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HomeMy WebLinkAbout062-190-009(C 062-19-0-009 95-1869 BPEM HAMMON, John & Roberta 18 Old Mill Road, OR." illo (new single family) I R RESIDENTIAL 062-19-0-009 95-1869 BPEM iHAMMON, John & Roberta 118 Old Mill Road, ORoville (new single family) i /5 170 RAW 1,4 S6 -A l ,3111% i t , OFFICE COPY Address l GAS Meter By� Dato/kv* ELECTRI Meter By Date ELECTICS' Meter Byy � Date/i/ 0 1 f. JOB FINALED (Date) 952 Signature J=OK ` -O'= Not OK = Not Ready MOBILE MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch ` 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L" ft. / /"Nat. or/ /"L"ft./ P'LPG 7. Well Clearance & Disconnect l.y 8. Utility Clearance Date Card -B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s _ 1. Zoning Requirements -Setbacks Easements I 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Rfg.-Bracing 5, Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses I' 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.: Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. _ Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single = Date UNDERFLOOR (Plans) OK except #'s V2,0'— 4<Z ing-Setbacks-Easements-Flood-Slope _ Ftq,,Main; Soils -Elea Grnd. jaC' Ftg. Depth sleftg., Garage; Soils-Steel-Elec. Grnd.-/k' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped i 6a. Hold Downs and Soecial Anchors Steel -Wrapped ie fireplace Ftg.-Steel D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Tes ' 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLLING (Permit),OK except a's W r Htr.: Vent -Access -Combustion Air -Baffle ------------------- ----------------------------- r Pipe: Test & Anchor -Nail Protection ----------- - --------------------------------- .W.V.: Test -Fittings & Anchor -Nail Protection ------- ------------------ ------------------ 19. Shower Pan: Test. First Floor -Tub Access 20. TDat'Tub & Shower. Second Floor -Tub Access Uor Gas Pipe: Size & Anchors -------------------------------- ----------------------- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECIRICAL (Permit) OK except a's g.WTFIxI`Wil & Transformer_ Clearance -Ins. -Protection -- - --le Receptacles Spacing -Lights & Switches at Doors ---- - ---- -- ------------ -------- ------------------------------ Boxes & No. of Conductors -Stapled ---- ---- 25!- a x Installed Close to Edge of Studs & C.J. - -- - - - -- -- - --------------- q ---- ------ --- --- -- -- ------ -- ----Ground made up w/Mech. Fastners Bond Gas &Water -------------- -- ---------------------------------- ------------------------- 2 Appliance Circuts in Kitchen & Conductor SizerGFI ------------- - - - ------------------------------------------------------------ 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size r / ga. Cu or Al -------------------------------------- - --- -­­­ -- ---------------------------- 29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. - Insulated Neutral ❑ Yes ❑ No 3 ervice_Riser Conductors &-Ground_Main-Disconnect 31. uip Clearances Panels-Motors-Mech. Equip ----- 3 othes Closet Light Shower Light Spa Light --------------- ------------------------ -------------------- -------------- moke - Detector ----------------------------------------------------------------------- -------- Date Card B-1 Date Card B-1 -------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except 4's A. . Ducts Insulat on & Support ent Fan: Exhaust above insulation ------- --36. Condensate Drain & Overflow: Size & Grade --- --------------------------------------------------- - 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ----------------------------- ------------------------------------------------------ 38. Attic Access & Platform if Furnance in Attic ----------------------------------------------------------------------------------- ------------------------------------------- ----- --------- ---------- ----- -------- - -Date ---- ------ Card B 1 ---------------Date ------ ------ Card B-1 ------------- Date 1 ---- Date Card B-1 Date Card B-1 Date FRA"G (Plans) OK except n's Sil Proper Material & Anchors -- ;.-f' -------------------------------------------------------- all tuds-Nailing. Spacing & Bracing -Plates -Sound 4 ear Walls over Girders & Floor Nailing ------ ------------------------ ----------- - 4 a -top in Walls (rat proof) 4 re tops: Furred Ceilings -Stairs -Chases -Tub 4 eaders & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) angers -Post Caps -Anchors -Connectors --- 46. Ing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. W. Fireplace Ties or Type A Flue -Fireplace Throat clearance — - 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles --- d —Windows or Exiting Doors -Sill Hgt. & Dimensions Gara a Fire Protection Framing - - — 1 ,roo erty Line Firewall & Openings -- SQ!Ext. o_ors One 3' -Check Garage -3rd Story, 2 Exits o. . tai s; Width -Headroom -Rise -Run -Landing -Fire Protection - plywood on Roof Overhang -Attic Vents -Rafter Outriggers ----------- 5 iding-Nailing Veneer __ o Mesh -Drip Screed -Fd. Vents-Underflr. Access G11azi.g Area -Glass Protection -Skylights -Plastic AA -09 -hear Walls; Nailing -Bolts 9. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Da�j Card B __ Date Card B-1 Date t ���_Card B-1 Date Card B-1 Date FINAL (Plans) OK except fit's 1 xt. Steps -Door & Sidelight Protection -Landings �o a Detector ----------- urnace; Vents -Clearance -Comb. Air -Connector - In -Garage; Above Floor -Ducts -Meeh. Protection --------------- 69!Bed om Exiting -- - - -- ------------- 6 & I<.FSI.&.Bath Fixtures & Tub Access -Spa ---- ----- -66.21___ c. -- '-m -i Subpanel: Breaker Sizes & Labels __________ 6 airs & Rails 6 eplace or Stove: Clearances -Hearth --------- - ---- - --- - -- --- --------------- --- ----- - ------- 6 ec. Outlets at Wood Panel: Int. & Ext. --- --- 7 Fixt & Appliance; Grnd.-Air Gap -Cooking Clearance 7 c. Outlets &Receptacles at Kit. Counter 72 rage Fire Door; Swing -Landing -Closer --- ------ - 7 D in Garage -Damper 74_ r. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. �, �In Garage: Above Floor-Mech. Protection ----------------- 7�F'Ib. j lec. & Mech_Equip. Listed for Location 7 ec.Refjptacles in Garage; (G.F.I.)-Romex Protection 7;,ulation=Foam-Looked in Attic ❑ Yes 78. and R 'Is & Deck Construction -Post Caps - -----------�----- -------------------- 7 Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instid.: Drive ­Q Yes o; Walks Yes- No; Planters, ❑ Yes ONo ­ 8-YSfucco'-Brown-Finish ------------- iA.l;. Unit: Disconnect. Electrical, Plumbing 83 nts Above Roof: Plbg.-Appliance-Fireplace.-Clearance to Openings - 84 aterWell; Disconnect, Electrical, Plumbing d5 teri Elec. Trim; G.F.I. Receptacle -Underground — 8 entilation Throughout House 87. ass Protection ---------------------- 8d orrections from Previous Inspections ------ --- ------ 89 --- as Test -Meters Tagged Gas -Electric - - 9.0. ater & Sewer Connected -C/O to Grade -HD Approval -9 1. ergy Compliance Certificate -Other Certificates ----- - - --- - - ------------- --- Date�� Card Date -Card B-1 Date Card Date _ Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Centel,Drive --Oro'ville, California 95965 - Telephone (916) 538-754 PER IT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 062-190-009 ZONING TM1 BUILDING PERMIT OWNER JOHN & BOBERTA HAP�'ION TELEPHONE 8 6NE2156 SQ. Fr. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 1360 BRIDGEFORD GRIDLEY, 95948 f 748 CONTRACTOR'S NAME OWNER TELEPHONE f f126, CONTRACTORS MAILING ADDRESS Fireplace A CONSTRUCTION LENDER UNKNOWN Total Valuation $ , LENDER'S MAIUNG 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 18 OLD MILL RD PERMITFEE $ i PLUMBING PERMIT Filing Fee 20.00 Each Trap 10 7.00 70.00 LOT NO. 54 SUBDIVISION'S NAME V P(rRO MAP GG:://•.•ll// Solar or heat pump water heater 23,00 USEOFSTRUCTURE SF Cf Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 15.00 Each gas water heater or vent 15.00 15.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 3 BEDROOM Mobile Home I S I G W 1 @20.00 PERMITFEE $ 150.00 Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Service ( 200A eoov OR LESS OR LESS ) 23.00 23-00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License'': Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR ADONS. ( a ACC. SMS.) S 10. 85 3.5t FT. CJ NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 POWER APPARATUS ,SINGLE OUTLET CIA. ) Ex. Occup. ( OUTLET OR FIXTURES ) 20 @ 1.00 BAL Q .50 EX. Occup. (OUTLETS(RESD.PLNS.)EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ 153.85 Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: O 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating FORCED 15.00 Cooling Hood 6.50 6.50 Ventilation PERMITFEE $ 41 .50 Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall I ith comply ' those provisions. X ,L Date nature of Applican - Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee Is Energy Inspection Fee $ 46.00 CONST. PE TOTAL FE 1 801.3 HA _ D. FEES IMP FL?,9e PARCEL PD HD _ SUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. BY Date 10/2/95 PERMITEXPIRESON 10/2/96 (Date) ReceiptNo._ T onnT n ��n / / t ]„$5Ai�1 1 5�3 R5 WHITE-D.D.S.-B. D. - SSEWA•-'�K-INSPECTOR GOLDENROD -APPLICANT COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER '��-"1 Vru-Vl A No. o t0 Proposed Building Use ��6�)S l -:7-Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ........................................ 2. Plot plans, 3/4 sets, signed by preparer of plans. ......................... . 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 . ...................... �-.. Engineered truss details and layout in duplicate (required prior to plan check). .... ��9Mobilehome data -and manufacturer's installation instructions, 2 sets . ..... :...... 'C;0: Fees of $ . S . ................................:...... . 11. Impact fees as shown on attached schedule . ........ ............... .... 12. California Department of Forestry plan approval/ ees. . ..,�-rte .V:?o;?.... 13. Floyd elevation letter (100 year flood) by Calrforni ngineer. ................. . -14. Sanitation and plot plan approval Oro(/t' If G 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: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for to Building Ins re for p required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ........................... 23. .......... Owner -Builder Verification (Given to owner , Mail to owner ). . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. S. 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 chec list . ..................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. /-- Mail to contractor. Telephone % .*2456 and hold for pickup at U i I l n� office. Deliver with inspector. Other Parcel Creation o 3 Acreage Applicant �(, Date (%S 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 issuance. (circle new,item not checked 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 Plans approved by Date /o Sets of plans on hold in File cabinet AP folder Copy - Department -of Public Works �� COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humb6ldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Croville, CA -•(916) 538-7541 f F . 747 Elliott Road (Paradise, CA -,(9`6) 872-6307 i CORECT ON -NOTICE r . Y OWNER "" 1" PERMIT NO.; :.v A routine inspection indicates that the following violations of Butte County Ordinances exist at ��� =s 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. �.f tit Fq✓ Y `r M✓ , tra Dater,' Inspector .REV 10 2� :Y 3 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date - Inspecto REV 1A Owner: 9Am`yjp/1 Permit No. ENERGY CERT IF ICAT ION Lot 54 Old MiriY Road, Lake Madrone, Ca. LOCATION A.P. No. ROOF Material Thickness (inches) DESCRIPTION OF INSULATION Brand Name Thermal Resistance (R Value) EXTERIOR WALL Material FIBERGLASS BATTS Brand Name SCHULLER INT. Thickness(inches) 64" Thermal Resistance(R Value) R19 CEILING Batt or Blanket Type FIBERGLASS BATTS Thickness(inches) 12" Loose Fill Type Minimum Thicknes,Wnches) Area covered(ft. ) FLOOR, ELEVATED Material Thickness(inches) FLOOR, S LAB Material Thickness(inches) Width(inches) FOUNDATION WALL Material - Thickness(inches) Brand Name SCHULLER INT. Thermal Resistance(R Value) R38 Brand Name Number of Bags Wt. per bag _27lb. . Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) Brand Name Thermal Resistance(R Value) I hereby certify that the above insulation was installed in the above building In conformance with .the State of California Energy Requirements. LOERK4 INSULATION CO:, INC. NAME OW SIG TURE OF INSTALIA ION APPLICATOR 499150 STATE CONTRACTOR'S LICENSE NO. I hereby certify the above insulation and all required items as shown on the Building Department approved plans and attachments have been installed as required by the State of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of. California. 4eJ J 51AR P, FINAME/OWNER (Please print) A4 SIGNA RE 6 O rNERAL CONTRACTOR OWNER . -323-2.25 STATE CONTRACTORS LICENSE NO. S- C - p..0 DATE THIS CERTIFICATE, MAST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL. AND A COPY SHALL BE POSTED WITHIN THE BUILDING. January 1984 ?.�',- I•TUEWEDTHU FRI SASTATEMENIUUti�,,, ❑❑ w., i 1 �'❑AM• � •� DELIVER ❑ PM 'A PICK-UP OY _BUILDING CENTER C / - 1100 E. 20th ST. P.O. BOX 689 CHICO CHICO, CA. 95928 , CA. 95927 " SALESMAN: (916) 342-1886 ❑ YES ❑ NO _ 'F. • APPROVED BY: A 1V D Oil 'S CHOICE!! MEBiS CHICO INVOICE 0�••THE BUILDER a ' SHIP TO: (SAME AS SOLD TO UNLESS NOTED' BELOW) '• SOLD BEM BETTER BUILDERS t C:O.Q:AeauM. ox '.: BETTER BUILDERS CONST. MWILL, RD/BER CR VAIN ACCOUNT 5263 ROYAL OAKS DR r,► M3"fayk'OAKS DRIVE OROVILLE, CA 95965 jLIFN� CA %%6 ate Obliveted C Cods �' _ � . _ • r. c t1®/31/95 18/31/95 =, 1 43 11829.5? 1, if; 6 � . BETTEUI7 694799 12t.I all 5627 ti... r Ondeted P.O. '• ' ''�JYi. :•r4,'F` i , ' >Y`i. ,� Ill" 1� • U;' •P.RICE/UNIT EXTENSION. t s "CE$CRI.P.T10N,`= r1, NITS. a .. I1r < NUMBER 1 W 9.880 :1 . Y 678 888/16171 LlIISC ` ' 6b `x:.:66 U1«BER `4X6 2W F01r-e.- f S . FQ Cllr' 'u E�►4 88 18T8.888/MBFi �' 261.88. �,%� I, f�•]2S i H 1 t7,. I• k.f?. 141/�Y •, . 521 ti�;. a, � `- * ..425•880/VAFT ° •518.88 '� 2�421f55= r 1 �;x1t>0 442:1/4'rSEL�STRU KD if STUDS 666467 43 W/aFT 1 28rAT 2428F2" ;' X4'28 .STD aE'BTR DF s 1 ' 8 ? ,.' 8Q18.805 498.888/11BF'T f,392'M' 18=16 ��L:BTR •21016F2' Y x.38 � , ,, ,." _ • • 2'• 17R DF 588.8® '468.888/NBFT OF 238•M >2 ' ST x.808/MSFT °�m i -BTR .FIR,,PA ' 133.34 14F2 iX4 .STD: a V a ,s• JOB 188 X12.WA FIR SELECT STRU KD S152 r3.958/EACII 11' -4 WAU. BRACE-, y 8' CWB126 11 1 a T µERCHANDISE RETURNED SUBJECT TO A RE NB• a,;! �Y f �• j�(1i �; w• letEVERSE SIDE FOR TERMS a COND?�O ,-,.• ^'irk 4. . : X8.11 33T 13 $ DATE: �-_ {t� f• s , • �`• •-r'••~ •< •' •'• ,may,. . ERiiFICATEOF Q%, o�TE OF!TIMe i'�•�,. J,.7 .°.",i'.. '•�' • .. ),..`� �,rY. . v, CONFORMANCE HE UNDERSIGNED MANUFACTURER HEREB•Y� CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION_ (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. I J JOB NAME: JOB LOCATION: - Reddi n9. EA r CUSTOMER'S ORDER NO. 14167 DATE _5/7/87 MFGR'S ORDER No. 13766 i Members have also been manufactured to the (more restrictive provisions o f -P.S. 56-73. SIGNATURE4 �% UG-' COMPANY Riddle Laminators TITLE QLIali ty bontrol ADDRESS Riddle, OR DATE '4-35/20/87 { AITC 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 and verified by the AITC Inspection Bureau. AITC Cert1licate No. 37122 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IBCA © 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION QH U D C Al ITI' C C C7 f o ® 2 CONFORMANCE HE UNDERSIGNED MANUFACTURER HEREB•Y� CERTIFIES that the products identified below and on attached sheets Nos. are marked with the Collective Mark of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION_ (AITC) and were manufactured in conformance with applicable provisions of American National Standard ANSI/AITC A190.1-1983, Structural Glued Laminated Timber, and that such manufacture has been at our plant in Riddle, Oregon , which plant has a quality control system approved by the Inspection Bureau of the AMERICAN INSTITUTE OF TIMBER CONSTRUCTION and inspected periodically by such Bureau. The manufacture of these members complies with the manufacturing and fabricating provisions of Chapter 25 of the Uniform Building Code. I J JOB NAME: JOB LOCATION: - Reddi n9. EA r CUSTOMER'S ORDER NO. 14167 DATE _5/7/87 MFGR'S ORDER No. 13766 i Members have also been manufactured to the (more restrictive provisions o f -P.S. 56-73. SIGNATURE4 �% UG-' COMPANY Riddle Laminators TITLE QLIali ty bontrol ADDRESS Riddle, OR DATE '4-35/20/87 { AITC 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 and verified by the AITC Inspection Bureau. AITC Cert1licate No. 37122 A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IBCA © 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE. COUNTY OF BUTTE — DEPAR724M OF DEVEMPMENT SERVICES — BUMMING DIVISION =-7 COUNTY CENTER DRIVE, OROVILLE CA 95965 — TELEPHONE -016} 538-7541. -. OWNER(; IfV I i�NL(M - - _ A.P. _�D --©O i ". PROPOSED BUILDING USE DATE REC. # DATE REC 1 • SCHOOL ,DISTRICT FEES \ (paid District Office) �19-M� at ......... ............... _ r SHERIFF FEES (paid at Building Department) . :J Residential......_(2) unit amt. Commercial (sgft) x =$ sq.ft*. amt. 3. URBAN AREA FEES (paid at Building Department) Residential (per unit) x =$ # units- amt. Commercial (per sq.ft) x =$ sq.ft. amt. 4. RECREATION DISTRICT FEES (paid at District Office) ......................... 5. DRAINAGE DISTRICT FEES (Contact Land Development Division) .............. 4&6. SRA FIRE INSPECTION AND PLAN CHECK = $89.00...... � (paid at Building Department) 7. OTHER 8. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM . (One Form Per Building) i; School District nevvt_ __ Building Department No. A.P. Number HiQ — ( Jurisdiction: �� City County Property Owner "V7j Vl vj SJ Property Location/Address Subdivison __ _ Lot No. Sq Residential Development [ ; F Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial 0 Sq. Footage New Addition (Including Exterior Ro fed Areas) (24 (ifgDe partrent epresentative — Date (Floor Plans reviewed by School District Personnel) No. �— (Street s) . ,� l / (Phone Number) (City) (State) - - - (Zip Code) ' q --�!/� Y payment / �� a has comp led with the requirements of Resolution No. b of representing square feet. AB 2926 $ PULL MITIGATION $ School District Representative Date Paid by,Check # Remarks: �+ Bank Number Paid by Cash H 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),ythis project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), P fk (school district) feeform.wkf (11/94)dmm f 8/91 RE IDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS M 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). xterior 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). ttic 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. . Energy design.', lashing at all exterior openings. CDF responsible area requirements. l!Ae 5- 3 3 . . r n D I•� RESIDENTIAL PLAN CHECKING GUIDE 8/91 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit #TCP OWNER A.P. # — e�' Plan Checker GENERAL ning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Proper description of work on application. Existing violations on property. 6 Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). Recorded notice of violation. PLOT PLAN Complete parcel size and dimensions. tbacks, sideyards, easements, etc. -her buildings or structures. Grading, fills, drainage. rood hazard. Special conditions on creation map, (noise, CDF, fire sprinklers, non-comb- tible,, and foundations). U &.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). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article Light fixtures, switches, receptacles, and exterior receptacles tenance of mechanical equipment. Locations of water heater eating and cooling equipment other or gas equipment. Garage firewall, door size, and closer (Sec. 503(d)(3)). I - 3'0" exterior exit door (sec. 3304 (f). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 210-8). for main - electrical Standard bracing or engineered design (Table 25V) Unusual shape, size, or split level house requiring lateral design. Clerestory requiring balloon framing and/or engineering. . rounoation plan complete enougn to construct building. Floor construction details complete enough to construct building. Vo Elevations and wall construction details complete enough to construct building 5�loof construction details complete enough to construct building. Fireplace construction details and calcs if necessary. 9.- Rafter ties or bearing ridge beam. F0Garage door or porch header sizes. Stud heights. Adobe soils - special foundation design. etaining walls requiring design. peiaInspection required. � MICHAEL MOONEY CIVIL ENGINEER RCE 20647 Butte County Building Inspection 7 County Center Drive Orovillev CA 95966 Rex Hammon ' Lot #54 Old Mill Road August 29,1995 This transmits 1) revised retaining wall detail, 2) calculations for overheightstuds, and 3) calculations for Glu1am beams. % recommend the studs at the center (between the windows) of Ajo- the west elevation be revised to 2x6 at 12"cc.. The studs at other sides of windows are all right as shown. (see shts. 1 ^^ of calcs.) ' I recommend either a 6 3/4" x 12.0 glulam <24F -V8> for the continuous beam with the concentrated load (calcs pages 3,6,-& / 7), or a 5 1/4" x 11 7/8" Parallam (2.0E DF) (ca1cs page 11>. �~ I recommend either 5 1/8" x 12.0" glulam (24F -V8) for the 'fk" other beam (ca1cs pages 8, 9, & 10)v or a 5 1/4" x 11 7/8" parallam (2.OE DF). Thank you for Your consideration. ' LU 020647 CAU� Orovillej CA 95966 916-533-2131 My license expires 9-30-97 - �� . ^ " _-____________________________________________________________________ RETAINING WALL DESIGN Page ________________________________________________________________________ DESCRIPTION >> 6 foot wall >> ' ---------- SOIL DATA -------- --- --------- VERTICAL LOADS --------- ALLOWABLE BEARING = 1,500 psf AXIAL DL ON STEM = 20 plf ACTIVE LATERAL = 30.0 pcf AXIAL LL ON STEM = plf .....MAX PRESS. = pcf ...ECC(Toward Toe='+')= in .....SLOPE PRESS. = pcf BACKFILL SLOPE = :1 SURCHARGE OVER TOE = psf (horiz:vert,0=Level) SURCHARGE OVER HEEL = psf .PASSIVE PRESS. = 200 pcf ...RESISTS OVERTURNING ? SOIL DENSITY = 100 pcf. Toe : Y y/n SOIL HT OVER TOE = in Heel : Y y/n --------- LATERAL LOADS --------- ------- ADJACENT FOOTING --------- LATERAL LOAD ACTING ON � VERTICAL LOAD = lbs ' STEM ABOVE SOIL= . p sf LOAD ECCENTRICITY = i n FOOTING WIDTH = ft ADD'L LATERAL LOAD = plf FTG. CL TO WALL = ft TOP OF FTG TO START = ft' VERT. POSITION OF FTG. TOP OF FTG TO END = ft ...Above/Below:[+/-]= ft SPREAD FOOTING ? Y y/n -------------------------- WALL & FOOTING DATA ------------------------- RETAINED HEIGHT = 5.5 ft TOE WIDTH = 1.08 ft WALL HT. ABOVE SOIL = 0.5 ft HEEL WIDTH = 2 ft KEY DEPTH = in Total Width = 3.08 ft - KEY WIDTH = in KEY DIST TO TOE = ft THICKNESS 12 in |-------------------- -------- SUMMARY --------_-------------------| / Pressure @ Toe = 1,086 psf Factors of Safety: | | Pressure @ Heel = 55 psf Overturning = 2.38 | | Allowable Press. = 1,500 psf Sliding 1.13 | Ecc. of resultant = 5.57 in >> Sliding Ratio < W ^ | Max. Shear @ Toe = 4.10 psi _;5)ACAmWi 0 psi! . | Max Shear @ Heel = -4.36 psi | |----------------------------------------------------------------------| ------ SLIDING CHECK ------ Lateral Pressure = 634 lbs FTG/SOIL FRICTION = 0.35 - Passive Pressure = 100 lbs SOIL TO NEGLECT = in - Friction = 615 lbs Factor of Safety = 1.13 ------ Add'l Force Required = lbs -------------------------- FOOTING DESIGN ------------------------------ Soil Press. Mult. ---Toe-- --Heel-- f'c = 2,500 -psi By ACI Eq. 9-1 psf= 1,520 77 Fy = 40,000 psi Mu Upward ft-#= 788 Min. As Percent = 0.00i4 Mu - Downward ft-#= 122 1,103 OMIT SP UNDER HEEL? Y y/n Mu - Design ft-#= 666 (1,103) --------- Rebar Choices -------- One-Way Shear: -- Toe -- -- Heel -- Actual psi= 4.1 4.4 # 4 @ 16.33 in o.c. 14.65 Allowable psi= 85.0 85.0 # 5 @ 25.31 " 22.71 Cover over Rebar in= 3.25 2.25 # 6 @ 35.92 " 32.23 'd' in= 8.75 9.75 # 7 @ 48.00 " 43.96 Ru = Mu/bd^2 psi= 9.7 12.9 # 8 @ 48.00 " 48.00 . # 9 @ 48.00 " 48.00 #10 @ 48.00 " 48.00 #11 @ 48.00 " 48.00 NOTE: Concrete M & V are factored Mu & Vu .J WALL TYPE....... :'----------- Stem Sections ------------ To . . . . . . . . . . Bottom -----P-------------------------------- 3 4- ------------------------- RETAINING WALL. DESIGN 1:Mas,2:Conc,3:Not Used 2 2 2 2 2 DESIGN HEIGHT ABOVE FTG. = 5 3 1 ft REBAR: O:Cntr,l:Edge ? ' d ' FOR DESIGN = 3.00 3.c i0 3.00 3.i 0 .DESIGN DATA ............. ...... ................................... THICKNESS (nominal) = 6 6 6 6 in REBAR SIZE # 4 4 4 4 REBAR SPACING - 16 16 16 8 in Lateral Load C Section = 6 159 516 771 # Moment.... Actual = 1 13.3 775 1,414 ft-# Moment.... Allow. = 1,297 1,297 1,297 2,488 ft-# Shear..... Actual = o.0 3.6 12.8 19.5 psi Shear..... Allow. = 85.0 85.0 85.0 85.0 psi ....Interaction Result = 0.001 0.102 0.597 0.568 Wall Weight = 75.0 75.0 75.0 75.0 psf n : Modular Ratio - 10.18 10.18 10.18 10.18 Rebar Embed Length = 12.00 12.00 12.00 6.00 in .MASONRY STEM DATA.. .................................................... f ' m = 1 , 500 1 , 500 1 , 500 1,500 1,500 p s i Fs = 24,000 24,000 24,000 249000 24,000 p s i 'ALL CELLS GROUTED ? N N N N N y/n USE SPECIAL INSP. ? N- N N N N y/n Load Duration Factor = 1.00 1.0s i 1.00 1 . 0� � 1.00 i n .CONCRETE STEM DATA ..................................................... f ' c = 3,000 0,500 2,500 2,500 2,500 p s i Fy = 60,000 40,000 40,000 40,000 40,000 p s i ------ SUMMARY OF FORCES & MOMENTS ----------- ------------------------ <-Overturning Moments -X- Resisting Moments -. Origin of Force: # ---------------- ------- ft. ft-# # ft ft-# Active Soil Press. = 6.33.8 ------- 2.17 ------ 1373.1 ------- -- ------- -- ------- -- Soil over Heel = -- -- -- 825.0 2.33 1922.2 Soil over Toe = -15.0 � 0.3.3 -5 Sloped Soil C Heel = -- -- -- Adjacent Ftg. Load = Surcharge Over Heel = -- -- -- Surcharge over Toe = Axial Load on Wall - -- -- 20.0 1.33 26.6 Load C Proj. Wall = -- -- -- Averaged Stem Wts. _ -- -- -- 450.0 1.33 598.5 Added Lateral Load = -- -- -- Footing Weight = -- -- -- 462.0. 1.54 711.47 Key Weight = -- -- -- Vertical Component of Active Pressure = -- -- -- -------- Totals = 618.75 -------- ------- 1.368.1 ------- 1757.0 ------- =258.8 Resisting Totals Used For Soil ------- Pressure = ------- 1757.0 ------- 3258.8 (Vert. Component of Active Pressure Removed) ----------------------- STEM VALUE MODIFICATIONS ----------------------- ' Top . . . . . . . . . . . . . Bottom -------------------------------------- 'N' Multiplier = 750 750 750 750 75o Center ' d ' Modifier = 1.00 1.00 1.00 1.00 1.00 Edge ' d ' Modifier = 1.00 1.00 1.00 1.00 1.00 Wall Wt. Multiplier = 1.00 1.00 1.00 1.00 1.00 4 (n ��o Q'SL lLhcc. - v R �I r�u l LA -'I ON 5 ��� li CONL2c'it ��cj-2��YJ1�l C 2�1:+r1 z) PEBAiZ— ' As-Tl\/A A his . C�2Ar)E4c 3i LPA? ENRS 5) I� Cwu 'Fv2 o z.A ( NIS B�1 0 Uj ;k LL P,4 �L— Rroz . L) -AJ-F 4STk1 hIS LSKsr Val (CAL— KJ W ki—;L �LLa )ZETA I N tVJG UJ ku� Q `� N Win z zd(l/10 wwF - 45 JMM Ol1ix,07 .17h�\ . -y-Ly (In f"41 13A�� .581-� V ASV M m (l -N%-,zo oy -36N8 n �d'� .3?1.3� ►i t7 ' i'1� (Y� U (V I k1 �'a �1C7� 0�8a�11.5�Q�C� vv���� �LfV1 'DIW IPZ - 5��� �� l�-7 'V%3� kz -b/ ; No 1 -L -V-? l --A 1-7---:�4 i 14,g3�4�� Yvl l�riC 211 1/4N e V2�&C1KY.= r,--.)ucj m �Ikm mo Iq D / <�t� 1V4 C e-uma�L GL �(Z Plus 12-+ \) (10 I)L 4- 'VaLL) = IZO OL 4is LL S�i ub s c. Gy \P C . Z.S P-:;,- 12.(z 11s 1 Cc, (G=Ucc- -Z.- { L -sq- Ilxt T. A&A AL+ Labs L L C -5--.z E�z E. Z [oH lL>�I t z?=> rS 12 I .max s �' I Z PINC=>—E-� 1�0*ka,l,,NGO �e /d 21-L x 4-7.1 , 2` 7 w 2rz Vv12 tsU. z4 = 1(��4 DCC`ZI �2� Gf�Z �� F4 = ► 1�y I� VAJ 1555 psi L 4 B K IqSb = Lli33 G � L a� -27) -- �� = - X 4(;s z Ca33 (L-b(tikZ . 1-0.21 o`.lq k pUji57 WAV E:LEv C�uu LW �eWS Q= 4' 3r21 Tri' ©� `���`' 3YZuT �y2� ���.�q' C rz, w = Fc� cz t - CEI u. nG '-iso Cs&-� t FLWc z U L. 4o �L=b 0+1 LL, 2 /2. C0 LL 2 2 w A tP,- Lo a -Q 4v. L - O M U -A -Fpc. 3cZ� F cZ 2 Ngo Fcu�� �b{Z SPS = 132 ,t 2l x 2 F = 10 55sF x 4o LL) `Q2 84416 RL .+ 4219 11;q L.L. �5 Vwz D,9IN tOL k- 4,215« LL (� �S �►�sl �- bL 3�s1 I LL, cue . (,v3l4D( 12JO C( ,%MkA� S L 7?,4 0 ------------------------------------------------•--------4/,tl GENERAL TIMBER BEAM *ANALYSIS & DESIGN Page ------------------------------------------------------- DESCRIPTION :> > GLULAM AT 3RD FLOOR sl/'y V4 ---------- BEAM DATA -------------- ft ---------- DESIGN DATA ---------- _ TIMBER SECTION = 3.125xl2.0 LOAD DURATION FACTOR= 1 in-# BEAM WIDTH = 3.13 in USE BEAM WEIGHT N y/n BEAM DEPTH = 12.00 in REDUCE SHR BY ' d ' ^ Y y/ n LAMINATION THICKNESS - 1.5 in ft ---------- Fb - BENDING = 2400 psi --------- END CONDITIONS -------- ` Fv - SHEAR = 165 psi FIXITY CODE ----- >> 1 . Fc - BEARING - 385 psi 1=Pin/Pin, 2=Fix/Fix ELASTIC MODULUS =1800000 psi 3=Fix/Fin, 4'=Fin/Fi:; M+@ 6.9 ft BEAM DENSITY - 3.3 pcf 5==Fix/Free k: ; ---------- SPAN DATA ------------- M-@ ft - -------- UNBRACED LENGTHS ------- Right = 0.52 CENTER SPAN = 13.79 ft Le : CENTER SPAN - 2 ft LEFT CANTILEVER = ft Le ; LEFT CANT. = ft RIGHT CANTILEVER = ft Le : RIGHT CANT. - ft ------------------------------ APPLIED LOADS --------------------------- ........ Use '-' distances for left cantilever ! ......Uniform........ C Center: Dead = 75 plf Live = 375 plf C Left Cant: Dead = plf Live = plf @ Right Cant: .................. Trapezoidal. ................. Dead C Left = @ Right= Live C Left = @ Right= ...X -Left = Dead = plf ...X -Right - Live = plf plf plf plf plf ft ft Concentrated ............................ Dead - lbs Li ve = lbs Dist. = ft ........................... Applied Moments Dead _ in-# Live - in-# Dist = ft ---------- ----------- SUMMARY ------ ------------------------------- USING: USING: 3.125" x 12.00" Beam, Bending = 71.3%, Shear = 64.39% ' Reactions: Dead Max. ; Max. M+@ 6.9 ft = 10.6967 •f t -k Left = 0.52 3.10 k: ; Max. M-@ ft - ft -k: Right = 0.52 3.10 k: ; Max @ Left = ft -k: Deflections: ; ; Max @ Right - ft -k: Center. _ -0.08 -0.45 in ; Max. Allow Moment = 15 ft -k: ... L/Def 1 . = 2197 366 ; ...Dist. - 6.89 6.89 ft ; fb ; Max. Actual - 1,711 psi Left = in ; Fb : Allowable = 2,400 psi ...L/Deft.= ; f v : Max. Actual = 106.2 psi Right = in ; Fv :-, Allowable = 165.0 psi ... L/Def 1 . = ; Max. Shear @ Left- = 3.10275 k: ; Max. Shear @ Right == 3.10275 k: Ck == . 81 1 (E/Fb) ". 5= 22.21 ' Sxx - Supplied = 75.0 in'''3 Cs = (LeD/B"2)".5 = 7.92 ; Area --------------------------- Supplied = 37.50 i n"2 Cf = (12/d)-.111 = 1.00 ; ------- REQUIRED Sx x & Area ------ ------- ALLOWABLE STRESSES ------ ....b.xx Neq d = W.5 in-3 Center Span = 2.40 k:si Max.-Left Mom = ft-k: Left Support = 2.40 0.17 k:si ....Sxx Req'd = in"3 Right Support= 2.40 0.17 k:si GENERAL TIMBER. BEAM .ANALYSIS _.--•--------------•----- .& DESIGN '?i Max. Right Mom = 0.0 ft-k: . Sx x Req'd = 0.0 i n'''•' --•-------- QUERY VALUES --------- Design Shear C Left = 4.0 kips Left Center Right ....Area Req'd = 24.1 in^2 Dist. = ft Design Shear C Right = 4.0 kips Shear = =.10 k: ....Area Req'd = 24.1 in"2 Moment= ft-k Def 1 = in Brg Req'd @ Left = 2.58 in ...... Live Load Location ....... Brg Req'd C Right = 2.58 in C LEFT CANT. ? Y y/n Camber @ Left = in C CENTER SPAN ? Y y/n @ Center _ -0.11 in @ RIGHT CANT. ? Y y/n @ Right = in --------------------------------- X -Dist, it: MOMENT........ DL ft-#; ' LL ft-#; ----------------------------------------------------------------------W MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS F'agerL --------------------------------------------------------- DESCRIPTION >> CONT BM QLjQLLAiLF->> 2 POINT LOAD ---------------------------;---Span 1--1--Span 2 --;--Span 3--1--Span 4 --;--Span 5 --;--Span 6 --;--Span 7--1--Span B-; ALL SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH ft; B.11 13.77 END FIXITY.... Left; 1 1 1 I 1 1 1 1 Fix/Pin/Free = 2/1/0 Rt; 1 1 1 I 1 I 1 1 BEAM WIDTH in;, 6.75 6.75 BEAM DEPTH in; 12.00 12.00 ---- CALCULATED VALUES ----;------------------------------------------------------------------ ---------------------- F'b - Modified Allow. psi;. 2,400 2,400 fb - Actual . psi; ' 1,211 11228 F'v - Modified Allow. psi; 165.00 165.00 fv (actual) t 1.5 psi; 62.77 128.54 Moment @ Left in -k; -196.1 ° Right in -k; -146.1: Max. Mom. @ hid -Span in -k; 0.2 199.0 ' X -Dist it: 0.23 5.32 Shears: Left k; 0.11 7.40 .Right k;• -3.84 -3.86 Reactions: Left: Dead k; 0.02 1.87 Live k; 0.09 9.36 Total k; 0..11 11.23 Right:Dead k; L B7 0.64 Live k; 9.36 3.22 Total k: 11.23 3.86 Max. Defl. @ Mid Span in; 0.047 -0,269 X -Dist it: 5.55 7.07 ------- DESIGN DATA ------- ;-----------;- -----;----------;----------;----------;---- - ,- , Le: Unsupported Length ft; 2 2 Fb - BASIC ALLOW: psi; 2,400 2,400 Fv - BASIC ALLOW. psi; 165.00 165.00 85.00 85.00 85.00 85.00 85.00 85.00 E ksi; 1,800 1,800 1,800 1,800 1,800 1,800 1,800 1,800 LOAD DURATION FACTOR ; 1 1 1.25 1.25 1.25 1.25 1.25 1.25 ----- APPLIED LOADS ------- ;----------- ;---------- ;---------- ;---------- ;---------- ;---------- ;---------- ;- , USE LL THIS SPAN? Y/N; 1 1 1 1 1 1 1 1 UNIFORM...... DL plf; 75 75 LL plf; 375 375 PARTIAL..:... DL plf; LL plf; X -Left it: X -Right it: TRAP.... DL @ Left #/ft; DL @ Right #/ft; LL @ Left #/ft; LL @ Right #/ft; X -Left it: X -Right it: POINT........ DL #; B44 LL #; 4219 X -Dist, ft; 5,31 DL #: LL #; X -Dist, it: DL #; LL #; X -Dist. it: DL #; X -Dist. ft! MDNENT....... DL ft -C LL ft-#: 2- Ilk- A-�S um;e CljMW WAd g OAM - Ws = Oh -75161 Y)L + SIS1s - L-. w 2.jy) Rxx,2 -=----------------------- MULTI-SPAN TIMBER BEAM DESIGN & ANALYSIS Page Q ------------____ --------- DESCRIPTIOM )> CONT LOAD6 -------- - ------ -------------------=-------:---Span 1 --:--Span 2 --:--Span 3--1--Span 4 --:--Span 5 --:--Span 6 --:--Span 7 --:--Span 8-: ALL SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH it: 8.77 13.77 END FIXITY.... Left. I I I I 1 1 1 I 1 Fix/Pin/Free = 2/l/O Rt: I 1 1 1 1 I 1 1 BEAM WIDTH in. 5.125 5.13 BEAM DEPTH in. 12.00 12.00 ---- CALCULATED VALUES ---- 1 ---------------------------------------------------------------------------------------- F'b - Modified Allow. psi:. 2,400 21400 fb - Actual � I psi:. . 1,600 1,600 .F'v - Modified Allow. psi: 165.00, 165.00 fv (actual) f 1.5 psi: 120.04 158.01 Moment @ Left in -k: -196.8 ° Right in -k: -196.8 - Max. Mom. @ Mid -Span in -k. 28.7 - 167.0 X -Dist ft. 2.28 8.17 Shears: Left k: 2.08 7.39 Right k1 -5.62 -5.01 Reactions: Left: Dead -k. 0.35 2.20 Live k: 1.73 11.00 Total . k: 2.08 13.20 Right:Dead k: 2.20 6.83 Live k: 11.00 4.17 Total k1 13.20 5.01 Max. Defl. @ Mid Span in: 0.026 -0.300 X -Dist it: 6.72 7.62 ------- DESIGN DATA ------- 1 ----------- .---------- 1 ---------- .---------- 1---------- ,- ,- ,- , Le: Unsupported Length ft. 2 2 Fb - BASIC ALLOW. psi. 2,400 2,400 Fv - BASIC ALLOW. psi: 165.00 165.00 85.00 85.00 85.00 85.00 85.00 85.00 E ksi. 11800 1,800 1,800 1,800 1,800 1,800 1,800 1,800 LOAD DURATION FACTOR . 1 1 1 1.25 1.25 1.25 1.25 1.25 1.25 ----- APPLIED LOADS ------- 1 ----------- :---------- .---------- .---------- 1---------- :---------- 1---------- 1---------. USE LL THIS SPAN? Y/N: 1 I 1 1 1 I 1 I UNIFORM...... DL plf. 150 150 LL plf. 750 750 PARTIAL...... DL plf: LL plf: X -Left ft: X -Right ft. TRAP.... DL @ Left #/ft1 DL @ Right #/ft1 LL @ Left #/ft: LL @ Right •#/ft: X -Left ft: - X -Right it! POINT........ DL #1 LL #: X -Dist, it: DL #1 LL #: - X -Dist. it! DL #: LL #: X -Dist. it: DL #1 X -Dist. ft! MOMENT....... DL ft -C LL ft-#: c X012 ---------------------------------------------------------- MULT I -SPAN T I MBER . BEAM DESIGN .& & ANA1YSIS Page ---------------------------------------- -=__-------------------------� z DESCRIPTION » CONT 'BM » POINT LOAD ---------------------------:---Span 1 --:--Span 2 --:--Span 3 --:--Span 4 --:--Span 5 --:--Span 6 --:--Span 7 --:--Span 8-: ALL SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH - it: 8.77 13.77 END FIXITY.... Left( 1 1 1 1 1 1 1 1 Fix/Pin/Free = 2/1/0 Rt( 1 1 1 1 1 1 1 1 BEAM WIDTH in: 5.25 5.25 BEAM DEPTH in: 11.88 11.88 ---- CALCULATED VALUES ---- 1 ---------------------------------- ------------------------------------------------------ F'b - Modified Allow. psi(. 2,900 2,900 fb - Actual psi: 1,590 1,613 F'v - Modified Allow. psi( 290.00 290.00 iv (actual) f 1.5 psi(. - 81.56. 167.01 Moment @ Left in -k: -196.1 Right in -k: -196.1 Max. Moa. @ Mid -Span in -k: 0.2 199.0 X -Dist ft: 0.23 5.32 Shears: Left k: 0.11' 7.40 Right k: -3.84 -3.86 Reactions: Left: Dead k: 0.02 1.87 Live k: 0.09 9.36 Total k: 0.11 11.23 Right:Dead k: 1.87 0.64 Live k: 9.36 3.22 Total k: 11.23 3.86 Max. Defl. @ Mid Span in: 0.056 -0.322 X -Dist it: 5.55 7.07 ------- DESIGN DATA ------- :----------- :---------- :---------- :---------- Le: Unsupported Length ft: 2 2 Fb - BASIC ALLOW. psi: 2,900 2,900 Fv - BASIC ALLOW. psi: 290.00 290.00 85,00 85.00 85.00 B5.00 85.00 85.00 E ksi: 2,000 2,000 1,800 1,800 1,800 1,800 1,800 1,800 LOAD DURATION FACTOR : 1 1 1.25 1.25 1.25 1.25 1.25 1.25 ----- APPLIED LOADS ------- :----------- :---------- :---------- :---------- :---------- :---------- , USE LL THIS SPAN? Y/N: 1 I 1 1 1 1 1 1 UNIFORM...... DL plf: 75 75 LL plf: 375 .375 PARTIAL...... DL . plf: LL plf: X -Left it: X -Right it: TRAP.... DL @ Left D/ft: DL @ Right @/ft: 'LL @ Left 1/ft! LL @ Right 9/ft: X -Left ft; X -Right ft: POINT........ DL E 844 LL @: 4219 X -Dist. it: 5.31 DL U LL ti: X -Dist, ft: DL U , LL U X -Dist. it: DL @: X -Dist. ft: MNIENT:...... DL ft-#: LL ft-#: ----------------------------------- MULTI-SPAN MULTI-SPAN TIMBER --------------------------- ------------------- ------------------ BEAM DESIGN & ANALYS I SPages -- -- --- 2 DESCRIPTION >> CONT BM >> OTHER ---------------------------:---Span 1 --:--Span 2 --:--Span 3 --:--Span 4 --:--Span 5 --:--Span 6 --:--Span 7 --:--Span 8-: ALL SPANS SIMPLE SUPPORT ? N y/n SPAN LENGTH it: 8.17 13.77 END FIXITY.... Left: 1 1 1 I 1 1 1 1 Fix/Pin/Free = 2/1/0 Rt: 1 1 l 1 1 1 1 1 BEAM WIDTH in: 5.25 5.25 BEAM DEPTH in: 11.88 11.88 ---- CALCULATED VALUES ---- :--- ------------------------------------------------------------------------------------- F'b - Modified Allow. psi:. 2,900 2,900 fb - Actual `: psi: 1,595 1,595 F'v - Modified Allow. psi: 290.00 290.00 fv (actual) f 1.5 psi: 118.42 155.87 Mcaent @ Left in -k: -196.8 0 0 Right in -k: 46..8 Max.,Mom. @ Mid -Span in -k: 28.7 167.0 _ X -Dist - it: 2.28 8.17 Shears: Left k: 2.08 7.39 Right k: -5.82 -5.01 Reactions: Left: Dead k: 0.35 2.20 Live k: 1.73 11.00 . Total k: 2.08 13.20 Right:Dead k: 2.20 0.83 Live k: 11.00 4.17 Total k: 13.20 5.01 Max. Defl. @ Mid Span in: 0.023 . -0.272 X -Dist ft: 6.72 7.62 ------- DESIGN DATA ------- :----------- :---------- :---------- :---------- :---------- :---------- :---------- :---------: Le: Unsupported Length it: 2 2 Fb - BASIC ALLOW. psi: 2,900 2,900 Fv - BASIC ALLOW. psi: 290.00 290.00 85.00 85.00 85.00 85.00 85.00 85.00 E ksi: 2,000 2,000 1,800 I,B00 1,800 1,800 1,800 1,800 LOAD DURATION FACTOR : 1 1 1.25 1.25 1.25 1.25 1.25 1.25 ----- APPLIED LOADS ------- :-----------:- ---'---------' USE LL THIS SPAN? Y/N: 1 I 1 1 1 1 1 1 UNIFORM...... DL plf: 150 150 LL plf: 750 750 PARTIAL...... DL plf: LL plf: X -Left it: X -Right it: TRAP.... DL @ Left #/ft: DL @ Right #/ft: LL @ Left #/ft: LL @ Right #/ft: X -Left it: X -Right it: POINT........ DL #: LL U X -Dist. ft: DL #: LL U X -Dist. ft: DL #: LL #:. X -Dist. it: DL #: 751 2pO -iILAoor etc —7� j En r APPROVED -PPAI14 FIELD'Butte County —.44ironmeital Heal fQ ure 14 FLAT- P,1104� U ko PPROVED fte County imental Health ----------- Date " ignature- Date Scale. ,JWW4 Drawft:C- ' :lob . HA+A Oct) LI Sheet ......... . ... Bwldmg Department FROMylrqpmenti SUBJECT: swtki on C : 55. Owhei, Plifi A' PPrOved I ov': Sewage Cleamnce. for. M. 0 bedrbo -!Ii§M m e. -Hold-.:for -Final eaMnC46- loll Ehvimnmentafa H6altl,i-.*-S pech r. n tell^ 1 l• VV TABLE OF CONTENTS TOC Project Title.......... Residence for Hammon Date........ 08/11/95 Project Address........ 18 Old Mill Rd. Berry Creek Documentation Author... Neal Kuopus Auilding Pe mit Company ................ CALCTECH rcS-- J": 7--o Telephone.............. (916) 534-5066 Plan Check Date Compliance Method...... MICROPAS4 by Enercomp, Inc. Field Check Date rl i mata 7.nna _ _ _ _ 11 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -TOC User#-MP1320 User-CALCTECH Run -Proposed Residence TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 6 FORM C -3R ................. 9 HVAC SIZING ............... 16 „ v WWE AUG 1 6 1995 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title ........... Residence for Hammon Date........ 08/11/95 18 1 11 d r Poject 'AAA ress........ O Mi R . Berry Creek Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 534-5066 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check Date MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Conditioned Floor Area..... Building Type............... Construction Type ...:..... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... 2234 sf Single Family Detached New Front Facing 270 deg (W) 1 2 Raised Floor (Package E) BUILDING SHELL INSULATION Component Insulation Assembly Type R -value U -Value Location/Comments Wall R-21 0.055 FRONT, RIGHT, LEFT Wall R-[21 0.059 BACK FloorExt R-21 0.040 TO GARAGE F1oorExt R-21 0.042 TO OPEN Wall Rk15 0.078 TO STAIRWELL Wall R121 0.060 TO ATTIC Roof R-38 0.025 FLAT CEILING, TILT CEILING FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Door Front'(W) 80.0 0.400 2 Drapes.Std None None Vinyl Window Front (W) 105.6 0.390 2 Drapes.Std None None Vinyl Door , Right (S) 40.0 0.510 �2 Drapes.Std None None Vinyl Window Right (S) 24.0-0.510-"2 Drapes.Std None None Vinyl Door Right (S) 20.0 0.5502 Drapes.Std None None Glz<50% Door Back (E) 40.0 0.510/ 2 Drapes.Std None None Vinyl Window Back (E) 78.0 0.510 2 Drapes.Std None None Vinyl Window Left (N) 15.0 0.510 2 Drapes.Std None Yes Vinyl Skylight Right (S) 8.0 0.•5501 2 None None None Wood Skylight Left (N) 8.0.0.550,2 None None None Wood CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM CF -1R User4-MP1320 User-CALCTECH Run -Proposed Residence Equipment Type Furnace ACSplit HVAC SYSTEMS Minimum Duct Efficiency Location 10.78.0 AFUE Attic f'ld. SEER -7 Attic WATER HEATING SYSTEMS Duct Thermostat R -value Type R-4.2 Setback R-4.2 Setback Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas— PipeInsul.ation i 1� 0.62 EF SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-21 floor insulation required per Form 3s R'15 or R-21 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 Vinyl frame dual -pane clear glazing req'd., U.O.N. Vinyl frame dual -pane low -e glazing req'd. at Front (West) only! ,Glazing U -values per MFR'S. NFRC testing & certification Misc. glazing.U-values per CEC DEFAULT TABLES FURN.78: CEC MIN. REQUIREMENT AC.10:0: CEC MIN. REQUIREMENT HWH: A.O.SMITH PGCG-50-223 or 225 or EF=0.62 or greater HWH: R-12 external blanket insul. & R-4 or greater pipe insul. r' � s s CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM CF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 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.... Roberta R.Hammon Company. Owner Address. 1360 Bridgeford Ave. Gridley, CA 95948 Phone... (916) 846-2456 License. Signed. . (date). ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Neal Kuopus Company. CALCTECH Address. 1835 S. Villa Ave. Palermo, CA 95968 Phone... (916) 534-5066 Signed.. yilm (date) MANDATORY MEASURES CHECKLIST: -RESIDENTIAL Page 4 MF -1R Project Title.......... Residence for Hammon Date........ 08/11/95 Project Address........ Documentation Author... Company................ Telephone .............. 18 Old Mill Rd. Berry Creek Neal Kuopus CALCTECH (916) 534-5066 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Building Permit Plan Check Date Field Check Date MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether.they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- er ment *150(a): Minimum R-19 ceiling insulation. 2-3g 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 0A 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. -YIA, 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 VM certified U -value, and infiltration certification.����� c. Exterior doors and windows weatherstripped; all joints t� and penetrations caulked and sealed. N y1JI& 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. IJA 150(f): Special infiltration barrier installed to comply with Sec. 151 meets CEC quality standards. 71JIL 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. 12JKI MANDATORY MEASURES CHECKLIST:•RESIDENTIAL Page 5 MF -1R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM MF -1R User#-MP1320 User-CALCTECH Run -Proposed Residence SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the CEC .��L 150(1): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. IEWq;A.0.SgrM P6C6j-50 4. Cooling system piping below 55 degrees insulated. 2 -la W, LA�. 2-4aV 6P &IUAI 5. Piping insulated between heating source and indirect PIP hot water tank. *150(m): *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. .2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cooking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES 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. -Ai/(- _0(_ TOIL Design- Enforce- er ment M J/L COMPUTER METHOD SUMMARY Page 6 C -2R Project Title.......... Residence for Hammon Date........ 08/11/95 Project Address........ 18 Old Mill Rd. Berry Creek Documentation Author... Neal Kuopus Company................. CALCTECH Telephone .............. (916) 534-5066 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence N Zone Type Energy Use (kBtu/sf-yr) MICROPAS4 ENERGY USE SUMMARY Standard Proposed Compliance Design Design Margin Space Heating.......... 13.36 10.26 3.10 Space Cooling.......... 12.23 17.39 -5.16 Water Heating.......... 11.12 8.79 2.33 Total 36.71 36.44 0.27 *** 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..... 2234 sf Single Family Detached New Front Facing 270 deg (W) 1 2 ReducedYear Raised Floor (Package E) 1 21921 cf 1336.5 sf 0 sf 0 sf 18.7 % of FA 9.8 ft BUILDING ZONE INFORMATION Floor Area Volume (sf) (cf) 2234 21921 # of Dwell Cond- Thermostat Units itioned Type Vent Special Height Vent Area (ft) (sf) 1.00 Yes Setback 8.0 n/a COMPUTER METHOD SUMMARY . Page 7 C -2R Project Title.......... Residence for Hammon Date........ 08/11/95 IMICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence OPAQUE -SURFACES Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE 1 Wall 475 0.055 R-21 270 90 Yes WP.21.2X6.16 FRONT 2 Wall 459 0.055 R-21 180 90 Yes WP.21.2X6.16 RIGHT 3 Wall 448 0.059 R-21 90 90 Yes SWP21.2X6.16 BACK 4 Wall 530 0.055 R-21 0 90 Yes WP.21.2X6.16 LEFT 5 F1oorExt 1292 0.040 R-21 0 0 No FXG21.2X1216.TO GARAGE 6 F1oorExt 45 0.042 R-21 0 0 No FX.21.212.16 TO OPEN 7 Wall 70 0.078 R-15 270 90 No GW.15.2X4.16 TO STAIRWELL 8 Wall 63 0.060 R-21 270 90 Yes AW.21.2X6.16 TO ATTIC 9 Roof 385 0.025 R-38 0 0 No R.38.2X4.24 FLAT CEILING 10 Roof 468 0.025 R-38 180 23 Yes R.38.2X4.24 TILT CEILING 11 Roof 468 0.025 R-38 0 23 Yes R.38.2X4.24 TILT CEILING 12 Wall 72 0.060 R-21 270 90 Yes AW.21.2X6.16 TO ATTIC FENESTRATION SURFACES # of Vent SC SC Interior Area Pan- Frame Open U- Act Glass Int Shading/ Surface (sf) es Type Type value Azm Tlt Only Shade Description HOUSE 1 Door 80.0 2 Vinyl Slider 0.400 270 90 0.88 0.78 Drapes.Std 2 Window 48.0 2 Vinyl Fixed 0.390 270 90 0.88 0.78 Drapes.Std 3 Window 57.6 2 Vinyl Fixed 0.390 270 90 0.88 0.78 Drapes.Std 4 Door 400 2 Vinyl Slider 0.510 180 90 0.88 0.78 Drapes.Std 5 Window 24.0 2 Vinyl Slider 0.510 180 90 0.88 0.78 Drapes.Std 6 Door 20:0 2 Glz<50o Hinged 0.550 180 90 0.88 0.78 Drapes.Std 7 Door 4040 2 Vinyl Slider 0.510 90 90 0.88 0.78 Drapes.Std 8 Window 78.0 2 Vinyl Slider 0.510 90 90 0.88 0.78 Drapes.Std 9 Window 15.0 2 Vinyl Slider 0.510 0 90 0.88 0.78 Drapes.Std 10 Skylight 8.0 2 Wood Fixed 0.550 180 23 0.88 0.88 None 11 Skylight 8.0 2 Wood Fixed, 0.550 0 23 0.88 0.88 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 9 Window 15.0 3 4 2 0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM C -2R User#-MP1320 User-CALCTECH Run -Proposed Residence HVAC SYSTEMS Minimum Duct Duct. Duct System Type Efficiency Location R -value Efficiency HOUSE ' Furnace 0.780 AFUE Attic R-4.2 0.880 ACSplit 10.00 SEER Attic R-4.2 0.870 Tank Type 1 Storage WATER HEATING SYSTEMS Number Tank in Energy Size Heater Type Distribution Type System Factor (gal) Gas PipeInsulation 1 0.62 50 SPECIAL FEATURES/REMARKS R-4.2 duct insulation required R-21 floor insulation required per Form 3s R-15 or R-21 wall insulation required per Form 3s R-38 ceiling insulation required per Form 3 Vinyl frame dual -pane clear glazing req'd., U.O.N. Vinyl frame dual -pane low -e glazing req'd. at Front (West) only! Glazing U -values per MFR'S. NFRC testing & certification Misc. glazing U -values per CEC DEFAULT TABLES FURN.78: CEC MIN. REQUIREMENT AC.10.0: CEC MIN. REQUIREMENT HWH: A.O.SMITH PGCG-50-223 or 225 or EF=0.62 or greater HWH: R-12 external blanket insul. & R-4 or greater pipe insul. External Insulation R -value R-12 CONSTRUCTION ASSEMBLY Page 9 3R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . WP.21.2X6.16 Description .... S -LP 3/8PL R-21 2x6 16oc Type ........... Wall R -Value ........ 21 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Total R -Value: 1 / 0.055 = 18.26 sf-F/Btuh Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film:.winter value 0.17 0.17 1. SHIPLAP 0.75 0.75 in spruce/pine 0.74 0.74 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.38 0.375 in plywood 0.47 0.47 4c. BATT.R21.0 R-21 batt insul (cavity > 5.5 in) 21.00 -- 4f. FIR.2X6 2x6 in fir framing -- 5.45 5. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 23.57 8.02 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 23.57 x 0.85) + (1 / 8.02 x 0.15) = 0.055 Btuh/sf-F Total R -Value: 1 / 0.055 = 18.26 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 10 3R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 .File-RHAMMONC �Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence . rl Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Reference Name . SWP21.2X6.16 Description .... Wall R-21 2x6 16oc Type ........... Wall R -Value ........ 21 sf-F/Btuh Framing Y Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 V Material Cavity Frame Name Description; R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. STUCC0.0.88 0.875 in stucco 0.17 0.17 2. BLDG.PAPER Building paper (felt) 0.06 0.06 3. PLY.0.38 0.375 in plywood 0.47 0.47 4c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 4f. FIR.2X6 2x6 in fir framing -- 5.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 22.56 7.00 FRAMING ADJUSTMENT CALCULATION Cavity "Framing Total U -Value: (1 / 22.56 x 0.85) + (1'/ 7.00 x 0.15) = 0.059 Btuh/sf-F Total R -Value: 1 / 0.059 = 16.92 sf-F/Btuh V CONSTRUCTION ASSEMBLY Page 11 3R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . FXG21.2X1216 Description .... Floor exp R-21 2x12 16oc Type ........... F1oorExt R -Value ........ 21 sf-F/Btuh Framing Material ..... FIR.2X12 Spacing ...... 16 inches on center Fraction ..... 0.10 Sketch of Construction Assembly •LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame Name Description R -Value R -Value 0. FILM.EX Exterior air film: winter value 0.17 0.17 1. GYP.0.63 0.625 in gypsum or plaster board 0.62 0.62 2c. AIR.FLR.3.50 3.5 in & greater air space: heat down 1.00 -- 2f. FIR.2X12 2x12 in fir framing -- 11.14 3c. BATT.R21.0 R-21 batt insul (cavity > 5.5 in) 21.00 -- 4. PLY.0.75 0.75 in plywood 0.93 0.93 5. CARPET 'Carpet & pad 2.08 2.08 I. FILM.IN.FLR Inside air film: heat flow down 0.92 0.92 Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity U -Value: (1 / 26.72 x 0.90) + (1 / Framing 16.71 15.86 Total 15.86 x 0.10) = 0.040 Btuh/sf-F Total R -Value: 1 / 0.040 = 25.01 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 12 3R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . FX.21.212.16 Description .... Floor exp R-21 2x12 16oc Type ........... Floor R -Value ........ 21 sf-F/Btuh Framing Material ..... FIR.2X12 Spacing ...... 16 inches on center Fraction ..... 0.10 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Name Description 0. FILM.EX Exterior air film: winter value 1. GYP.0.63 0.625 in gypsum or plaster board 2c. BATT.R21.0 R-21 batt insul (cavity > 5.5 in) 2f..FIR.2X12 2x12 in fir framing 3. PLY.0.63 0.625 in plywood 4. CARPET Carpet & pad I. FILM.IN.FLR Inside air film: heat flow down Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity Framing Cavity Frame R -Value R -Value 0.17 0.17 0.62 0.62 21.00 -- -- 11.14 0.77 0.77 2.08 2.08 n_Q9 n_49 LJ. Ju 1J./U Total U -Value: (1 / 25.56 x 0.90) + (1 / 15.70 x 0.10) = 0.042 Btuh/sf-F Total R -Value: 1 / 0.042 = 24.05 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 13 3R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence 0 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Reference Name . GW.15.2X4.16 Description .... Wall R-15 2x4 16oc Type ........... Wall R -Value ........ 15 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 16 inches on center Fraction ..... 0.15 FRAMING ADJUSTMENT CALCULATION 'Cavity Total Unadjusted R -Values Framing Cavity Material R -Value R -Value Name , Description 0. FILM.EX Exterior air film: winter value 1. GYP.0.63 0.625 in gypsum or plaster board 2. BLDG.PAPER Building paper (felt) 3c. BATT.R15 R-15 batt insul (cavity = 3.5 in) 3f. FIR.2X4 2x4 in fir framing 4. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.WLL Inside air film: heat sideways FRAMING ADJUSTMENT CALCULATION 'Cavity Total Unadjusted R -Values Framing Cavity Frame R -Value R -Value 0.17 0.17 0.62 0.62 0.06 0.06 15.00 -- -- 3.46 0.45 0.45 0.68 0.68 16.98 5.44 Total U -Value: (1 / 16.98 x 0.85) + (1 / 5.44 x 0.15) = 0.078 Btuh/sf-F Total R -Value: 1 / 0.078 = 12.89 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 14 3R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name AW.21.2X6.16 Description .... Wall R-21 2x6 16oc Type ........... Wall R -Value ........ 21 sf-F/Btuh Framing Material ..... FIR.2X6 Spacing ...... 16 inches on center Fraction ..... 0.15 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material Cavity Frame. Name Description R -Value R -Value O.'*-FILM.EX Exterior air film: winter value 0.17 0.17 1. BLDG.PAPER Building paper (felt) 0.06 0.06 2c. BATT.R21 R-21 batt insul (cavity = 5.5 in) 21.00 -- 2f. FIR.2X6 2x6 in fir framing -- 5.45 3. GYP.0.50 0.50 in gypsum or plaster board 0.45 0.45 I. FILM.IN.WLL Inside air film: heat sideways 0.68 0.68 Total Unadjusted R -Values 22.36 6.80 FRAMING ADJUSTMENT CALCULATION Cavity Framing Total U -Value: (1 / 22.36 x 0.85) + (1 / 6.80 x 0.15) = 0.060 Btuh/sf-F Total R -Value: 1 / 0.060 = 16.65 sf-F/Btuh CONSTRUCTION ASSEMBLY Page 15 3R Project Title.......... Residence for Hammon Date........ 08/11/95 MICROPAS4 v4.02 File-RHAMMONC Wth-CTZ11S92 Program -FORM 3R User#-MP1320 User-CALCTECH Run -Proposed Residence Reference Name . R.38.2X4.24 Description .... Roof R-38 2x4 24oc Type ........... Roof R -Value ........ 38 sf-F/Btuh Framing Material ..... FIR.2X4 Spacing ...... 24 inches on center Fraction ..... 0.07 Sketch of Construction Assembly LIST OF CONSTRUCTION COMPONENTS Material • Name Description O. FILM.EX Exterior air film: winter value 1. SHNGL.ASPHLT Asphault shingle roofing 2. BLDG.PAPER Building paper (felt) 3. PLY.0.50 0.50 in plywood 4. AIR.RF.3.50 3.5 in & greater air space: heat flow up 5. BATT.R27.0 R-27 batt insulation 6c. BATT.RII.0 R-11 batt insul (cavity > 3.5 in) 6f. FIR.2X4 2x4 in fir framing 7. GYP.0.50 0.50 in gypsum or plaster board I. FILM.IN.RF Inside air film: heat flow straight up Total Unadjusted R -Values FRAMING ADJUSTMENT CALCULATION Cavity U -Value: (1 / 41.15 x 0.93) + (1 / Total R -Value: Framing Cavity Frame R -Value R -Value 0.17 0.17 0.44 0.44 0.06 0.06 0.62 0.62 0.80 0.80 27.00 27.00 11.00 -- -- 3.46 0.45 0.45 0.61 0.61 41.15 33.62 Total 33.62 x 0.07) = 0.025 Btuh/sf-F 1 / 0.025 = 40.51 sf-F/Btuh HVAC SIZING Page 16 HVAC Project Title.......... Residence for Hammon Date........ 08/11/95 Project Address........ 18 Old Mill Rd. Berry Creek Documentation Author... Neal Kuopus Company ................ CALCTECH Telephone .............. (916) 534-5066 Compliance Method...... MICROPAS4 by Enercomp, Inc. Climate Zone........... 11 Field Check/ Date MICROPAS4.v4.02 File-RHAMMONC Wth-CTZ11S92 Program -HVAC SIZING User#-MP1320 User-CALCTECH Run -Proposed Residence GENERAL INFORMATION Floor Area.................. Volume..................... Front Orientation.......... Sizing Location............ Latitude... .... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... SummerRange ............... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 2234 sf 21921 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F No No No 0.20 HEATING AND COOLING LOAD SUMMARY 270 deg (W) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 8252 4957 Glazing Conduction ............... 7738 5030 Glazing Solar .................... n/a 18543 Infiltration ..................... 12469 5119 Internal Gain .................... n/a 2100 Ducts ............................ 2846 3575 Sensible Load .................... 31305 39324 Latent Load ...................... n/a 7865 Minimum Total Load 31305 47188 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. J Page No. 1 DIRECTORY OF CERTIFIED STORAGE WATER HEATERS Updated 08/02/93 -------------------------=---------------------- LPG & Oil (WOS) ------------------------------------------------ CALCTECH ------------------------------------------------ Equipment ------------_------------------------------------ Finder v2.2 User # EF1320 Selection Criteria: 2 of 1261 Marked 08/11/95 Rec Eff Rated Hght Brand. Vol EF Stndby Input F Wdth R16 Date Model Number ------------------------- (gal) M ------- ----- (o) ------- (Btuh) ------- T (in) ? - ----- --- Added ------ SMITH, A. 0. 50.0 0.62 80.0 37000 L 57 9212 PGCG-50-223 0.00 22 SMITH, A. O. 50.0 0.62 480.0 37000 L 57 9212 PGCG-50-225 0.00 22 � . J r J LAND DEVELOPMENT - BUILDING PERMIT CLEARANCE Building Permit No. / ,-"— I �� OWNERS%2r✓ NAME: ;I�t'' NUMBER: PRINT ST NAME FIRST COUNTY ZONING -�•- \� DESIGNATION: J '` FLOOD ZONE: FLOOD MAP: Z �� Q APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: ' DATE OF CREATION: _(P--•� DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: COMMENTS/CONDITIONS: LEGAL ACCESS REQUIRED: _ YES NO YES NO / iz9,9z 's/ 7s MAP INFORMATION: n �.,+ OC -0 "tic qty `®2r -,Ir ANN D2 . DATE OF RECORDING 7 Z 2 3/59 LOT 54- BOOK 2A PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW-.- A. ELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. X 2. Maintain a VO ft.building setback from right-of=way/cerate¢line of 4 C -Ml [.L -12 i7 _ - 4 3. Maintain "a 100 ft. leachfield setback from all existing wells. WN _ 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of $_ to Battalion Number of the Butte County Fire Department. _ 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. 8. Connect to a public sewer system. _ 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 10. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 11. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) _ 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010 _ 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. as stated _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the" Seismic Zone 3 requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all Work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. 21 22 23 24 25 LD 8/95 - C:\WP51\FORMS.K\BLDGPERM.CLR environmental Heafth SEP 1 1 1995 Oroville, California 1995 Butte County Health Department Environmental Health Permits Division 7 County Center Drive Oroville, CA 95965 Butte County Building Inspection Division 7 County Center Drive Oroville, CA 95965 RE: Application .to Lake Madrone Water District -'for Domestic Water Service Connection Ladies .and Gentlemen: The Lake Madrone Water -District has received an application.. for one (1) domestic connection:of_a-s.ize of inches to API w��� �'U_tJ_ �C'34 resent y . -owned by ThisApplication has been accompanied -by all fees, charges, and. - payments required by the District which. `consists . of : 1. Charge of District. for .physical -installation, box and extension of line to property edge to be located at approximately - 2. -Payment f connection fees and .capacity. charge of • 3. Any other special charges or costs: $ Because these lands have previously paid for a connection, but not connected and are currently subject to the Districts water charges, the District does not believe that it can equitably refuse service to the property despite the fact that there are severe restrictions on the District water system. For that reason, the landowners have executed an agreement recognizing that they hold the District harmless from any claims arising from shortages or the absence of water service and agree that they connect assuming all known and unknown risks of harm or damage. /ma CA ..UMW1)%V4 SERV.n Very truly yours, LAKE MADRONE WATER DISTRICT - By AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to 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 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 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 follONvs: Lot 54, AS SHOWN ON THAT CERTAIN—MAP—ENTITLED, "Feather Rivere Fordst Homes, Spring Valley Addition" which Map was recorded'in the office of the Recorder of the County of Butte, State of California, July 23, 1959, in Map Book 24, at Pagas 3,4, and 5. Date: A11cp1st 8Y 199S PROP TY OWNERS: c a Y\ V - V•i Yyxm OYV State of California County of Butte :tn August 8., 199_5before me, T=e-ft-p Cart -on personally appeared Rc)1hPrta R- Hamann anc3 ,Tc)hn T,_ Hammen personal] known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. I LYf�tlTTE GAR ON COMM. #iU2334?_ L NOTARY PUBLIC - CALIFORNIA SU17ER COUNTY Signatur Seal: I Comm. Expires APR. 17 1998 1 A. P. E pQ — % Ql�— EN® OF (DOCUMENT 95-26337 95-0263371 Rec Fee 6.00 I COP 1.00 ; And when recorded mail to: Recorded I Official Records I Cash '7. O0 ' Building Division 1 I County of I 1 #7 Countv Center Drive Butte 1 Oroville, Ca. 95965 Candace J. Grubbs I Recorder I 1:37pm 8 -Aug -95 I PUBL XX 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to 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 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 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 follONvs: Lot 54, AS SHOWN ON THAT CERTAIN—MAP—ENTITLED, "Feather Rivere Fordst Homes, Spring Valley Addition" which Map was recorded'in the office of the Recorder of the County of Butte, State of California, July 23, 1959, in Map Book 24, at Pagas 3,4, and 5. Date: A11cp1st 8Y 199S PROP TY OWNERS: c a Y\ V - V•i Yyxm OYV State of California County of Butte :tn August 8., 199_5before me, T=e-ft-p Cart -on personally appeared Rc)1hPrta R- Hamann anc3 ,Tc)hn T,_ Hammen personal] known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. I LYf�tlTTE GAR ON COMM. #iU2334?_ L NOTARY PUBLIC - CALIFORNIA SU17ER COUNTY Signatur Seal: I Comm. Expires APR. 17 1998 1 A. P. E pQ — % Ql�— EN® OF (DOCUMENT NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A.' l Instructions for recording Agricultural Statement of Acknowledgement: Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed, the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). Property owners must sign in the presence of a Notary Public and have the form notarized. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: $6.00 - 1st. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday): OVER