksf -----------------HEEL/TOE DESIGN ----------------------------- Heel design ; Reinforcing ------------------------------------ ----------------------------------- Heel length > 1.445 feet 14 at 36 in. o.c. M > .689 ft -kips 115 at 56 in. O.C. d > 8.000 inches ; 116 at 81 in. o.c. As min. ) .065 in"2 ; 117 at 110 in. O.C. 08 at 144 in. o.c. ------------------------------------------------------------------------ Toe design ; Reinforcing ------------------------------------ ----------------------------------- Toe length > 1.250 feet 14 at - 25 . in. o.c. - Max soil pressure) 1.377 ksf,. ; 05 at 40, in. o.c. At face of wall ) .947 ksf 16 at 58 in. O.C. w N max. > .964 ft -kips ; 117 at 78 in. o.c. d > 8.000 -inches ; 18 at 103 in. o.c. As min. > :091 in"Pfe -------------------LONGITUDINAL FOOTING REINFORCEMENT------------------- - As min. > .959 in'2 5 114 bars 4 115 bars _. _ _ _... 3 16 bars - 2 17 bars 2 118 bars -------------- ---= -------LATERAL SLIDING ------------------------------- Rt ----------------- -Rt -r :.000 kips/ft Rb ': > t .735 kips/ft Lateral sliding resistance . > .522 kips/ft Lateral sliding resistance)' -.x.000 , .000 kips/ft i Allowable lateral passive pressure') .150 ksf/ft depth - Lateral passive pressure provided > .075. kips/ft -(Footing only) Net resistance provided > .597, kips/ft (Footing'only) y :, Concrete slab at base of wall ? > Y.' , Thickness > 4.000 inches Width of slab > 30:000 feet, - - Resistance provided by slab > -.375 kips/ft Total resistance_ ) .972 kips/ft Factor of safety, > -1.321 No good:, Shear key must provide .131�y 'kips'lateral resistance Equivalent depth. of shear.key ) 5.699 feet (Maximum 15'> ; Allowable lateral passive pressure,) `.855_ ksf,xx ;�(At base of key) _ Allowable lateral passiv p essure'> x.880 •ksf! -(At bottom of key) Shear 'key required depth `- . > 2.000 � inche_s 61 Shear key moment > .012 ft -kips 1 PVp Shear key thickness > .000 inches d > .000 inches As ®in. > .000 in'? 14 at 0 in. o.c. 15 at 0 in. O.C. 86 at I in. o.c. ti at 0 in. o.c. 18 ------------------------------------------------------------------------ at 0 in. o.c. Q MASONRY3 3/ 1/94 10:23 AM ------------------------------------------------------------------------ Rev 2-01-94 Masonry retaining wall ------------------------------------------------------------------------ Description »RW -1 ------------------------------General data ------------------------------ Wall type > 2 1 * supported 2 => cantilevered Lateral load type> 2 1 * wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? > N Masonry weight > .135 kcf Soil weight > .110 kcf -------------------------------- minimum > .120 kips/ft Wdl + Wll maximum > .180 kips/ft EFP > .030 kcf Sloping backfill surcharge> .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height w --------------------------------------- 3.000 .000 _ Uniform lateral load > -.0000 ksf Earthquake/wind loading -----------------------Allowable design stresses------------------------ :::Soi l:x: Class of materials > 4'-• Input° Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .100 Lateral sliding coeff. > .250 _ .350 stlMasonry"s _- MConcrete:x= _ _ .. ;- f'm > 1.500 ksi f'c > 2.500 ksi Em > 1125000 ksi fy > 40.000 ksi • • • � -- - Fs > 20.000 ksi Es > 30000000psi - F's > 16.000 ksi ■ > 18.814 n > 26.661; r »» > .850 Fb > ksi.f > • :.900 ;� �' - - '•��,�, max. .250 -`------------ -------------------- {------ t, -r -Vail data --------------------------- Cantilevered wall may use varying thickness.segments Cantilevered Segment Ht.(feet) Ht.(feet) 1 .000 to 2.000 2 1.000 to x8.000 3 .000 to .000 ----------------------------Vail reinforcing---------------------------- .- Segment 1 - concrete z .Y --------------------------- - ---- ------------------------------- f d > .000 inches 1 • . r, Overload factor > 1.100 Live loads - M > 2.560 ft -kips Mu > 4.352 ft -kips On > .000 As reqd. > .000 in 1 Includes 331 increase K .,` 44 Since p actual is less than p min. ' -•' Actual As > .000 in 1,.ri.. ----------------------------- - - -- -+-- ------------ Segsen ------------------------------------------- --'----------------------- Nominal t t wdl 11.000 11.625 .162 Tension reinforcing Size ; Spacing', d ; %Min. fm/Fb ; fs/Fs f's/F's Vertical 5 16.000 9.315 1.358 .991 .185 --- Horiz. 4 24.000 1.004 --- --- Minimum development length> 20.000 inches Compression reinforcing Size Spacing; d' %Min. ; fm/Fb fs/Fs ; f's/F's '- '--------'--------'--------'--------;--------;-------- Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 2 ------------------------------------------------------------------------ Nominal t t wdl 8.000 1.625 .515 Tension reinforcing Size ; Spacing; d ; W n. ; fm/Fb ; fs/Fs ; f's/F's Vertical 5 16.000 5.315 3.595 1.065 .593 --- Horiz. 4 24.000 1.530 --- --- --- Minimum development length> 20.000 inches Compression reinforcing Size ; Spacing; d' ; YNin. ; fm/Fb '; fs/Fs ; f's/F's Vertical 0 .000 .000 --- --- --- .000 -------------------------7---------------------------------------------- Segment 3 ------------------------------------------------------7----------- Nominal t t wdl .000 .000 .000 Tension reinforcing Size ; Spacing', d ; %Nin. ; fm/Fb I.fs/Fs ; f's/F's . Vertical 0 .000 x.:.000 .000 , _ .000 000 --- Horiz. 0 .000 , .000 --- --- --- Minimum development length> 20.000 inches 'Compression.reinforcin9 ,� �� Size ; Spacing', ' . d' ; Min.; feJFb ;_ fsJFs " ; f's%F's Vertical -;---0-. .000 �--.000 � ------;--__----i"-"------;--.000-- ------------------------------FOOTING DATA-------=----�-------------- Toe length > 2.000 feet Safety factor > 2.099 Heel length > 1.281 feet Soil pressure > 1.264 Minimum footing length., ' > --- feet Actual footing length (L) > 4.250 feet Footing depth > 12.000 inches , ----------------------OVERTURNING AND SOIL PRESSURE ---------------------- Consider ftg depth for 'gross DIN and sliding ? (Y/N) > Y Overturning moment (0TH) > 3.645 ft -kips M Are • Moment --------------------------- Ydl min.MO kips1.484 feet .298'. ft -kips Ytl .180 kips ' ,2.484 feet 1.938 ft -kips Segment 1 .261 kips 2.484 feet .650 ft -kips Segment 2 .515 kips 2.484 feet 1.219 :ft -kips Segment 3 .000 kips 2.484 feet .000 ft -kips Soil 1.128 kips 3.609 feet 4.010 ;.ft -kips Footing .638 kips 2.125 feet 1.355 ft -kips ---------------------------------- : min> 2.661 kips BNdl min) 1.651 ft -kips ME fr FNtI > 3.441 kips EMtl > 9.589 ft -kips EMdl min/OTM > 2.099 > 1.5 <ok> Eccentricity (e) > .398 feet <A/2-(EM-OTM/EW)> L/6 ) .708 feet L' > 5.182 feet <3*L/2-e> Resultant within middle third of footing Maximum soil pressure > 1.264 ksf <EWtl/A + 6*OTPe/A"2> Minimum soil pressure > .355 ksf ------------------------ ----HEEL/TOE DESIGN------------------7---------- Heel design ; Reinforcing ------------------------------------ ----------------------------------- Heel length ) 1.281 feet 14 at 34 in. o.c. M ) .722 ft -kips ; 15 at 53 in. o.c. d > 8.000 inches ; 16 at 11 in. o.c. As min. > .068 in'2 ; 11 at 105 in. o.c. 18 at 137 in. o.c. ------------------------------------------------------------------------ Toe design ; Reinforcing ------------------------------------;----------------------------------- Toe length > 2.000 feet 1 '14 at 11 in. o.c. Max soil pressure) 1.264 ksf ; 15 at it in. o.c. At face of call > .776 ksf ; 16 at 25 in. o.c. N max. > 2.204 ft -kips ; 17 at • 34 in. o.c. d > 8.000 inches ; 18 at 44 in. o.c. As min. > .211 in'2` i -------------------LONGITUDINAL FOOTING REINFORCEMENT- ------------------ As min. > 1.224 in'2'. . 7 14 bars 4 15 bars 3 16 bars 3 11 bars.. 2 18 bars --------------------- LATERAL SLICING --- --------------- 7:_ R{ >' , .000. kips/ft Rb > 1.215 kips/ft Lateral sliding resistance > .665 kips/ft Lateral sliding resistance) .000 .000 kips/ft ;- G Allowable lateral passive pressure > .150 ksf/ft depth Lateral passive pressure provided > .075 kips/ft <Footing only> Net resistance provided > .740 kips/ft (Footing only) - Concrete slab at base of wall 1 > >! _ Thickness > 4.000 inches Width of slab > 30.000 feet Resistance provided by slab > .375 kips/ft Total resistance > 1.115 kips/ft Factor of safety .r > .918 No good! Shear key must provide > .707 kips lateral resistance Equivalent depth of shear key > 5.693 feet (Maximum 15'> Allowable lateral'passive pressure > .854 ksf:' (At base of key) Allowable lateral passive pressure > .979 ksf (At bottom of key) > Shear key required depth 10.000 inches - Shear key moment >= .315 ft -kips Shear key thickness > .000 inches d > 000 inches As gin. > .000 in"2 14 at 0 in. O.C. 85 at 0 in. o.c. 96 at •'0 in. o.c. 87 at 0 in. o.c. 18 ------------------------------------------------------------------------ at 0 in. o.c. • • ••, .. '. - t' It_ ,. _ .cam _. • , • f 7.41 3 P_w -2- I _ t 2G�Zkl�:, a13 N N N v.1 �Gi-1�, Z �) . 0.1 G — •. 224, �``,�.. t Iy W W Y1 U} N , ( I { 'i '�J CX/ G /C+ I CiS V • .�T _ Cos I , SCI C4 C4 C4 17 t - ' - I :. , , . �.+ .tl�.-y' yfi � t - t _ � ': �� f � � l .`' � -'!' a il� • • � .- — - —_�— 11 {' _ .�_. .. 1_ .•.� �"t----•-•—;---r ( - � i-..+^ } � jp ' Y � ys i ;hMM- y i' c a: I r � � s' , r i ` .:�'�•.-1 ... i.... r _.. �_. �r.. ra 7t .{.. .� .. .�,:. ' ' (q._i-ia. �i- ;:{r r r '..f ( +-,;•"' rr�Er` *�;'..�r M } .f ( i ! 4_ i � _ + «f ! jY_ ''L.; S L 1 ,.� s �j � jtf;!< =x -• r --- �_ _�. ' - - - I % ��. :I�•i. - i i ( '� } [_'•_ r r. v� yi__ ' ��4r: { r ! I _ j t. - ' + I Tj- --t--('- - --� _ • -1 t l } •�-. I ,__ s, { �.. � �,'.i � .. l; is ' - _'� � "� "••; � 5i.-�i { r ,� %,,� , '-( ars }nib _r_� I t' ♦ri.. ` y,l,l � •�� y �'� '! p '•';� i 1 r��,l }...(F ,r^.�j ,]k�Fji� � •. . { {j ' ._��. ! t �l— :1 ` 1-1• ••1•-'•,-1��� t �- r r� c �,.i,s � : •i- .� + � t.. }y-��( S' t i' - - _, _- '1 € S : } t �:� i Imo• �• ( ' _ 5 .. 1 '�-��. ,j "i � }. �� '��� 11- MASONRY3 3/ 1/94 3:42 PM ------------------------------------------------------------------------ Rev 2-01-94 Masonry retaining wall Description >)RN -2 -------------- ----------------General data ------------------------------ Wall type > 2 1 => supported 2 * cantilevered Lateral load type) 2 1 => wind/earthquake 2 * soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (Y/N)? ) N Masonry weight ) .135 kcf Soil weight ) .110 kcf -------------------------------- Loading --------------------------------- Wdl minimum > .000 kips/ft Wdl + Wll maximum > .496 kips/ft EFP ) .030 kcf Sloping backfill surcharge) .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge P Comment to wall height - 2.000 Vehicle 3.000 . 1.505 Uniform lateral load > .0000 ksf Earthquake/wind loading ------------Allowable design stresses ------------------------ Class of materials > 4 � � �- Input.,, Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .100 Lateral sliding coeff. > .250 = • .350 :a.Masonrya: :::Concrete:u- f{m > 1.500 ksi Pc :";.' > 2.500 ksi Em ._ _ > 1125000 ksi _ fy ," _- _ > 40.000 ksi V� - - Fs > 20.000 ksi Es > 30000000psi Fps > 16.000 ksi m , : .. >- 18.824 n > 26.661. - �� �' >• :850 y fb > ksi 0 vyJ'.: ,'.' >' .:900 �f = ;a �� t., i' - _ 5' - max. .250 „n���•� ------------------------------ Wall data---- ----- --------`------- Cantilevered wall may use varying thickness segments Segment Ht.(feet) Ht.(feet) 1 .000 to 1.000 2 .000 to . .DDD .;" - t 3 .000 to .000 ---------------------------- Wall "reinforcing '---------------------------- ---------------Segment Segment1 - concrete -------------------------- .000 inches - - r ---------- ------- n .N Overload factor ) 1.100 Live loads' {F - " p a > .203 ft kips xf Nu > .345 ft -kips illn n > .000 ft -kips, 'in As regd. > .000 1` Includes 33iincrease Since:p act4ual is less than "p min. �t Actual- As >' 000 ,'�n 2 -- '. •� ----------------------------- Segment 1' :.., ~ � M,J --y -- - ��`� :�_ _ --- ---- ----------------------------------- ------ - ------------ ,-------------- Nominal t t wdl Nominal 8.000 1.625 .251 K Tension reinforcin? Size , Spacing; d ; YNin. ; fa/Fb ; fs/Fs ; f's/F's Vertical 4 24.000 3.813 1.530 .458 .361 --- Horiz. ••4 16.000 1.136 --- --- Minimum development length) 10.000 inches Compression reinforcing Size I Spacing; d' ;Pin. ; fm/Fb ; fs/Fs f's/F's I I--------;--------; ----=---; - -------;--------;-------- Vertical 0 .000 .000 -- --- --- .000 ------------------------------------------------------------------------ Segment 2 ------------------------------------------------------------------------ Nominal t t Ndl .000 .000 .000 Tension reinforcing Size ; Spacing; d ; YMin. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .000 .000 •.000 .000 .000 --- Horiz. 0 .000 r .000 --- --- --- Minimum development length) - 10.000 inches Compression reinforcing Size ; Spacing;. d' :Y:; SNin. ; fe/Fb ; fs/Fs ; f's/F's ------ , � . Vertical 0 .000 000 --- --- - - .000 -Segment 3 ------------------ ------ - --,------------------------- Nominal --------------------Nominal t t Mdl .000 .008 .000 Tension reinforcing Size ; Spacing; k d ; Bin. f■/Fb ; fs/Fs ; f's/F's M - Vertical 1 000 000 .000 .000 :000 Horiz. 1 .000- a .000 --- - --- Minimum development length) 10.000 inches Compression reinforcing ' Size ;Spicing; d` ;YMin. ; fe/Fb ; fs/Fs Y; f's/F's - -=-------;--------- ---:; { '' ,--; - ; -- -;=-- -;- .- Vertical 1 .000 .000 --- --- --- 000 ---=-FOOTING DATA-------------------------==--- Toe length - > 1..500 feet ,.' Safety factor > 2.111 ' Heel length >. .865 ,,feet ' Soil.pressure > 1.294 Minimum footing length ;i' ' feet Actual footing length (Lj > 2.000 feet ; Footing depth > 12.000 inches -OYERTURMIN6 AND SOIL PRESSURE------- Consider ftg depth for gross'OTN and -sliding ? (Y/N) > Y Overturning moment (DIN) >z°'.441 ft -kips ' Y An - . ' Moment ------ -------------�s 1y } 818�fi}feet - .000 ft -kips. $i -- --- Wdl min. .111 p Mtl .496 kips .818 feet - .406 ft -kips Segment 1 .257 kips .816 ;feet .110 ft -kips Segment 2 .111 kips= :818; feet, .000 ft -kips Segment 3 .111 kips , :818` feet' .000 ft -kips Soil .115 kips* ` .1:566 feet _ .447 f t -kips.:.. Footing•-•-- 308 tips--�--- 1000 -feet-------- 300 --ft kips, --------- ` --- 2Wdl min> .043 kips ENdl min) .958 ft -kips EWtI > 1.339 kips EMtl > 1.363 ft -kips EMdl Ain/OTM > 2.111 > 1.5 (ok> Eccentricity (e) ) .311 feet <A/2-(2M-OTM/EW)> L/6 > .333 feet L' > 2.066 feet <3=L/2 -e> Resultant within middle third of footing Maximum soil pressure ) 1.294 ksf <ENtl/A + 61,OTM=e/A"2> Minimum soil pressure > .044 ksf ----------------------------HEEL/TOE DESIGN ----------------------------- Heel design ; Reinforcing ------------------------------------ ----------------------------------- Heel length ) .865 feet ; 14 at 202 in. o.c. M ) .123 ft -kips ; 15 at 315 in. o.c. d > 8.000 inches 16 at 456 in. o.c. As min. > .012 in"2 ; 11 at 610 in. o.c. 18 at 811 in. O.C. ------------------------------------------------------------------------ Toe design ; Reinforcing ----------------------------------- ----------------------------------- Toe length ) .500 feet ; 14 at 161 in. O.C. Max soil pressure) 1.294 ksf ; 15 at 161 in. O.C. At face of wall > .981 ksf ; 16 at _311 in. O.C. M tax. > .149 ft -kips ; 11 at 514 in. o.c. d > 8.000 inches ; 18 at 612 ,`in: o.c. As min. > .014 in'2 ; -------------- -----LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .576 in'? 3 14 bars 2 15 bars 2 16 bars 1 11 bars - 1 18 bars -----------------------_.:-LATERAL 7 -LATERAL SLICING--- -=--=------------------ Rt --f -- > .ODI kips/ft Rb >' .361 kips/ft Lateral sliding resistance > .211 kips/ft Lateral sliding resistance) .011 .000 kips/ft Allowable lateral passive pressure > .150 ksf/ft depth ' Lateral passive pressure provided > .CIS kips/ft. (Footing'only) Net resistance provided ' > .286 kips/ft- (Footing only) Concrete slab at base of wall 1 > N Thickness >- .000 inches: Width of slab > .000 feet Resistance provided by slab > .000 kips/ft Total resistance > .286 kips/ft' � Factor of safety > .950 No good! Shear key must provide > .165 kips lateral resistance Equivalent,depth of shear key > 3.830 feet (Maximum 15'> Allowable lateral passive pressure >" .:515 ksf 17' dt base of key) Allowable lateral passive=pressure'> .625 `.ksf ' (At bottom of key> Shear key required depth '':., ) 4.000 inches Shear key moment ) .034 ft -kips Shear key thickness > .010 inches 4� d > .000 inches As ®in. > .000 in"? 14 at 0 in. o.c. 15 at 0 in. o.c. 16 at -0 in. o.c. #1 at 0 in. o.c. 18 ------------------------------------------------------------------------ at 0 in. o.c. MASONRY3 3/ 1/94 3:44 PM ------------------------------------------------------------------------ Rev 2-01-44 Masonry retaining Hall ----------------------------------------------------------------------- Descripfton ))RW -2 -----------------------------General data ------------------------------ Wall type > 2 1 * supported 1 * cantilevered Lateral load type> 2 1 * wind/earthquake 2 => soil pressure Backfill slope > 0 Horizontal 0 Vertical Special inspection (YIN)? > N Masonry weight > .135 kcf Soil weight > .110 kcf ----------- Loading -------------- Ndl minimae > .000 kips/ft Wdl + Wil maximum > .496. kips/ft EFP > .030 kcf Sloping backfill surcharge) .000 kcf Total EFP > .030 kcf Surcharge Distance Surcharge . . P Comment to wall height 2.000 Vehicle 3.000 .505 Uniform lateral load > .0000 ksf Earthquake/wind loading -=---------=--=------- Allowable design stresses------------------------ ' tttSoil*tt Class of materials' > 4 `. _ Input ' Allowable passive (vert.) > 1.500 ksf 1.500 Allowable passive (horiz.)> .150 ksf/ft depth .200 ' ` Lateral sliding coeff. > .250 . .350 ***Masons*tt ***Concrete**t f'm• > 1.500 ksi Pc > 2.500 ksi Em ).1125000 ksi fy > -40.000 ksi Fs - > 20.000 ksi ' " ' Es .` .> 30000000psi F's ) 16.000 ksi m • > 18.824 ` n > 16.661 fb.max, >• :250 ksi ,` / > .900 -------------=----------------Mall data --------: --,----. ------; -'------- Cantilevered wall may 'use varying thickness segments Segment It.(feet) Ht.(feet) 1 .000 to 5.000 2 .000 to 1.000 3 :000. • ...to ° .000 ----------------- ---------- Nall reinforcing-------------; ------------- Segment 1 - concrete '---=- --,----=--------------.-----------=----------- d 000 -- ,---- inches Overload factor ),'.1.100 Live loads M t : > .814 ft -kips Mu > 1.384 ft -kips An _ > .000 ft -kips As'regd. > .000 in"2 Includes, 331 increase Since p,actual is less than p min. Actual As > .000 a in'2 --- . --i------------- -------------------------: • e------------ ---------Segment 1 Segment , ------�---------�------------------ ----i-�------------------------- •_ ��•. 4t Nominal t t - wdl 8.000 1.625 .419 I� Tension reinforcing Size ; Spacing; d ; %Min. fm/Fb ; fs/Fs ; f's/F's Vertical 4 16.000 5.315 1.295 .915 .685 --- Horiz. • 4 16.000 2.295 --- --- --- Minimum development length) 14.000 inches Compression reinforcing Size ; Spacing; d' %Min. ; fro/Fb fs/Fs f's/F's Vertical 0 .000 .000 --- --- --- .000 ------------------------------------------------------------------------ Segment 2 ------------------------------------------------------------------------ Nominal t t Ndl .000 .000 .000 Tension reinforcing Size ; Spacingl d ; SMin. ; fm/Fb ; fs/Fs. ; f's/F's Vertical 0 .080 . .000 .000 .000 .000 --- Horiz. 0 .010 1 1 .000 --- --- --- Minimum development length) 14.000 inches Compression reinforcing ... ` Size 1 Spacing', d'.- ; %Min. ; fm/Fb ; fs/Fs ; f's/F's Vertical 0 .080 •.:000 --- --- --- .000 ---- Segment 3�- Nominal t t Mdl .000 .000 .080 Tension reinforcing Size ; Spacing;- d,: Wn. ; frJFb ; fs/Fs ; f's/F's -; ---- ;--------;-- -;---;--------;----- ;---- s '-- =-- Vertical0 .8101 ` 000: .000 .000 .000" .' Horiz. ._ 0 810 f Minimum development.length) � 14 OOO.inches '. Compression reinforcing �� - ; Size i Min. V+ ; fm/Fb+ � �,�f �s/F�s .;'Spacio9i fid'„ ----'--------1'- '- - ---'-----•-'-- ,(�fsJFs - '- a ��-- ---• 'Y ` Vertical 0 .610 .000 • --- --- --- �Y' .000 R -------------------w -----FOOTING DATA--------- ------------------- --- ---- -----Toe Toelength 000 feet . Safety, factor Heel length - . _ >' .1:365 feet ' Soil pressure > 1.314 >. i =- Minimum footing length feet � •� - Actual footing length (k) >., 3.000 feetdt ' ?' Footing depth ">` 11.000 inches DVERTURNI116,AND 'SOIL PRESSURE ----- --- ----- ` Consider ftg depth for gross and sliding ? (YIN), Overturning moment (0181?,:,),:1.353 'ft -kips . N s Arm - � Moment Wdl min.. .000 kips, feet, _, .000 ,ft=kips r `. Wtl .496 kips n, ,F '1.3W feet` •.654 ,ft -kips; Segment 1 .419, kips '§:1..318 feet .565 ;ft -kips Segment 1 ' kips ;,;-' 1.318' feet 000 ,,ft -kips ..000 ' Segment 3 .000 kips,.,4. 1.310 .,feet .000 'ft=kips I Soil .751 kips '", , 1.318 feet 1.139 ft -kips Footings kips r=1.$00. feet 615' ft -kips - - �,. -------------------w----------------------------------------- EWdl min) 1.629 kips YMdl min) 1.980 ft -kips 2Wtl > 2.125 kips 2Mt1 > 3.633 ft=kips 2Mdl min/OTM > 2.203 > 1.5 (ok) Eccentricity (e) > .421 feet (A/2-(2M-OTM/2W)> L/6 > .500 feet L' > 3.219 feet (3=L/1 -e> Resultant within middle third of footing Maximum soil pressure > 1.314 ksf (2Wtl/A + 6rOTM*e/A'2> Minimum soil pressure > .103 ksf ----------------------------HEEL/10E DESIGN -------------- design ; Reinforcing ------------------------------------ ----------------------------------- Heel length > 1.365 feet 114 at 48 in. o.c. M > .512 ft -kips ; 15 at 75 in. o.c. d > 8.000 inches 16 at 109 in. o.c. As min. > .048 in"2 ; 17 at 148 in. o.c. 18 at 194 in. o.c. --------------------------------------------------------7--------------- Toe design ; Reinforcing ------------------------------------- ----------------------------------- Toe length > 1.000 feet ; 14 at 42 in. o.c. Max soil pressure) 1.314 ksf ; 45 at 65 in. o.c. At face of wall > .905 ksf ; 16 at 95 'in. o.c. M max. > .589 ft -kips 17 at 129 in. o.c. d > 8.000 inches ; 18 at . 169 in. o.c. As min. > .056 in'2 ; -------------------LONGITUDINAL FOOTING REINFORCEMENT ------------------- As min. > .864 in'2 5 14 bars 3 15 bars 2 16 bars 2 11 bars, 2 '18 bars ----------- ---- _ ----LATERAL'SLIDING - =--- A -------------- Rt R .800 kips/ft '� Rb >' •.631 kips/ft XP Lateral sliding resistance _ > .407 kips/ft' Lateral sliding resistance) .000 .000 • kips/ft Allowable lateral passive -pressure ) .150 ksf/ft depth Lateral passive pressure provided > .075 kips/ft „(Footing only> Net resistance provided °..' ,- >' .482 kips/ft (Footing only> Concrete slab at base of wall ;< Thickness > .000 inches Width of slab > .000 feet . Resistance provided by slab ) .000 kips/ft Total resistance ) .482 kips/ft Factor of safety , A > .765 No"good! Shear key must provide > .454 kips lateralfreeistance Equivalent depth of shear key > 4.938 feet (Maximus 15') Allowable lateral passive pressure ) .741 ksf':, `(At base 'of key> Allowable lateral passive pressure ) .841 ksf(At bottom of key> Shear key required depth' --'F - > -1.000 inches Shear key moment > .179 ft -kips Shear key thickness > .000 inches �o . Z71 ^ .+ �: d > .000 inches As min. > .000 in"2 14 at 0 in. O.C. 15 at 0 in. o.c. 86 at "0 in. O.C. 81 at 0 in. o.c. 18 ------------------------------------------------------------------------ at 0 in. o.c. 5-r . SZ Keynotes 1. 6' *CRU 2. 8' CMU 3. 12' CMU 4. Nell -drained granular backfill. S. 4' concrete slab - reinforce with 6 x 6 10/10 ga WWM. 6. Undisturbed soil. i. Floor framing. 8. Provide for surface drainage adjacent to retaining wall. 9. 4' diameter perforated drain pipe - drain to daylight. Provide 151 felt over drain. Note: Lap bar splices minimum 40 bar diameters. 515 Keynotes 1. 6' AMU 2. 8' CMU 3. 12' CMU 4. Well -drained granular backfill. 5. 4' concrete slab - reinforce with 6 x 6 10/10 ga WWM. 6. Undisturbed soil. 2. Floor framing. S. Provide for surface drainage adjacent to retaining wall. 9. 4' diameter perforated drain pipe - drain to daylight. Provide 151 felt over drain. Note: Lap bar splices minimum 40 bar diameters. e r5 24- __.Glb2¢"0- k` k, 4, 01 -3 , 9 ; ^v • `. - '. a ;� 1 1`. (il a MF VL 314 ' 4 �-� -'. —� rz -. r - .s•:r-cF�fy r�'yw�rx�s r '� � r ���� ' - .. - �<'-./, 'j..�t1+311 •- • Keynotes Note: 1. 6' CMU 1. 6' CMU 3. 11' CMU 4. Well-drained`'granular backfill. 5. 4' concrete slab - reinforce with 6 x 6 10/10 ga WWM, 6. Undisturbed soil. 1. floor framing. 8. Provide for surface drainage adjacent to retaining mall. 9. 4' diameter perforated drain pipe - drain to daylight. Provide 151 felt over drain. .. . . • ,., Lap bar splices minimum 40 bar diameters. • �/U/'��_� :G� :�-_lav �� �. C. - u - .� �'�� a;, o- ' 1 t it a-! c .c ti .t..r • 1 CIS ti 2 toe WIN f '. •• : r � +13 - a — A L s5 Keynotes 1. 6' CMU 2. 8' CMU ., 3. 12' CMU 4. Well -drained granular backfill. S. 4' concrete slab - reinforce with 6 x 6 10/10 ga WWN. 6. Undisturbed soil. 7. Floor framing. 8. Provide for surface drainage adjacent to retaining wall. . 9. 4' diameter perforated drain pipe - drain to daylight. Provide 151 felt over drain. Note: Lap bar splices minimum 40 bar diameters. ` _ y IL Ir . :� • ' _ Zl,p�i jt. �. } .� � � .v - .rte n yr ! y,• -r s •t �. .. `{ , - �' ••[1� � L'r,y'- c ' • A ,�. � •.Fry N r � k1 .. - .. _. Ami *�•Y '`� M •a - y '� ,,� � 'N,i{ .. 'y . . . s6 Keynotes 1. 6' CMU 1. 8' CMU 3. 12' CMU 4. Nell -drained granular backfill. S. 4' concrete slab - reinforce with 6 x 6 10/10 ga NBN. 6. Undisturbed soil. 1. Floor framing. 8. Provide for surface drainage adjacent to retaining wall. 9. 4' diameter perforated drain pipe - drain to daylight. Provide 151 felt over drain. Note: Lap bar splices minimum 40 bar diameters. ..I��ot� it C C: �Hri • 3 � • �5 f �4 u ��� � L41.0 r l -1O 4-7 ... _ '1 —• %�� ��a • � 3 �.. !� moi:/- ._ _ -i I ' i { .. L �. -. •• t -� - +.a.�.�._r _�. r _`_ - ,_ ._ 1_�-r-._-- �.�.-,+r...,y�J.. i��.rl t+-. « _, .i -+• -. ._+4•�._r�_f �_:iw. -ter �.. F ._. � ..4 _ _ .. l «_ tcY3 ,I D� tv = (/��Z t Y�z) f Za -� �-zo /ALF. 67- 5.�� ., 67- 119 C C F1u5l- K,,e4to", Lipo I • ! c-0. 0, 6&1Z f 1p �Y Y 3 (Lo i 3 1 ...--+ .. go ilk C -1 5 / L) n (� ✓ T7�L.0 ee" r.•1 ✓ `G. (/ l Ci —s C`c Q-- �����('6/Z) + (6)(4SCCV) L7 �Z ; sS Z- 110 o T'o f - b' - - -�2Z s .C�����f;,5:sz� Yfr.:(�!z)Cks-d) � •-g.3.<� .. � �- _ . -. _. ;_ . _ _ . s Y 4 ` �..+ , .a...r.Y- _ ..•.._ .. ..'� a -. � - ..nil �'A-a.�. .f -- 4�r A. � r •. r .. .. �7r ..- wwt - Y- ... .... it • •�. - �r . ..t.. 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K ,:.�,.••, 1 , ,y c C- r 1 0-7 PS, w = Go -4, 90 PL -t— / Z g ( 1 360) Leb le W-0 = 8 Z.-724 .«-'r-•--»+_ --•- .'$..ter .. ........ i:..,._.-- �..........�..s....,..r v r...r.. +.�.}, .. -', - r7. a,.R..�T l:' ,e» �� .► .. «_...r �_....,...-----•— :............w...-.....»- � _-....._....._...�...p._ �.�..�...�, f .. � ...,. ... _ �, T_.,3.. - � ....;+.a...:}rig,.-.. 41 1 . % I p�) +uci1 =aJU 6j -(,/z 4..1)(-y'0) - azo C 0-0-L /2Q< tic-) ` 1 1 I� A5* yi L!• Al C i6 &�4�0re— 70t. ted.e A^I UP�cz I.�VEI� 16 0 MAI 4 � Svr.:l. WJ(od (! 5 i &J — — �j 14`' E�ASE*-1 P -t4 T Lz Npl 61 16 0 3sYGou suv. � -l��k i.rescax .i.:.., x ..�(..ti r •..::.i. •ue.xr .ex ...wss:�.�:caz :.a�+r,.._ u±..,:... .. ,,.�.»• _ ..+'.^�,i 7f+=•J'4.,vY-✓`t.+rNr"'n'« J.�"u F:el+s'�!.;�,',..�'4 �wf ,,N'�...hr°�"�` ,;� ,�wa.�teR: p:.. ,.:.���+i1t���,,.,are*'vr.�x^.� `:,,.,��yro.,>.,,,,�,....;� � i CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page,:,l CF -1R Project Title.......... The Rumore Residence Date......... 06/09/94 Project Address........ Flodin's Court Forest Ranch Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522, Compliance%Method...... MICROPAS4 by Enercomp, Inc. Climate • Zone...-.%...... ~11: Plan Check Date. Field Check/ Date MICROPAS4 v4.02 File -94159S Wth-CTZ11S92 Program- FORM -,�.CF-1R ,.. 'User#-MP1333 User -Energy Calculation Svcs.- Run -3973 SF, -Residence` GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... ' Y v 3941 sf • Single Family Detached.. New 'Front Facing 90 deg (E)- 1 3 Slab On Grade (Package D) BUILDING SHELL INSULATION Component Insulation Assembly Type R --value U -Value Wall [R-19 0.065 Wall Rin -/,a 0.104 Roof R-30 0.031 Floor R -1A 0.037 SlabEdge R`0 0.900 SlabEdge R-0 0.720 U_ Value 0 1550 01550 01520 0 15;7,0 01570 0!520 0.550 0.157 ' 0 0 .550 0.520 0.500 0 1550 0:570 0:550 0:570 0'.500 O'.520 0:550 0550 Location/Comments y�? ..r FRONT, LEFT, KNEE WALL,..BACK, RIGHT EXP. RET. WALL ATTIC, VAULT, VAULTED TRUSS RAISED FLOOR BASEMENT BASEMENT FENESTRATION # of Interior Over- Pan- Shading/ Exterior hang/,Framing es Description Shading Fins Type 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Drapes.Std None None Wood Drapes.Std None Yes Wood Drapes.Std None Yes Wood, Drapes.Std None Yes Wood. Drapes.Std None Yes Glz<50o Drapes.Std None ,None Wood Drapes.Std None -,'Yes CWbbd Drapes.Std None_ Wood Drapes.Std- None � ne Wood Drapes.Std None es Wood Drapes.Std Noie �� Yes Wood Drapes.Std �T©:ne o vl s Wood Drapes.Std ,eNone<- s Wood Drapes.Std N,vn one Wood Drapes Std . ��- Siie 0 None Wood Drapes-. Std 0IV`None.. None Wood Drapes . Std`)N�,,,Y N None Wood .Drapes. Std ,' N e Yes Wood Drapes.Std None None Wgod� Area Orientation (sf) Window Front (E). 26.0 Window Front (E)f 87.3 Window Front (E), 40.0 Door Front (E)•" 20.0 Door Front (E), 20.0 Window Front (E) 50.5 Window Left (S) 30.8 Door Left (S) 20.0 Window Left (S)v 27.0 Window Left (S) 12.0 Window Back (W) 73.4 Window Back (W) 56.0 Door Back (W), 20.0 Window Back (W) 124.9 Door Back (W) 20.0 Window Back (W) 112.7 Window Back (W) 13.0 Window Right (N) 15.8 Window Right (N)' 56.0 U_ Value 0 1550 01550 01520 0 15;7,0 01570 0!520 0.550 0.157 ' 0 0 .550 0.520 0.500 0 1550 0:570 0:550 0:570 0'.500 O'.520 0:550 0550 Location/Comments y�? ..r FRONT, LEFT, KNEE WALL,..BACK, RIGHT EXP. RET. WALL ATTIC, VAULT, VAULTED TRUSS RAISED FLOOR BASEMENT BASEMENT FENESTRATION # of Interior Over- Pan- Shading/ Exterior hang/,Framing es Description Shading Fins Type 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Drapes.Std None None Wood Drapes.Std None Yes Wood Drapes.Std None Yes Wood, Drapes.Std None Yes Wood. Drapes.Std None Yes Glz<50o Drapes.Std None ,None Wood Drapes.Std None -,'Yes CWbbd Drapes.Std None_ Wood Drapes.Std- None � ne Wood Drapes.Std None es Wood Drapes.Std Noie �� Yes Wood Drapes.Std �T©:ne o vl s Wood Drapes.Std ,eNone<- s Wood Drapes.Std N,vn one Wood Drapes Std . ��- Siie 0 None Wood Drapes-. Std 0IV`None.. None Wood Drapes . Std`)N�,,,Y N None Wood .Drapes. Std ,' N e Yes Wood Drapes.Std None None Wgod� 'y. .,_ jai .�. a.i.:waa. ;.c%.:. r.A .•..,L ...ar..waa...c.: l.8 .u.•.d � .x ..:... aL t:' .. �... .�.. L]Y:,.. v. ,_. M,. .cw..>..(a....W.s�. ., .r .,s"• .�.... .......�..... ��.t��H•. '°"*`~'��':�. :Y',a� •��� t.t...+�... ,,ifs" `M.•,ti yam'"{rte .,� .w nt�.i•+••.�a`r �P�''r+fti},.�'r�' '�i�",,"".r'�o'w...r�.. A CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The Rumore Residence Date........ 06/09/94 MICROPAS4 v4.02 File -94159S Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3973 SF Residence Area U_ Orientation -(sf) Value Window Right (N) X12.0 0.520 Skylight Front (E) 16.0 0.800 FENESTRATION # of Interior Pan- Shading/ es Description Over - Exterior hang/ Framing Shading :,Fins Type 2 Drapes.Std None Yes Wood 2 None None .None Metal THERMAL MASS Area Thickness Type Exposed (sf) (in) Location/Comments InteriorHorz Yes 216 0.8 DININ.ROOM InteriorHorz Yes 31 4.0 HEARTH InteriorHorz Yes 834 1.0 ENTRY/UTIL./KIT./BATHS InteriorVert Yes 184 1.0 SHOWER ENLOSURE- SlabOnGrade Yes 250 4.0 BASEMENT-ENTRY/BATHS SlabOnGrade No 1190 4.0 BASEMENT -TYPICAL BelowGrade No 498 6.0 RETAINING WALL ExteriorVert- No 43 6.0 TO EXTERIOR AT.BASEMENT HVAC SYSTEMS Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Gas0.920 AFUE Crawlspace R-4.2 Setback AirCond 1`0.20 SEER Crawlspace R-4.2 Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value storage Gas i �Re6 circ/TimerAj 1 �� 50 f—R-6� SPECIAL FEATURES/REMARKS As Per CEC standards, stairs are counted at each level when determining square footage. t..:v ::542.a.t w t o .iiu:.:c�..�._... ..<:c,�... .. ... ... ..� , .....� ... ..�:_. ..,...,.w +,n.0 i..ut...o:.1e�}.�..'v...c.. .:.... �..:.:.:...c...,.:�L....::r.<.d.,:,cc,G..<,.._. ..c..�. .. '.., ....,.., _... _.......... . �rvu� = • �• •,,mow • ' a...+ "' Y� 1 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page,3 CF -1R Project.Title.......... The Rumore Residence Date........ 06/09/94 MICROPAS4 v4.02 File -941595 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3973 SF Residence COMPLIANCE STATEMENT -This certificate of compliance•lists"the building features -and performance specifications needed to comply with Title -24, Parts 1. and. 6 of the California Code of Regulations, and the administrative.•regulations to implement them. This certificate has been signed by the individual with 'overall design responsibility. When this certificate of -..:...,compliance is submitted for a single building plan to be built in multiple orientations, --any shading feature that is varied is indicated in the -Special Features/ 'Remarks section. DESIGNER or OWNER Name.... Gregory A. Peitz Company. Architect Address. 1907 Mangrove Ave. STE E Chico, CA 95926 Phone... (916) 894-5719 License. e- Z( 7 Signed.. � f: wF ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. ate DOCUMENTATION*AUTHOR Name.... Marty Runnells Company. Energy Calculation Svcs. Address. 1907 Mangrove Ave. Ste D Chico, California 95926 Phone... (916) 894-8466'/ 246-9522 .. - - .-..:Si. 3...:rauau.i..1a ..:i! ✓ L:...w n....ww .'r .,L.�... a-.: -.�: a,f.:b+a hw:.�r.:�iAa� .ua..i&.•tt '.G,e�e�.q Lam: a i1.iS�L..✓Y...la:�+� Yrc. .tee ....�..u�.t...."'.' — .. ,, , ar....,+r+aw■w9 asf `' „r�yW"�'"' „�n.'In'•�.sij �� y... rrr+"r��rtn`.`.' .�.., a,Nnea;, N,r,.e • ,+,y�"°v �i .'. �..,��++r+a'°M`'wa�as .� Ee- •7iJ n"' +L�c.a.Mew"vw:ww.. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page:•1 MF -1R Project Title.......... The Rumore Residence Date........ 06/09/94 Project Address........ Flodin's Court Forest Ranch Documentation Author... Marty Runnells Building Permit Company.......... .. Energy Calculation Svcs. Telephone.............. (916) 894-8466 / 246-9522 Plan Check Date Compliance Method.......MICROPAS4 by Enercomp, -Inc. Climate -zone .............. 11 Field Check/ Date MICROPAS4 v4.02, File -94159S Wth-CTZ11S92 Program-FORM°MF-1R User#-MP1333 User -Energy Calculation Svcs. Run -3973 SF -:Residence i -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- *150(a): Minimum R-19 ceiling insulation. er ment 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls V (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. V 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. A 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all joints / and penetrations caulked and sealed. V 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. NIA - 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. 1� .. � �... '.ir.. ' iia:,... - `.:. ✓ x ...n �.'., •... : ' .<:�i:;z'::,.•;,;;:::.Y.:.a ...:.,.:: �. ,.i ^iL'. tX1;'�.a:.e. ,.,:. "' ,t . �..—•..�_..;....�....c.: ,... `' �:;.M.«�«r.ay;9,yiy� �,ry`!�+ -"��ww ; .,,wr .,, rdw.+ ...�^�'. �.u. �.1�"`y, , .Re�"y , ..,�, � ah, • . t �i°"�`�Y,+ '. . ,+i"1f; rt . MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page'.'2 MF -1R Project Title.......... The Rumore Residence Date........ 06/09/94 MICROPAS4 v4.02 File -94159S Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Svcs. Run -3973 SF. -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.•.'c% backup solar hot water tanks) have insulation blanket '(R-1:2 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 78o 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.).,. J J 66 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. V .ir u...v.:.:uL. xo•.ue�..foul.E.-:3+1r.:./J:.a'•.�i�..u-...i.:.f.....�..tiu'.......rw.•w.ea.awl...w..f.i.e..�e•w.rWC��.t.J.fii4[4uei4'.'.�.i..��u..�..JL,J•.e�.. •..w�,myry' w•ff'r�,ru . W: "�Ji' ���,,+rtr�uN�lw,.. �,Kry,ew�f�w,wtilYd!P/��FNYh,/,•� .....a ....�..r:. .a.�.aw.Y �, �,rsw,ra,.,'35sLlR �.1.»f. ufutl�.. M - -3 _�W. ... }�fl` �'{�'4.A�. ��^:1 r,W�he 7,1I" � .. .... .... ...�....... .... ...w^"�'�,wrf4 afAa^r� ,W+'awt. 10.31 11.44 -1.13 Water Heating.......... 6.63 7.21 -0.58 Total 30.30 29.92 0.38 COMPUTER METHOD SUMMARY with Computer.Performance.**.* Page. -1 C -2R Project Title.......... The Rumore Residence Date..,....... 06/09/94 Project Address........ Flodin s Court Forest Ranch Documentation Author... Marty Runnells Company ................ Energy Calculation Svcs. Telephone.............. (916) 894-8466 / 246-9522 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone ............. 11 Fie C ec Date MICROPAS4 v4.02 File -94159S Wth-CTZ11S92 Program-FORM::C-2R User#-MP1333 User -Energy Calculation Svcs. Run -3973 SF,t,Residence Zone Type Energy Use (kBtu/sf-yr) MICROPAS4 ENERGY USE SUMMARY Standard Design Proposed Compliance Design Margin Space Heating.......... 13.36 11.27 ..2.09 Space Cooling.......... 10.31 11.44 -1.13 Water Heating.......... 6.63 7.21 -0.58 Total 30.30 29.92 0.38 *** Building complies with Computer.Performance.**.* HOUSE Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Building Stories. Weather Data Type.......... Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area......... Glazing Percentage......... Average Ceiling Height..... 3941 sf Single Family Detached. New Front Facing 90 deg (E) 1 3 ReducedYear Slab On Grade 1 38206 cf 2176 sf 2176 sf 1440 sf 21.7 % of FA 9.7 ft BUILDING ZONE INFORMATION Floor Area Volume (sf) (cf) 3941 38206 (Package D) # of Dwell Cond- Thermostat Units itioned Type Vent Special Height Vent Area (ft) (sf) 1.00 Yes Setback 8.0 n/a '���L•:. }. G'.ti S:awi::.:Ct�i.1'......vs,.wtu -. ._.n h. ,..i.1 '..L...... �.. _.....n+�..Jv L .....;. nlifw.....i,.,.va n..xc.., L.t r.: aac.......+.......... L .... d....,...ur.. .. _� .... ��. ,. .......,......., ..� .: �y... ' .< +�` WI MAC"' p. . I .�i n. .tM1M r�..� • .01 COMPUTER METHOD SUMMARY Page 2 C -2R Project Title.......... The Rumore Residence Date........ 06/09/94 MICROPAS4 v4.02 File -941595 Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3973 SF Residence OPAQUE SURFACES HOUSE 12 SlabEdge 13 SlabEdge Surface 10 0.900 R-0 No BASEMENT 93 0.720 R-0 No BASEMENT FENESTRATION SURFACES # of Area Pan- Frame (sf) es Type Vent SC Open U- Act Glass Type value Azm Tlt Only SC Interior Int Shading/ Shade Description HOUSE 1 Window 8.0 Area U- Insul Act 90 Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 0.88 0.78 Drapes.Std 3 Window 37.5 2 Wood 1 Wall 734 0.065 R-19 90 90 Yes None FRONT 2 Wall 686 0.065 R-19 180 90 Yes None LEFT .3 Wall 48 0.065 R-19 180 90 Yes None KNEE WALL 4 Wall 932 0.065 R-19 270 90 Yes None, BACK 5 Wall 690 0.065 R-19 0 90 Yes None RIGHT 7 Roof 1296 0.031 R-30 0 0 Yes None ATTIC 8 Roof 269 0.031 R-30 180 19 Yes None VAULT 9 Roof 269 0.031 R-30 0 19 Yes None VAULT 10 Roof 364 0.031 R-30 90 14 Yes None VAULTED TRUSS 11 Floor 736 0.037 R-19 0 0 No None RAISED FLOOR 8 ExteriorVert (Thermal Mass) 12 Window 3.8 2 Wood Hinged 6 Wall 43 0.104 R-n/a 0 90 Yes None EXP. RET. WALL Wood Hinged 0.550 180 PERIMETER LOSSES 0.88 0.78 Drapes.Std 14 Length 20.0 F2 Insul Solar 0.570 180 90 Surface 0.78 (ft) Factor R-val Gains Location/Comments HOUSE 12 SlabEdge 13 SlabEdge Surface 10 0.900 R-0 No BASEMENT 93 0.720 R-0 No BASEMENT FENESTRATION SURFACES # of Area Pan- Frame (sf) es Type Vent SC Open U- Act Glass Type value Azm Tlt Only SC Interior Int Shading/ Shade Description HOUSE 1 Window 8.0 2 Wood Hinged 0.550 90 90 0.88 0.78 Drapes.Std 2 Window 18.0 2 Wood Hinged 0.550 90 90 0.88 0.78 Drapes.Std 3 Window 37.5 2 Wood Hinged 0.550 90 90 0.88 0.78 Drapes.Std 4 Window 20.0 2 Wood Fixed 0.520 90, 90 0.88 0.78 Drapes.Std 5 Door* 20.0 2 Wood Hinged 0.570 90 90 0.88 0.78 Drapes.Std 6 Window 20.0 2 Wood Fixed 0.520 90 90 0.88 0.78 Drapes.Std 7 Window 37.5 2 Wood Hinged 0.550 90 90 0.88.0.78 Drapes.Std 8 Door 20.0 2 Glz<50% Hinged 0.570 90 90 0.88 0.78 Drapes.Std 9 Window 12.3 2 Wood Hinged 0.550 90 90 0.88 0.78 Drapes.Std 10 Window 37.5 2 Wood Fixed 0.520 90 90 0.88 0.78 Drapes.Std 11 Window 13.0 2 Wood Fixed 0.520 90 90 0.88 0.78 Drapes.Std 12 Window 3.8 2 Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 13 Window 15.0 2 Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 14 Door 20.0 2 Wood Hinged 0.570 180 90 0.88 0.78 Drapes.Std 15 Window 27.0 2 Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 16 Window 12.0 2 Wood Fixed 0.520 18.0 90 0.88 0.,78 Drapes.Std 17 Window 12.0 2 Wood Hinged 0.550 180 90 0.88 0.78 Drapes.Std 18 Window 33.4 2 Wood Slider 0.500 270 90 0.88 0.78 Drapes.Std 19 Window 9.0 2 Wood Hinged 0.550 270 90 0.88 0.78 Drapes.Std 20 Door 20.0 2 Wood Hinged 0.570 270 90 0.88 0.78 Drapes.Std 21 Window 20.0 2 Wood Hinged 0.550 270 90 0.88 0.78 i-- Drapes.Std .......:oaa_�. / ;x .:�... , .<:a..?.1. ""' .:.•. tee.., .ws_..Lsa .�, , ..... ,.... «.. • ...z.....++.• .. ..... .. ,� ' iry x*� i , y+•--+"y�'yr"w"""'�v,r. +.ra,.��,,..w,,.r" - 'i.�... A:�" err - ,yM''• .. ,. ...1 ��`��..I.. . .y. ..I�"W^-. . ,.r+"""a"L4�+1� COMPUTER METHOD SUMMARY Page 3 C -2R Proiect Title.......... The Rumore Residence Date........ 06/09/94 MICROPAS4 v4.02 File -94159S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3973 SF.Residence FENESTRATION SURFACES # of Vent SC SC '_�'Interior Area Pan- Frame Open U- Act G1ass.Int ,Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade -Description 22`Window 40.0 2 Wood Slider 0.500 270 90 0.88 0.78,:Drapes.Std 23 Window 8.8 2 Wood Hinged 0.550 270 90 0.88 0.78'Drapes.Std 24'Window 12.3 2 Wood Hinged 0.550 270 90 0.88 0.78.•Drapes.Std 25 Window 27.0 2 Wood Hinged 0.550 270 90 0.88 0.78;Drapes.Std 26 Door 20.0 2 Wood Hinged 0.570 270 90 0.88 0.78°Drapes.Std 27'Window 27.0 2 Wood Hinged 0.550 270 90 0.88 0.78..Drapes.Std 28 Window 41.0 2 Wood Hinged 0.550 270 90 0.88 0.78'Drapes.Std 29 Window 15.8 2 Wood Hinged 0.550 270 90 0.88 0.78 Drapes.Std 30 Window 56.0 2 Wood Slider 0.500 270 90 0.88 0.78 Drapes.Std 31 Window 10.0 2 Wood Hinged 0.550 270 90 0.88 '0.78 'Drapes.Std 32 Window 10.0 2 Wood Hinged 0.550 270 90 0.88 0.78 Drapes.Std 33 Window 56.7 2 Wood Slider 0.500 270 90 0.88 0.78 Drapes.Std 34 Window 13.0 2 Wood Fixed 0.520 270 90 0.88 0.78 Drapes.Std 35 Window 3.8 2 Wood Hinged 0.550 0 90 0.88 0.78 Drapes.Std 36 Window 14.0 2 Wood Hinged 0.550 0 90 0.88.0.78 Drapes.Std 37 Window 27.0 2 Wood Hinged 0.550 0 90 0.88 0.78 Drapes.Std 38 Window 15.0 2 Wood Hinged 0.550 0 90 0.88 0.78.Drapes.Std 39 Window 12.0 2 Wood Hinged 0.550 0 90 0.88 0.78•Drapes.Std 40 Window 12.0 2 Wood Fixed 0.520 0 90 0.88 0.78 Drapes.Std 41 Skylight 8.0 2 Metal Fixed 0.800 90 14 0.88 1.00•None 42 Skylight 8.0 2 Metal Fixed 0.800 90 14 0.88 1.00 None 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 3 Window 37.5 5 n/a 9 0 n/a n/a n/a n/a n/a n/a n/a n/a 4 Window. 20.0 6.67 n/a 9 0 n/a n/a n/a n/a n/a n/a n/a n/a 5 Door 20.0 6.67 n/a 9 0 n/a n/a n/a n/a n/a n/a n/a n/a 6 Window 20.0 6.67 n/a 9 0 n/a n/a n/a n/a n/a n/a n/a n/a 7 Window 37.5 5 n/a 9 0 n/a n/a n/a n/a n/a n/a n/a n/a 8 Door 20.0 6.67 n/a 17 0 n/a n/a n/a n/a n/a n/a n/a n/a 9 Window 12.3 3.5 3.5 5 0 0 5 n/a n/a n/a n/a n/a n/a 12 Window 3.8 1.5 n/a 18 2 n/a n/a n/a n/a n/a n/a n/a n/a 13 Window 15.0 5 n/a 9 0 n/a n/a n/a n/a n/a n/a n/a n/a 14 Door 20.0 3 n/a 14 0 n/a n/a n/a n/a n/an/a n/a n/a 16 Window 12.0 4 n/a 1 .5 n/a n/a n/a n/a n/a ,n/a n/a n/a 17 Window 12.0 4 n/a 1 .5 n/a n/a n/a n/a n/a n/a n/a n/a 18 Window 33.4 6.67 n/a 8 2 n/a n/a n/a n/a n/a n/a n/a n/a 19 Window 9.0 3 n/a 8 2 n/a n/a n/a n/a n/a n/a n/a n/a 20 Door 20.0 6.67 n/a 8 2 n/a n/a n/a n/a n/a n/a n/a n/a 21 Window 20.0 4 n/a 8 2 n/a n/a n/a n/a n/a n/a n/a n/a 22 Window 40.0 6.67 n/a 8 2 n/a n/a n/a n/a n/a. n/a n/a n/a 27 Window 27.0 3 n/a 3.25 2 n/a n/a n/a n/a n/a n/a n/a n/a 35 Window 3.8 1.5 n/a 20.3 2 n/a n/a n/a n/a n/a n/a n/a n/a 39 Window 12.0 4 n/a 1 .5 n/a n/a n/a n/a n/a n/a n/a n/a 40 Window 12.0 4 n/a 1 .5 n/a n/a n/a n/a n/a n/a n/a n/a •cc<..Ca :� - ......_. ah+- .:.. - -.:. ._.... .=.ar..:........a.ur (. :'v: nt�r �' �.l' :v�✓s.[ ,. C..e peal. l .', .. .. <_ _ .. , L• ::_..a .. • •..-........ .... _.. J'0I*.y1H W14'Yf i2M'�� iN i^". _`f, r ,M - ���w�N'��...w." x�am»�' s wNrMr�"'M't r.. . y �f..w.µ�r/fa'r'�uti'a'e«�as+, r..a.wN✓+1'��f �Ita.»'s �..'�rn�r.re.*+wlw.r.. .. s,..+ COMPUTER METHOD SUMMARY Page -4 C -2R Project Title.......... The Rumore Residence Date........ 06/09/94 MICROPAS4 v4.02 File -94159S Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Svcs. Run -3973 SF Residence THERMAL MASS Area .Thick Heat Conduct- Surface'-. Mass Type (sf) (in) Cap ivity R -value Location/.Comments HOUSE 1 InteriorHorz 216 0.8 14.0 0.09 R-0.0 DININ.ROOM.,, 2 InteriorHorz 31 4.0 28.0 0.59 R-0.0 HEARTH 3 InteriorHorz 834 1.0., 24.0 0.67 R-0.0 ENTRY/UTIL:%KIT./BATHS 4 InteriorVert 184 1.0 24.0 0.67 R-0.0. SHOWER.ENLOSURE 5 SlabOnGrade 250 4.0 28.0 0.98' R-0.0 BASEMENT-ENTRY/BATHS 6 S1abOnGrade 1190 4.0 28.0 0.98 R-2.0 BASEMENT -TYPICAL 7 BelowGrade 498 6.0 28.0 0.98 R-8.0 RETAINING -WALL 8 ExteriorVert 43 6.0 28.0 0.98 R-8.0 TO EXTERIOR AT BASEMENT HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE - Gas 0.920 AFUE Crawlspace R-4.2 0.880 AirCond 10.20 SEER Crawlspace R-4.2 0.910 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Recirc/Timer 1 .60 50 R-6 SPECIAL FEATURES/REMARKS As Per CEC standards, stairs are counted at each level when determining square footage. • f.,/.42'�':. ...-..�,. v..4A y _ ..� ^...... r ..•. ` ' �Au qW. ��` �..r �M h....s........ ��'i "M'�iawiMih7 T�..�... P� �6ybia.w•`.''" .^r • 'i.a u.�� . HVAC SIZING Page -.1 HVAC Project -Title.......... The Rumore Residence Date........ 06/09/94 Project Address........ Flodin's Court Forest Ranch Documentation Author... Marty Runnells Building Permit Company .............. Energy Calculation Svcs. Telephone .............. (916) 894-8466 / 246-9522. P an.0 ec Date Compliance Method...... MICROPAS4 by Enercomp,-Inc. I Fie C ec Date Climate Zone........... MICROPAS4 v4.02 File -941595 Wth-CTZ11S92 Program-HVAC•.SIZING User#-MP1333 User -Energy Calculation Svcs. Run -3973 SF..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....... Description 3941 sf 38206 cf Front Facing 90 deg (E) PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY Heating Cooling (Btuh) (Btuh) . Opaque Conduction and Solar...... 15067 6750 Glazing Conduction ............... 18490 9707 Glazing Solar .................... n/a 22141 Infiltration ..................... 21732 6557 Internal Gain .................... n/a 2100 Ducts ............................ 5529 2363 Sensible Load .................... Latent Load ...................... 60817 n/a 49617 9923 Minimum Total Load 60817 59541 Note: The loads shown are only one of the criteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. ssN%l CO Jim Crane P.O. Box 173 Forest Ranch, CA 95942 Dear Mr. Crane: �utte Count, DEPARTMENT OF PUBLIC WORKS WILLIAM (Bill) CHEFF, Director 7 COUNTY CENTER DRIVE -f= OROVILLE, CALIFORNIA 95965 TELEPHONE: (916) 538-7681 FAX: (916) 538-2140 RONALD D. McELROY September 30, 1993 Deputy Director Re: Abandonment - Six Foot PUE Lots 3 & 4, Flodin Subdivision Unit No. 1. A.P. 63-35-3 & 4 Pursuant to the September 8, 1993 letter from Paul and Jan Rumore and S.A. Bolar concerning the "above noted abandonment, please complete the following on the enclosed petition for abandonment. 1. Obtain signatures and, addresses of adjoining property owners who may have an interest in said public easement, plus other property owners in the area, totaling five or more. 2. Date petition. We need letters from all utility companies stating they no longer need said easement Submit a check to this office in the sum of Six Hundred & Ninety Dollars ($690.00) made out to the Butte County Treasurer. If we can be of further assistance, please notify this office. WC:ss Encl. cc: 4pping w/o encl. ldg. Dept. w/o encl. Very truly yours, Original signed by William Cheff William Cheff Director of Public Works eaua* R3uctbe OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: John Osborne ADDRESS: 1661 Forest Ave. #139 CITY & STATE: Chico CA 95928 IMPORTANT: October 6, 1992 SEE INSTRUCTIONS DATE OF CLAIM: ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE I DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT !Owner has decided not to do work. Permit #92-2277B,P,E,M, I I IAP#063-35-0-004, Receipt #117507, dated 6/30/92. f I Notal Permit Fees Paid --------------------------------- $1333.00 e -------- Retain Building Permit Filing Fee -------- $15-00 Retain Retain Plumbing Permit Filing Fee-------- 15.00 ' (Retain Electrical Permit Filing Fee------ 15.00 I Retain Mechanical Permit Filing Fee------ 15.00 Total Permit Fees Retained----------------------------- 60.00 TOTAL REFUND DUE --------------------------------------- $1273.00 I Total Sheriff's Fees Paid ------------------------------- $360.00 ITotal FPpC Rpt-nined--------- -------------------------------n nn ;TOTAL REFUND DUE ---------------------------------------- $360.00 I I i Total Refund Due For Permit & Sheriff's Fees ------------------ IgJAL---------- $1633'00 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true and correctY as stated. Jf� Dated this .........;L. L`........... day of .. (�Si, .�............ ig .�:� at ..........�r..:.i:1 :.L'i Calif. ..... ,.i ::�!.�1: YC..`f.J.................. t_J Signature of Claimant I. the undersigned• hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and that there is a Budget Appropriation F—I or Specific Board Approval 1-1 (Check one) for the same. Dated this„,,,,,,Vth................... day of .October 19 .92, at Oroville Callf. eP rtment Head or Authorized Dept. 440-002 Ezp, 421UJUU ConsV Permits Code ......(FZ}f}='f1(] .................. Code .....1.ff+'2+(a.......................PAYABLE FROM .......S+IPr'1.f...D” .1.0I?i8@2 t...FeL_S................ FOND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. 0 r/I 4N- v�f o� �9 wc.l. L� , ,n,, � f— tee- -u-�-� ar-- 1 s Steed bl u 3 - 3 Sco - o o C4 �� N ( Z Ak (R*O LAIC(c et s 0 Q S ref & ib COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. 92-2277 ASSESSOR PARCEL NUMBER 063-35-0-004 ZONING TM5 BUILDING PERMIT OWNER OH DD E AWN OSBORNE JOHN TELEPHONE 343-2913 S0. FT. OCC.1 BUILDING VALUATION 1885 R 101,790 OWNER'S MAILING 1661 FOREST AVE #139, CHICO, CA 95926 459 M 8,262 CONTRACTOR'S NAME WILLIAM WAKEFIELD TELEPHONE 170 C 2,2110 120 0 840 CONTRACTOR'S MAILING ADDRESS Fireplace I A 1,500 CONSTRUCTION LENDER UNKNOWN Total Valuation $ 114,602 Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 325.00 Energy Plan Checking Fee $ 20,00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS4631 FLODIN'S CT. FOREST RANCH Permit tee $ 1010.00 PLUMBING PERMIT Filing Fee 15.00 Each Trap 11 5.00 55,00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 4 NAME FLODIN PARCEL MAP 108-77 Water piping 7.00 7.00 Each qas water heater or vent 7.00 71.00 USE OF STRUCTURE SFR Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5-005.00 Building sewer 15.001 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK NewX4 Addition [I Remodel❑ Utilities Installation[] Other❑ Describe work: 3BR Permit Fee $ 104.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600VORLESS j$,50 200A OR LESS 18.57 _ Main service 200ATO1oo0A> 37.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the BUST BSS and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered - �fsale. (Sec. 7044) Imo' 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 NEWCONST. (DWELLING oR ADDN5. 1 BLDGS. DWELLING OCCUP.&� 3.64 sq.ft. 82.50 NE W CONSTR ULTI.OUT LET @ 5.00 NON.RESID BRANCH CIRC1T5 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 @ 76d FIXED APLNS. Ex. Occup. OUTLETS (RESID )REAJ I 3.00 Temporary service 15.001 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 '15.00 Permit Fee $ - 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. G211,I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 1 15.00 Heating 9,00 DUAL Cooling 3T 9.00 Hood 6.50 6.50 Ventilation 2 4.50 9.00 - permit Fee $ 48.50 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 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 C nt in consequence of the granting of this permit. X11Date �f2 - 30 -- 72 si721_ gn t re of Applicant - Owner L� I Contrcctor ❑ Agent ❑ An OSHA ion of structures toverr3gstoriesoinehe excavations over 5'0" deep and demolition or construct- Mobile Home Installation Fee $ Energy Inspection Fee $ 40.00 OCC CONST TYPE I TOTAL FEE $ 133300 I HAz DFEES IMP FLOOD CDF I PARCEL PDQ HD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. 117507 WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION , " 7 COUNTY CENTER DRIVE - OROVI ECALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER Proposed Building Use Building Inspector Date y At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED OY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ..................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............ . 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . ................. . –7 Statement of Intent for Non -Heated and A/C Buildings. .... .. .... . L/ 8. Engineered truss details and layout in duplicate (required prior to plan check). ... . 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... Feesof$ .......................................... 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13- Flood elevation letter (100 year flood . by Ca,J�fornia Engineer. ..............: 14. Sanitation and plot plan approval�{ 4 (� Health Department. . � 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: ...... _ Contact Land Development about (A) Improvements (B) Drainage. .........::17Z7%� -- 19. Driveway permit (construction approval required prior to occupancy). . . Pre Inspection request 20. Pre -inspection for required. . to Building Inspector foate) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... Owner -Builder Verification (Given to owner Mail to owner ). .......... . 24. Recorded copy of Agricultural Acknowledgement Statement.....'. �— ............ 25. Letter of signature authorization . ......................... :.............. 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ........................................ . 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . .............. . 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... . 33 r 34. W en issue th ermit roc ss as follows: M t wrier. Mail to contractor. Telephon and hold for pickup a� / office. Deliver with inspector. Other 14 Parcel Creation G Acreage Applicant -„•- 1, Date Copy of Haz-Mat form sent Health Dept. `F Copy of plans sent Health Dept. Fire Dept. V Air Pollution Date Other .k ` Date _ The following data must be submitted prior to permit Issuance: (Circlet neew item 1. Index permit for above items No. 2. Additional items required: checked above). Contractor, designer, owner, was advised of above required data by _ phone —mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works TO: Building Department FROM: Encroachment Permit Section RE: Driveway Clearance o n /1)5" roe owner location AP Driveway permit �/'0,kekle has been issued for .the above property. n b ^/ L/2 ��� 0 �1 � �,eN✓i16 / /, 17- &a-A sign re date OWNER COONTY'OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-- TELEPHONE (916)5387541 A.P. NO. PROPOSED'BUILDING USE 1:7 / DATE- 3O REC .- # DATE REC _ Gc�sSchool Distric Fees (paid -at District Office) .., ..... .. ... .. Sheriff Fees (paid at Building Department) Residential ... ....�X:E�0=$ ufiit amt. - Commercial(per sq -ft.) X _$ - . 'sq.ft. amt. 3. Urban Area Fees (paid at Building Department Residential (per unit) X =$ # units amt. Commerical(per sq -ft.) X =$ sq.ft. amt. 4. Recreation District Fees (paid at District Office) .. 5. Drainage District Fees (Contact Land Development) .................... 6. Other 7. 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 -...J.a .��v �.v .Yi.i��� r ti- i.-�s�;�„ -,aY- i��.��.'✓�.. 1y :1.Y�,,, ti -"'i .0 ...w✓'-- i^i�i.'a. ✓we�%� P�r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District _ --__ _ Building Department No. A.P. Number (� t� Jurisdiction [_� 'City Z;I�County Property W IN Property Location/Address _--------_-_ Ir 4 5 Subdivison Lot No. Residential Development [ _� Sq. Footage No. of Living 'MH( Addition (Group R) Units Commercial/Industrial [—_� Sq. Footage 'New Addition (Including Exterior Roofed Areas) Building Department R resentative _ Date (Floor Plans reviewed by School District Personnel) I District Identification No'.e _9�a1 %Q School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) has complied with the requirements of Resolution No. _'y(p�p_/V7 / by payment of $ `2S,36 representing �8p �j — _ square feet. ,School District Representative Date Paid by Check Number ��JRemarks: Bank Number Paid by Cash 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) feeformmkl (4/92) Return to DPW AGRICULTURAL STATEMENT -OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte <permit. y Code requires this acknowledgementrecorded prior. to issuance of a building '].'he property described herein is adjacent to Land or included within an area zoned for agr:i.cul.t.ur.;:ra. purposes, and residents of this property ms:Iy he subject to -incon- vc.,n.i e-nces or discomfort aris-ing from the use of agr:icul.t..uraa chemicals, :including, but not l.imiLed to herbicides, pesticides, and fer!.Jlirers; and from the pursuit or agr.i.cu] Lural operations including, . but not. l :i.m:i l:ed to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has estr_ibl i.sheclLural zones which have as a priority use for productive agricultural purposes, aiid r.es.i.dents within said zones and on adjacent property should be prepared to accept such inconvenience or, discomfort from normal, necessary Farm operations. Ail that r.ea] property situate i -n- the CoLInL y of Butte, State of California, deck r i.bed cis f of lows : V�e-e�✓�c�e-�l -_ Date: 7 ! PROPERTY OWNERS: State of 7-, ) On this the day of �.� 19_`2-, before nlc , ) SS. the udersigned Notary Public, persona..ly appeared County of ) P/7 09 L �fl/ ................................... ❑ Personal] y known to me. Proved to me on the bas.i OFFICIAL SEAL of satisfactory evid.eiic:c. h7r,:AL D L. MULKEY Lo be the person(s) whose name(s) - _ is TE NOTARY subscribed to the within instrument and acknowledged that. � PRINCIPALBTE vOUNTY COUNTY IN ; executed the same .for the purposes therein contained. TN W.PPNLESS BUTo My Commission Expires October 16, 1995 WHEREOF, I hereunto set illy hand and official seal. Present A.P. No.OX,3 3�-{�� _e� Notary P l.-ic DESCRIPTION: 9Z -Z3531 ORDER NO. BU -119625 LP ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLODIN SUBDIVISION UNIT NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1988, IN BOOK 108 OF MAPS, AT PAGES") 76, 77, 78, 79 AND 80. RESERVING THEREFROM THOSE 60 FOOT NON-EXCLUSIVE EASEMENTS FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES, AS SHOWN ON THE MAP REFERRED TO ABOVE. 'PARCEL II• A 60 FOOT NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER LOTS 1 THRU 3, AND 5 THRU 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLODIN SUBDIVISION UNIT NO. 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1988, IN BOOK 108 OF MAPS, AT PAGE(S) 76, 77, 78, 79 AND 80. T` PARCEL III: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES, AS SHOWN ON THAT. CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 20, 1981, IN BOOK 86 OF MAPS, AT PAGE(S) 50 AND 51. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL IV• A NON=EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES OVER PARCEL 3, AS SHOWN ON THAT CERTAIN BOUNDARY LINE MODIFICATION BY PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 13, 1984, IN BOOK 94 OF MAPS, AT PAGE(S) 24 AND 25. END OF DOCUMENT f,r• DESCRIPTION: 9Z -Z3531 ORDER NO. BU -119625 LP ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWS: PARCEL I: LOT 4, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLODIN SUBDIVISION UNIT NO. 1", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1988, IN BOOK 108 OF MAPS, AT PAGES") 76, 77, 78, 79 AND 80. RESERVING THEREFROM THOSE 60 FOOT NON-EXCLUSIVE EASEMENTS FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES, AS SHOWN ON THE MAP REFERRED TO ABOVE. 'PARCEL II• A 60 FOOT NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES OVER LOTS 1 THRU 3, AND 5 THRU 6, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "FLODIN SUBDIVISION UNIT NO. 111, WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON FEBRUARY 26, 1988, IN BOOK 108 OF MAPS, AT PAGE(S) 76, 77, 78, 79 AND 80. T` PARCEL III: A NON-EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND FOR PUBLIC UTILITIES, AS SHOWN ON THAT. CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON OCTOBER 20, 1981, IN BOOK 86 OF MAPS, AT PAGE(S) 50 AND 51. EXCEPTING THEREFROM ALL THAT PORTION LYING WITHIN THE BOUNDS OF PARCEL I, DESCRIBED HEREIN. PARCEL IV• A NON=EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS AND PUBLIC UTILITIES OVER PARCEL 3, AS SHOWN ON THAT CERTAIN BOUNDARY LINE MODIFICATION BY PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 13, 1984, IN BOOK 94 OF MAPS, AT PAGE(S) 24 AND 25. END OF DOCUMENT �. �`'r'_5"" �� v'C`(,--.c�-=�.'.'`'�'`^u'�'r''�o-.�.�sys�,l u-v"'-c^„v'��.`r"�'!.,.rvti.�j'`, - 'L_.T�N'�-z"� ,iti�.� .�. ,.9u= ;..-u+� ✓.,r-" ^. ..r r u Wr _��,w 1,.- .r... .fir COUNTY OF BUTTE CHICO UNIFIED SCHOOL DISTRICT BUILDING DEPT 1163 EAST SEVENTH STREET ®CT 1 4 992 CHICO, (916) 891-3006ALIFORNIA 95928 C.U.S.D. SCHOOL DEVELOPMENT REFUND AGREEMENT Terms and Conditions for obtaining a SCHOOL DEVELOPMENT REFUND pursuant to C.U.S.D. Resolution No. y7/- %,3 I am requesting a SCHOOL DEVELOPMENT REFUND for fees paid on Assessor Parcel No. („ -3- - _1/ represented by C.U.S.D. ID No. for one of the following reasons: I will not be building a residential'unit on this parcel and I have'cancelled my building permit. Credit for demolition of an existing residence.(copy of permit & County Appraisal Report attached) Other Development fee paid Less administrative Total refund $ 1_�9�2e �U fee $ . $ LApplicant Signature ($2.50 per residential unit) Date s Printed Name quc- Address Phone No. (I' i7 // Io ACL % %�'� City/Zip �-- School District Representative ' /Date White_applicant, pink -building department, yellow -school district REFUND.APP B.S. 43 (2/91) BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District Gy� Building Department No. A.P. Number 5� Jurisdiction 0 : City ounty Property Owner .Property Location/Address Subdivison Residential Development No. ofi Living Units Commercial/Industrial Buil ng Department R resentative . 0 MHI New (Floor Plans reviewed by �hool Lot No. 0 Sq. Footage Addition (Group R) 0 Sq. Footage Addition (Including Exterior Roofed Areas) .Date District Identification No. 66 90 Sc ool D strict c rtfies that (Applicant) (Street Address) _ (Phone Number) (City) (State) (Zip Code) . has complied with the requirements of Resolution No. (O�p_ by payment of $ 36 representing �O _ square feet. c � _00 School District Representative Date Paid by Check Number _ ��JRemarks: Bank Number Paid by Cash 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) S TEMEA )f Butfe, S101 ,ed nrop of 11 s substontioll proved oiferc the State of al of said 'ter, :Yp is techicall heft Butia 1227 14 State of Co /98t, the subdivisio ements descry d offered for �ments descrit )ervisiors opp, venue, which � . ,Vicl;ols� the uoord of 1 Pel e undersigned, eared Terry F nce to be the , edged to me th undersiq ;e.d, o ROBERT G. AGEE, JR. :(H.ng=Neer 'or WHEN RECORDS) ME IVI'd MAP LISTED BEIaq COUNTY OF BUTM ) 5S TATE OF CALIFORNIA ) rte, 94-37278 9 `j■ �-037G78I ` Rec. Fee 6.00 1 PPG 3.00 Recorded I Check,, '9.00 Official Records I County of I Butte i Candace J. Grubbs I Recorder I 1:53pm 6 -Sep -94 I PUBL xx 1' CL?TIFICATE Or CORRECTION ROBERT G. AGES JR. (Ndt ame of Engineer or ::ts'veyor) - being,, deposes and says: That the following corrections or additions to the map of FLODIN SUBDIVISION as filed in Book /OB Page s 7F _ 80 G`' SUBDIVISION MAPS in the office of the recorder are rade ty ;.:e in acco: Cance -with -5ecti6n 66+70 of the Jubdivision Nap Act. Note -11 -to -be chonged.to read: (//) kM et^Fire Re-quireme-rts"=Meet the Fire So ee Regu1ations.:o.f�;Bu-1te•County and Public—_ ResoucceGodew4290:0q— Subscribed 90;0 q Subscribed and sworn to before we this day of 1 iq 1.G.3r'r Public ;r, a^. for the County of L'Utte ' St ate of California Certificate of Cc::,t: Sarve;or This is to certify the above ce:t_iicate of correction has been exa fined fo- cozpl.a--,ce with .Secticn 66471 of :,he Subd.i on rap Act. DePUTY County SAM, r RCE N0. I UI'r `ignature of E.- ire6 or eya (RCE Igo. 7647 15 No., 401'01A_ Listed below are the press. -.V fe earners •of property affected bj*' correction or addition. t' Randall D. and Claudia R Rnhhln* Terry A. E. F/odln Ann Paul G. and Janice Donald R. and Debra K. Kellerman' , ,: William Eller JI VT#A �» v L/ rM) OF C)OCUMENT t 1. Ceiling Insulation 2. Wall Insulation Single- Number of stories -76 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 8 6 4 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 0.80 Single- Single - -76 0.50 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 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 24 18 12 3. Raised Floor Imnlation F2 factor 0.90 Insulation in Floor 3 .1 080 -1 Number of stories .0.70 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 -121 -53 -39 -24 0.60 -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 -34 .22 0.20 -13 -21 -14 0.10 -17 -8 .5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -46 -14 -7 Number of stories 7 R -value One Two Three R-0 -11 .7 -5 R-5 -4 -4 3 R-11 -2 -2 .2 R-19 -1 -2 .2 . Slab Edge Insulation -2 4 10 Number of Stories 20 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor 0.90 -4 3 .1 080 -1 .1 0 .0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 S. Infiltration (Air Leakage) 7. Shading (Shade Open) Effective Perseus Glass (Pa cent sla= x SC) Effective Specifiattion Standard Slab Floor Multi Family 0 1 3 4 5 7 8 9 11 12 13 Paints 0 Mass 6. Glass Heat Loss North East South Total Skylight 18 5 U -value 4 Percent na .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 Perseus Glass (Pa cent sla= x SC) Effective suvie. Family Detected 0 3 5 8 10 13 13 12 10 10 10 Slab Floor Multi Family 0 1 3 4 5 7 8 9 11 12 13 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 -4 -2 .0 na = not allowed 10 4.0 3 6 �B. Shading (Shade Closed) 9 10 Effective Pveent Glass 4.5 3 (per lent glass x SC) 10 Effector 11 5.0 4 7 9 %Gins NoM Emst South West SIq,*t 18 -14 -48 -69 -64 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 nor 12 -8 -29 .40 -37 na 11 -7 -26 -36 -33 na 10-6 14 -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 0 2 3 4 3 0 no • not allowed 1.1 PQU 23 -12 9. Interior Thermal Mass Interior suvie. Family Detected 0 3 5 8 10 13 13 12 10 10 10 Slab Floor Multi Family 0 1 3 4 5 7 8 9 11 12 13 Raised Floor Mass SEER Stories 120n' SE or HSPF Stories 2700 /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 2.5 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 Exterior Wali Mass 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.80 2.00 suvie. Family Detected 0 3 5 8 10 13 13 12 10 10 10 Single - Family Attached 0 2 4 6 8 10 12 13 13 12 11 Multi Family 0 1 3 4 5 7 8 9 11 12 13 11. Heating System Water SEER 099 120n' SE or HSPF 2200 2700 (amme; ducts (assumes ducts In aulc) or b to Sum of 1.6 or Type Type 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 0 Effective SE or HSPF 10.0 (SE or HSPF x duct efficiency) 3 3 Effective -25 or -24 to -14 b 1 to 46lo 16 or SE HSPF less -15 -5 +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 6.0 System Type -11 .9 -7 -6 -4 Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst• rn U -value [0.651 Unit Size (sf) % Glass Water SEER 099 120n' '1700 2200 2700 (amme; ducts In attic) or b to Stn of 7-10 or Type Type -25 or -24 b r14 to .4 to +6 to 16 or SEER less -15 -6 +5 +15 more 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 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9 6 AB -12 Effe4tive SEER -7 -6 IG (SEER xduct dAclency) =5 -3 --2 Sam of 7-10 .2 1.7 Effective -25 or -24 to -14 b -4 b +6 b 16 or SEER less -15 .5 +5 +15 more 5.0 -30 -25 -21 .17 -13 -9 6.0 -12 -11 .9 -7 -6 -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 0 Zonal Control Adjustment Solar 14 7 10 8 7 6 4 3 .9 No Cooling System Installed 2 Stories One -5 -4 -4 -3 .2 -2 Two + 3 3 2 2 2 1 Single -Family Detached and Attached Interior Mass/CFA t TYPE IK"s 41.T.UINC-4.71 U -value [0.651 Unit Size (sf) % Glass Water SC 099 120n' '1700 2200 2700 Heater t:redit or b to to or Type Type less 1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 = WSB 5 3 3 2 2 45Y. POU 8 5 4- 3 3 SE None 37 -24 -18 -15 -12 0% Solar -1 . -1 -1 0 - 0 HWR -18 712 -9 -7 -6 X WSB .25 --16 12 -10• -8 (0.72/6.61 POU AB -12 -9 -7 -6 IG None =5 -3 --2 -2 .2 1.7 Solar 7. - 5 4 3 2 32 POU 3 2 i 1 1 IE None -28. -19 Ail -11 -9 0.6 Solar 8 5 4 3 3 2.1 POU -10 -6 --5 " -4 .3 3.5 Multi-Famlly (Individual units) 4 4.2 4.4 4.6 Unit Size (s 5 5.2 Water 20% 699 700 1200 1700 2200 Heater Credit or b to b or Type Type less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR .9 5 3 2 2 3.2 WSB, 9 4 3 2 2 4.7 POU, 9 -5 3 2 2 SE None -45 -23 -15- -11 -9 2.2 Solar 2 1 1 0 0- 3.6 HWR -23 -12 4 -6 '-5 5.1 WSB -25 -13 -8 -6 -5 1.1 PQU 23 -12 -8 3 -5 IG None -8 -4 -3 .2 -2 4 Solar 6 3 2 1 1 5.5 POU 1- .0 0 0 0 IE None 30 -15 -10 -8 :6 28 Solar 18 9 6 4 4 4.3 POU -8 -4 -3 -2 .2 Interior Mass/CFA t TYPE IK"s 41.T.UINC-4.71 U -value [0.651 4o Total Glass (161 % Glass SC Eff. % Glass % TYPE 1 MASS (UIMC 6 4.2. fes exposed slab) = X = X (c y.t.O ._b) X = X % Glass SC Eff. % Glass X = X X = _ X = X = 3570 40% 45Y. So% 55% 80% 6936 70% 75% 80% W. 90% 95% t00Y. 105% 110Y. 115% 120% 125• 0% 5% 10% 15% 20% 2S% 30% Exterior Wall Mass ND . L OR AREA X = SE or HSPF Duct Efficiency 10.78) Effective SE or (0.72/6.61 HSPF 10.5615.151 QY. 0 0.2 0.4 0.6 0.6 1.1 1.3 1.5 1.7 1.9 21 23 2.5 2.7 2.9 32 3.4 3.6 3.6 4 4.2 4.4 4.6 4.8 5 53 MY. 0.2 0.4 0.6 0.6 1 1.2 1.4 1.6 1.9 2.1 13 25 2.7 2.9 3.1 3.3 3.5 17 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 14 21 29 3.1 13 3.S 3.7 3.9 4.1 4.3 4.5 4.8 S 5.2 54 56 30% 0.5 0.7 0.9 1.1 1.4 1.6 1.8 2 2.2 2.4 16 2.8 3 3.2 3.5 17 39 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 So 40Y. 0.7 o.9 1.1 1.3 1.5 1.7 1.9 2.2 14 16 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 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 11 13 15 17 3 32 3.4 3.5 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 12 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 S.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 2.1 2.3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 S 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 5.5 5.7 S.9 6.1 64 70% 1.2 1.4 1.6 1.6 2 2.2 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 11 2.3 15 2.7 3 3.2 14 15 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 80Y. 1.4 1.6 1.8 2 2.2 2.4 16 2.8 3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 S.6 5.8 6 6.2 64 66 85% 1.4 1.7 1.9 2.1 2.3 15 2.7 2.9 3.1 3.3 3.S 3.8 4 4.2 4.4 4.6 4.8 5 5.2 54 5.6 5.9 6.1 6.3 6 5 67 90%' 1.5 1.7 2 2.2 14 16 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 15 17 22 3.1 33 3.5 3.7 34 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 5.8 6 6.2 6.4 6.7 6.9 • 100% 1.7 1.9 2.1 2.3 15 18 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 7 105% 1.8 2 2.2 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 6 8 7 110Y. 1.9 2.1 2.3 2.5 2.7 19 3.1 3.3 3.6 3.6 4 4.2 4.4 4.6 4.8 5 5.2 5.4 S.7 5.9 6.1 6.3 6.5 6.7 6 9 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.S 4.7 4.9 5.1 5.3 5.5 S.7 5.9 6.2 6.4 -6.8 6.8 7 7.2 120% 2 °.3 2.5 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.8 4.8 5 5.2 S.4 5.6 58 6 6.2 6.5 6.7 6.9 7.1 7.3 125% 11 2.3 2.5 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 S.3 5.5 5.7 5.9 Cl 6.3 6.5 6.7 7 7.2 74 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation 2. Wall Insulation 3. Raised Floor Insulation 4. Slab Edge Insulation S. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East c. South d.. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall Mass 11. Heating System Zona) Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating or R -value [381 U -value [0.030) or R -value [ 111 U -value 10.0981 or R -value [ 191 U -value [0.0371 or R -value 10] F2 factor [0.77] Standard Type [double] U -value [0.651 4o Total Glass (161 % Glass SC Eff. % Glass X = X = X - X = X % Glass SC Eff. % Glass X = X X = _ X = X = TYPE 1 MASS AREA a $ COND. FLOOR AREA Interior Mass/CFA TYPE 2 MASS AREA $ Exterior Wall Mass ND . L OR AREA X = SE or HSPF Duct Efficiency 10.78) Effective SE or (0.72/6.61 HSPF 10.5615.151 X = SEER [9.5) Duct Efficiency [0.74] Effective SEER [7.031 Type [SG1 Credit [none] Point Scores 0 Sum 1-6 . Sum7-10 Point To141: ��� Certificate of Compliance: Residential Climate Zone 11 Project Tide , Building Permit M Project Address Checked By / Date Documentation Author Telephone Enforcement Agency Use Only Mandatory Measures Checklist: Residential MF -1R NOTE: Lo -rise residential buildings subject to the Standards must contain these meaWu regardlen of Ute compliance approach used. Items marked with an asterisk (•) may be superseded by mare stringent compliance mquuements 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. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted avenge. §2.5352(b): Lotze fill insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply b exterior mass walls). 12.5352(k): Slab edge insulation - water absorption tate no greater than 03%. water vapor transmission rate no greater than 2.0 perm/inch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and forth. §2-5352(!): Vapor barriers mandatory in Climate Zoites 14 and 16 only. 12.5317: Infiltration/Exfiltradon Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstnpped. all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2-5352(d): Installation of Fueplaees 1. Masonry and factory -built fueplaces have: L Tight fitting. closeable metal or glass door b. Outside au make with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 62-5352(g) and 2.5303: Space conditioning equipment siring: attach calculations. §2-5352(h) and 2-5315: Setback thermoset on all applicable heating systems. ' 12-5316(2): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC. 62.5316(b): Exhaust systems have damper controls. 12.5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters. showerheads and faucets certified by the CEC. §2-53520: Water heater insulation blanket (R.12 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feu of pipes closest to tank insulated (R-3 or greater). 12.5312(Exuption 1): Pipe insulation on steam and steam condensate return dt 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 in ICL Lighting and Appliance Measures 12.5352(i): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathmoms. 62-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(x): Refrigerators. refrigerator -freezers. freezer and fluorescent lamp faallaris certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT - This certificate of compliance lists the btu'lding featum and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chaptrx 2. Subdv#er4. Article 1 of the California Administrative code. 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 purdlaset of the building. Designer - Nan= TUWFWW Address: Telephone: Lk. 0: (signature) (date) Documentation Author Name: Tawl7iirrn: Address: Building Owner Names TitkJFum: Address: Telephone: (si tore) (date) Enforcement Agency Name: Agrstcy: Telephoner Glass Area % Glass BUILDING DATANorth Conditioned Floor Area Number of Stories East Stab/Raised floor Number of Units South [ ] Single Family Detached (SFD) [ ] Addition Alone West [ ] Single Family Attached (SFA) [ ] Existing Building Skylight ght [ ] Multi -Family (MFF) [ ] Existing -Plus -Addition B UII,DING SHELL INSULATION Component Insulation Locaflon/Comments Type R -Value (erotic, to garage, typi: al, atc.j Wall .............. Wall. .......... Roof ............. Roof ............. _ Floor ............. floor ............. _ Slab Edge..... GLAZING Shading Devices Glaring Area Glass Type Interior Exterior Overhang Framing Type Orientation (Sf) (single. double) (nolle: blind. etc.) (ahadescreen. etc.) (yealno) (ma ultwood) North North ( ) East ( ) East ( ) South South ( ) West ( ) West ( ) Skylight....... THERMAL MASS Type/Coverirg Area Thickness (slab/exposed, tile, etc.) (Sf) (inches) Locadon/Description (kitchen, bath, etc.) HVAC SYSTEMS Minimum Duct Type (fttmwz, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pomp) (SE, SEER,HSPF) (attic. etc.) R -Value (Btuh) (or approved equal) Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Special Feature(s) _ SPECIAL FEATURESIREMARKS (Add extra sheets if necessary) Mandatory Measures Checklist: Residential MF -1R NOTE: Lo -rise residential buildings subject to the Standards must contain these meaWu regardlen of Ute compliance approach used. Items marked with an asterisk (•) may be superseded by mare stringent compliance mquuements 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. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures • §2.5352(a): Minimum ceiling insulation R-19 weighted avenge. §2.5352(b): Lotze fill insulation manufacturer's labeled R -Value. • §2.5352(c): Minimum wall insulation in framed walls R-11 weighted average (does not apply b exterior mass walls). 12.5352(k): Slab edge insulation - water absorption tate no greater than 03%. water vapor transmission rate no greater than 2.0 perm/inch. §2.5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and forth. §2-5352(!): Vapor barriers mandatory in Climate Zoites 14 and 16 only. 12.5317: Infiltration/Exfiltradon Controls a Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstnpped. all joints and penetrations caulked and sealed. §2-5352(e): Special infiltration barrier installed to comply with §2-5351 meets CEC quality standards. §2-5352(d): Installation of Fueplaees 1. Masonry and factory -built fueplaces have: L Tight fitting. closeable metal or glass door b. Outside au make with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 62-5352(g) and 2.5303: Space conditioning equipment siring: attach calculations. §2-5352(h) and 2-5315: Setback thermoset on all applicable heating systems. ' 12-5316(2): Ducts constructed. installed and insulated per Chapter 10. 1976 UMC. 62.5316(b): Exhaust systems have damper controls. 12.5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2.5314: HVAC equipment, water heaters. showerheads and faucets certified by the CEC. §2-53520: Water heater insulation blanket (R.12 or greater) or combined interior/exterior insulation (R-16 or greater); fust 5 feu of pipes closest to tank insulated (R-3 or greater). 12.5312(Exuption 1): Pipe insulation on steam and steam condensate return dt 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 in ICL Lighting and Appliance Measures 12.5352(i): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathmoms. 62-5314(c): Gas fired appliances equipped with intermittent ignition devices. §2.5314(x): Refrigerators. refrigerator -freezers. freezer and fluorescent lamp faallaris certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT - This certificate of compliance lists the btu'lding featum and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20. Chaptrx 2. Subdv#er4. Article 1 of the California Administrative code. 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 purdlaset of the building. Designer - Nan= TUWFWW Address: Telephone: Lk. 0: (signature) (date) Documentation Author Name: Tawl7iirrn: Address: Building Owner Names TitkJFum: Address: Telephone: (si tore) (date) Enforcement Agency Name: Agrstcy: Telephoner