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073-270-003
073-27-0-003 00-1336 1- 7 FLAGG, KEN 11219 WINDING WAY, CLIPPER MILLS ! CONTR: DAN WALDRON�tirto l� NEW SINGLE FAMILY • I J i. i • OV n r u I 'r NOTES �z s .� CE of sc RESIDENTIAL 073,.27-0-003 00-1336-±;! PERMIT NO. FLAGG, KEN 11219 WINDING WAY, CLIPPER MILLS CONTR: -DAN WALDRON NEW SINGLE FAMILY SPECIAL CONDITIONS L GAS I" CHECKED F, meter By BY SRA ELECTRIC' FLOOD CERTIFICATE REQ. Meter By Date FIRE SPRINKLERS REQ. —VI SPECIAL INSPECTION ITEMS 71. VERIFY USE PERMIT CONDITIONS_ . OFFICE COPY Address I" JOB FINALED (Date) Signature L GAS I" F, meter By Da ELECTRIC' Meter By Date —VI ELECT C T C Meter By Date JOB FINALED (Date) Signature = OK 4. 0 = Not OK , - = Not Applicable • MOBILE HOMES * = Not Ready 2. Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Well Clearance & Discorinect 2. Soils; Special MH Support Sketch " - 8. 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date 4. Water; Location -Test -Easement Needed (Sketch) 1. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 2. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 3. 7. Well Clearance & Discorinect 4. 8. Utility Clearance 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; _Windows -Doors Date Electrics, Card B-1 Date - - Card B-1 Date Frmg.; Sills-Anchors-Studs-Rftrs-Trusses Card B-1 Date Card B-1 . Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date 5. Drain; MH Test -Fall -Flex Connector Date 6. Water; MH Test -Regulator -Connector Date 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed Date 7. Card B-1 Date Card B-1 Date 8. 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; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; _Windows -Doors � 7. Electrics, 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (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, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ./ = OK J 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date Upderfloor (Plans) OK except #'s Date . Ftg., Main; Soil s-Elec " r Ftg. Depth - ' - tg., Garage; Soils- Steel- Elec. Grnd.-/ r Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 1 5. 5t4mwalls, Main; Steel-Blockouts-Wrapped 'emwalls, Garage; Steel-Blockouts-Wrapped Hold D and Special Anchors ww1ri-P,, Steel -Wrapped Pi '-Fireplace Fig. -Steel W.V.; Fall -Fitting -Test -2 Way C/O -Sew est 0. UF, G ipe; Size Anchors - Yard Piping; Size Test �U Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. enums & Ducts; Clearance -Material -Support- Ins. . Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 1a tr.; vent•Access-Combustion Air Baffle llater ipe; Test & Anchor -Nail Protection V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection lac. Receptacles Spacing -Lights & Switches at Doors ze Boxes & No. of Conductors Stapled ,2&,-RaM-e-xjnstaIIed Close to Edge of Studs & C.J. quip. Ground made up w/Mach Fasteners -Bond Gas & Water 2$/ Appliance Circuits in Kitchen & Conductor Size GFI Y ubfeed Wire Size/ J / ga. Cu or AI-A.C. Wire Size/ / ga Cu or AI 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral ❑ Yes O No 31. Service -Riser Conductors & Ground Main Disconnect quip. Clearances Panels-Motors-Mech. Equip. 34,,e othes Closet Light -Shower Light -Spa Light A 01 4. moke Detector at Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s ?S. A.C. Ducts Insulation & Support Ven an, Exhaust above insulation 3 ondensate Drain & Overflow, Size & Grade 3 u 'ce-Vent Access -Comb. Air -Return Air Vent 115 outlet Attic Access & Platform if Furnace in Attic Date A, Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MING (Permit) OK except #'s Sit roper Materials & Anchors all tuds-Nailing Spacing & Braces -Plates -Sound ea " Walls over Girders & Floor Nailing D Stop in Walls (rat proof) Fir, Furred Ceilings -Stairs -Chasers -Tubs leaders & Beams -Size & Bearing G (Continued Hangers -Post Caps -Anchors -Connectors Q,tri'ng J -Rhr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 4&.-P—irepjace Ties or Type A Flue -Fireplace Throat Clearance Attic Ac s; Size & Romex Protection -Draft Stop -Ins. Baffles 5 drm. ows or Exiting Doors -Sill Ht. & Dimensions Gar a Protection Framing Pro irewall & Openings xt -One 3' -Check Garage 3rd Story, 2 Exits Sta�idth-Headroom-Rise- Run -Landing -Fire Protection lywood on Roof Overhang -Attic Vents -Rafter Outriggers .&.-Nailing Veneer creed -Fd. Vents-Underflr. Access 56!SFiear Walls; Nailing -Bolts 60. Brac erior/Exterior Wall Panels 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EINAL (Plans) OK except #'s xt. teps-Door & Sidelight Protection -Landings 6 moke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - I e; Above Floor -Ducts -Mach. Protection 6 m Exiting 617 G.F.I. & Bath Fixtures & Tub Access -Spa 68 ec. Trim & Subpanel, Breaker Sizes & Labels 69.s & Rails F' ace or Stove, Clearance -Hearth Ele utlets at Wood Panel, Int. & Ext. 72. it & Appliance; Ground -Air Gap -Cooking Clearance 7 lec. Outlets & Receptacles at Kit. Counter 74. Gar Fire Door; Swing -Landing -Closure 75. .C. P_uet in Garage -Damper 76 tr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Gara Above Floor -Mach. Protection 77. 'P . & Mech. Equip. Listed for Location 7 c. Receptacles in Garage (F.F.I.)-Romex Protection Insulation -Foam -Looked in Attic 80. Guard i s & Deck Construction -Post Caps 8J. n. VBents & Crawl Hole Door Drainage & Wood -Earth 41.1 ClpaYance Looked under Floor O Yes Following I)r stld./Drive :1 Yes 0 No/Walks p Yes 0 No/Planters p Yes ] No 83. Stue6o Brown -Finish A.C. U isconnect, Electrical -Plumbing 8,5. is Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings §f`/Exterior Elec. Trim, G.F.I. Receptacle -Underground 86/Ve tion Throughout House "91. as eters Tagged, Gas -Electric ater ewer Connected -C/O to Grade -HD Approval It 93. ergv Compliance Certificate -Other Certificates Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date V Card B-1 Date Card B-1 Comments at Final: 01:'24101- 09:47 SACRAMENTO INSULATION 4 67516.35 CERTIFICATION OF INSULATION ADDRESS OR TRACT LOT o MY us SOUARE FEET) TYPE OF INSULATION AArEAIAL FIBERGLASS BATTS AANUFACTURER'S PROOuCT 10 MANUFACTURER OCF A • VALUE I APPLIED INSTALLED I THICKNESS f i lYl/"/ IJ ,a q!AL I°OA•u FIBERGLASS NO. lee, D01 SACRAMENTO INSULATION CONTRACTORS I p.o. BOX 854. WEST SACRAMENTO. CA 55691 LIC. A202020 1309 MELODY BOAC, MARYSVILLE, CA 95001 LIG. @202026 P.O. BOX 96$1. FRESNO. CA 91793.9661 LIC, 4202026 P.O. BCX 1631• REPIO, NV S9SOS LK. diIOSJS ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 8911 B LIC. N10675 �ArE INSUI,A Iwo ►APLET o it op- ( SOUARE FEET{ I { SOUAR5 FEET) TYPE OF INSULATION TIPE•OF.INSULATION _ n!gT�A!AL FIBERGLASS MAr.EAMt FIBERGLASS Foa,� BATTS & BLOW FORM' BATTS .a+ANu;ACTUREQ S PR000Cr I p mANUFACTUREWS PRODUC1 1 KIANUFACTURER MANUFACTURER Oce .. ocF R • VALUE INSTALLED APPLIED THICKNESS MWENST LL O souALRE FOOT R - VALUE INSTALLED APPLIED THICKNESS o z'I � i 1�1 (� `1 'VEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE BATTS OCF 4A7egiA: _ rHlS IS TO CERTIFY THAT INSULATION AND,', MATERIAL STANDARDS AND REGULATIONS. aEMaRxS AIR INFILTRATtON SEALANT I �.oIjA-I:AzrUA;a W R GRACE ANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLIGAuLt iUJLZ.l { 1 1-303 BUILDER COPY COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, -CA • (530) 61-2751 r ' 7 Cnunty Canter nrive • Ornvilla CA • (53(11 .JM-71RAI Ea ` CORRECTION NOTICE ~ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office'when correction of work is . completed. If you have any questions pertaining to this matter, or need additional, explanation, i- :e i r� r� f" MtV 1U/!JZ p.c COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT �o (Rev.12/96) APPLICATION AND PERMIT �a _/_5:9� ASSESSOR PARCEL NUMBER 073-27-0-003 ZONING BUILDING PERMIT OWNER KEN FLAGG TELEPHONE SO. FT. OCC. BUILDING VALUATION j� 2 R 2 OWNERS MAIUNG ADDR SS -.0. BOX 61134, SUNNYVALE, CA 94088 566 U 10 188.00 CONTRACTOR'S NAME DAN WALDRON CONST. TELEPHONE 675-0702 4076 COV 13,988.00 CONTRACTORS MAILING ADDRESS P.O. BOX 128 CLIPPER MILLS CA 95930 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation 1$164,468.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 -Filing Permit Fee $ 867.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $563.55 BUILDINGADDRESS 11219 WINDING WAY, CLIPPER MILLS, CA 95930 Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $1,473.55 LOT NO.PAREL 117 S`�KY 1nVUNTAIN # 3 MAP 35c7677 PLUMBING PERMIT Filing Fee 20.00 Each Trap 1 7.00 77.0011 USEOFSTRUCTURE SF 9 Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water pI in piping g 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New P Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY (3 BEDROOM) Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15 .00 Mobile Home I S I G I W@20.00 PERMIT FEE $ 157 . 00 ELECTRICAL PERMIT Fling Fee 20.00 '*OVOR LESS Main Service zo.A OR IES. 23.00 23.00 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. 3 7 9 (,� License Class g^� 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. ❑ I, 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 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 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' comp nsation insu nce carrier and policy number are: Carrier 5+*- _F -u n , .� Policy Number 00 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 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 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date _�0-V_ Signature of Applicant - ❑ Owner QY Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mein Service TO 46.00so CCU000A NEW CONST. DWEWNG OCCUP. SO DWE200ALLING OR ADDNS. ( a ACC. SLOs. 3.50FT. 110.7 T. MULTI.OUTCUT 97.50 -NON-ID. POWER APPARATUS 8 SINGLE OUTLET CIR. zo EX. OCCU OUTLET OR FIXTURES SAL O I.00 w F AED APPLNS. . OR S.00 Ex. Occup. oUTLtTs RESIDEa Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 15 3 . 7 4 MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT HEATING ONLY 15.0 cooling HEATER 15.0 Hood 6.50 6.5 Ventilation 3 4.50 13.5 PERMIT FEE S 7 0.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 occ CONST. TYPE TOTAL FEE $1 9900.29 H�Z. . FE IMP FLOOD CDF ARC PD HD ISSUE 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. C? l By ate PERMIT EXPIRES ON 0 4� ate Receipt No. 294836 $611.70 1 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INS ECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION c� G,�i� ; 7 County Center Drive • Oroville, California 95965 - Telephone (530) 538-7541 r PERM NO. �(Rev. 12/96) APPLICATION AND PERMIT - 4� A ASSESSOR PARCEL NUMBEn O zoruNG BUILDING PERMIT ' 11J1) OWNER / (—/pL— At /� �1 TELEPHONE S`Q'p. 4. Q BUILDING VALUATION OWNERS MAILI ADDRESS Q /9 ' (y `f' CONTRALTO 7jV`�6 CONTRACT AD KESS 10CONSTRUCTION LENDER p 00 LENDER'S MAILING ADDRESS 7 U ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS. I YVAI r1/ 1, f.v�,/ (2, LOSUBDIVISIONS NAME 1) . I rh 62rW r�—WATI`T�0 Al -tr— 3 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Util" s ❑ Installation O Other ❑ Describe Work: /,47 A/ P 46, / /, � C/o PERMIT FEE S T d C ELECTRICAL PERMIT Fling Fee 20.00 Main Service eoov o s zoov oR ,ss 23.00 Main Service 200A TO l000A ) 46.00 &-] OUTLET OR FIXTURES �° @ �'°° EX. OCCU B— w Ex. Occu p. oirTLEDrs aESIo.)o 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT I Fling Fee I 2 .o0 Cooling v — Hood 1 1 6.50 1 /n 47.7 Ventilation PERMIT FEE S ` Mobile Home Installation Fee $ Energy Inspection Fee $ c `0"5% Tv TOTAL FEE $ (} O HA2. ,FEES IMPX CD VKlyHDI ISSUE �. 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 PERMIT EXPIRES ON Fireplace Total Valuation $ , Q END. Flirt Fee $ 20.00 Permit Fee $ Plan Checking eeJ::�fa-q.ss $ C Energy Plan Checking Fee $ r 3 PERMIT FEE S MAP6 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 / S^ Each gas water heater or vent 15.00 r S Gas piping system 1 - 5 outlets 15.00 / S Building sewer 15.00— 15- 1Mobile Home S j G I W 1 1 920.00 46, / /, � C/o PERMIT FEE S T d C ELECTRICAL PERMIT Fling Fee 20.00 Main Service eoov o s zoov oR ,ss 23.00 Main Service 200A TO l000A ) 46.00 &-] OUTLET OR FIXTURES �° @ �'°° EX. OCCU B— w Ex. Occu p. oirTLEDrs aESIo.)o 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT I Fling Fee I 2 .o0 Cooling v — Hood 1 1 6.50 1 /n 47.7 Ventilation PERMIT FEE S ` Mobile Home Installation Fee $ Energy Inspection Fee $ c `0"5% Tv TOTAL FEE $ (} O HA2. ,FEES IMPX CD VKlyHDI ISSUE �. 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 PERMIT EXPIRES ON � � '%� "ai•,:5-•-. •ti ..a r^,.n:.,,"� '�•h+^'i:•"' 1.--' {T •�.*,C......f+ �ia`s..-�i'::s-t:.h-:.,fi,.� ` .R.--,. ,. --r �.Y=.....,-,...: y t OWNER COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE PROPOSED BUILDING USE UILDING PERMIT FEES -- Balance Due ................. -- Additional Fees Due ........... -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ OOL DISTRICT FEES aid at District Office) SHERIFF FEES (paid at Building Division) Res ntial ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x • = $ #Units Amt. Commercial (sq.ft.) .. x * _$ Sq. Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES L0.00 (paid at Building Division)4��' SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P. DATE ""' /� ?t `�✓.✓k� RECEIPT # DATE REC �e ACAU1713-0d At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE �I �Dw Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner �.±� (Rev. 2/97) TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance `�rF-w. use ONLY, Pjf� A"aehad Floor Ra" Attaehd Son, to o.D� Owne � Location Ij AP# Plan Approved for: Sewage Disposal Water Supply: Public. Private Well Clearance for welling. Otherc6c k ct- Hold final for: Final clearance O.K. for: NOTE: Environmental Health Speciali Date r 8/96 �'�► CO NTY OF BUTTE - DEPARTMENT OP DEVELOPMENT SERVICES - BUILDING DIVISION UNTY,CENTER DRIVE'- OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET r) OWNER: 7466 ASSESSOR PARCEL ER:1 �1 Proposed Building Use: Building Inspector: Date: At time of permit app6ca ' n, was advised the following data must lie submitted prior to permit processing and/or issuance: T <-------------------- Date Reeved By ❑ 1. items have been submitted---------------------------------------------------------------- - ---. . le ee ot plans, 3/4 sets, signed by the preparer of plans. -- - -- -- --- - �f' ! - ❑3. amplete plans, 3/4 sets, signed by the preparer of plans. ------------- ------------------------------------ '€� �' r gineered plans, 3/4 sets, with wet signature on puns. All engineering must be shown on plans; -------- _ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! -i' -------------- y ergy Design Compliance and supporting documentation.----------------------------------=---------------- 7 Statement of Intent for Non -Heated and A/C Buildings. -------------------------------- ------------------------- sousMaterial Form. ---------------------------- - --------------------------------------------------;-- ac.:u�e�j, omq.�atga����wst . a onto_ ctions�c� ng-�ie �9v►� speciscations.--------- � -�= _d— f�� ct fees as shown on the attached schedule.---------------------------�---/----�---------------------- � - Z �- 7 ornia Department of Forestry plan approvaUfees.---��✓�-� ----j- ---------==----------- - , +` "❑ 13. Flood elevation certificate. ---------- I ---------------------------------------------------------------------------- V IY47—Sanitation and plot plan approval d",Q-6 Health Department. ------------------------------------------- ._ 1115 '. City of Chico plumbing permit. ------------- L-------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. -------= -------------------------`---------- ❑ 17. Planning approval for (A) Use: 0 � ' (B) Parking: --------------------------- b �" Id18. Contact Land Development about Improvements, ❑ Drainage, al Parcel. ----------------------- 1 l 1 ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy) - ---------- ------------------ ❑20. Pre -inspection for required Request to Building Inspector on (Dat ❑2 Contractor's license information. (Number, Name Style, Classification).------------------------------------- &K. ----------------------------------- & Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. w//rier-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- 4er of signature authorization. -------------------------------------------------------------------------------- rded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- t.2 1 tter of intent on building use. ----------------------------------------------------------------------------------- ❑27 -Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑ 28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant D6ed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- ❑ 3 0.Other:------- Whervybu issue the perrmt, process as follows El Mail to owner, OMail contractor. elephone 1 AQ and hold for pickup at office. O Deliver with inspector. 51Ti2UC7: 2911-Y/EW 7/6/00 Applicant: AMADate: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution D By: Co f plans sent ❑ Health Department, ❑ Fire Department, Oth �� rJJ IJarte:° PY oP � P P 1. Index pernut application for the above items numbered: '" % V ®(Plan Che k List 2. Additional items required: 17 Contracto designer, wner, was advised of the above required data by�lphone, ❑ mail, ❑ Building Division counter, by f> A Date: '?16/0 u Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, own e1rh w^a,s, advised of the above reauired data by ❑ phone, ❑ mail, ❑ Building Divis�' gn counter, by ate: Plans reviewed by: — n _ Date 1 Plans a6roved by: jj Date: ' Sets of plans on hold in ❑ Plan°Cabinet, o A•:P'. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. XND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 x'000-0030016 Recorded Official Records I REC FEE 7.00 I COPIES 1.00 County Of BUTTE I CANDACE J. GRUBBSReco j er ROSEMARY DICKSON j Assistant 10:56AM 03 -Aug -2000 I Kristy I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required 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 follows: LCT" (17, As SH-0ujlv ON 77F,4T CERT /,t/ /;7,.q /0 ENTITLED, ��MERRY/�'IO1,V7�¢/N VILLAGE ScJBDI VISI on/. U N 1 T /VD. 3 �� Wtf(CFf Ml4P W,+S RECORDE=D r'V 771E ©FF(CE o(= TrtE,DEA of =� K 3s of M�Ps� Snt - of CAS l Fo Rn((A, OA/ JUNE 17, f 9 �, AT- P, cE�s) 76- Date- 6. Date 7--3 w PROP�FRTY OWNERS: State of California ^� County of c5ouer U 041 On Tjq — 3/ — Sao0 R before ocrm M:4'yq G?� a� personally appeared Kenn e -+h ft o d Yew F- 124& (mown to me (or proved to me on the basis of s�factory evidence) to be the person instrument and acknowledged to me th4ph :hefts ry executed the same iI6Q ise r signature(lon the instrument, the person*r the entity upon t instrument. WITNESS my hand and tials�:�ko /j Signature (//��-. Seal: re A.P. #D-13-7-7 C) - 0 ()3 whose name(4ijFa§e subscribed to the within rtttletr authorized capacity(; and that by df of which the person acted, executed the Con rmsga+ • 11673" "at" wait - Ca#kwto So" CW0 CCU" wCantu.E,q* sgar+31.= Marysville Joint Unified School District Exhibit 3610 #1 CERTIFICATION OF COMPLIANCE SCHOOL DISTRICT DEVELOPMENT IMPACT FEES To be completed by applicant and taken to: Marysville Joint Unified School District 1919 B Street, Marysville Part I Property Owner's Name: . 1 Owner's Address: P/h -)r, Project Address: d I - ! 4y-rzyLrAA' AlAY &Q22 2 c - Parcel No: ""' �% (� Lot No: City or County: Building Dept:�! l �.V % '/ Permit No:� f A TYPE OF CONSTRUCTION: Residential Construction f Residential Reconstruction Commercial Construction Commercial Reconstruction Single Family Dwelling Multiple Family Dwelling No. of Units Mobile Home ' Total Number of Habitable Square Feet. THIS CERTIFICATION COVERS ONLY THE AMOUNT OF SQUARE FOOTAGE INDICATED ABOVE. ANY ADDITIONS OR CORRECTIONS TO THE SQUARE FOOTAGE FOR THE PROJECT WILL REQUIRE AN AMENDMENT TO THE CERTIFI- CATION OF, COMPLIANCE. FALSIFICATION OF SQUARE FOOTAGE AND/OR TYPE OF CONSTRUCT70N IS CAUSE FOR REVOCATION OF CERTIFICATION OF COMPLIANCE. ACCORDING TO GOVERNMENT CODE SECTION 66020 (d) (1). I HAVE BEEN NOTIFIED THAT WITH THE II1POSITION OF THIS FEE, THE 90 -DAY APPROVAL PERIOD IN WHICH I HAVE TO PROTEST THE FEE HAS BEGUN. I., Applicant's Name: KA'T�NJ W/\ LD k- T1y-; Date: 8 — 3 _ � Applicant's Signature: 1 a_ (A A rL Part II .1 TO BE COMPLAMD BY BUILDING EPARTMENT Total Number of . abitable Square Feet tS City of Marysville County of Yuba Signatures 'County of Butte Part In TO BE COMPLETED BY SCHOOL DISTRICT Certification of Compliance No. (Receipt No.): Fees Collected: No. of Square Feet x's $.28 for Commercial = $ No. of Square Feet x's $1.72 for Residential = $ 41�f " F Exempt from Fees: Reason: AS THE AUTHORIZED SCHOOL DISTRICT OFFICIAL. I HEREBY CERTIFY THAT THE REQUIREMENTS OF GOVERNMENT CODE SEC77ON 65995 HAVE BEEN COMPILED WITH BY THE ABOVE SIGNED APPLICANT. Signatute9-%�!�/' ' --''� Sandra Davini, Director of Business Services Date White: - school District _ SD:co Yellow - Applicant Pink . Building Dept ; 12/6/96 r *LAN REVIEW RESPONAD FORM In order tb expedite the review of your plans, please complete the following information and return this form with your re -submittal. this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan correction letter. "By others" is not considered a valid response. Please indicate yo, response to each item and the location where the information can be found on the plandcalcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LETTER AND RETURN WITH REVISED AND ORIGINAL PLANS, OWNERS NAME DATE: 7ASSESSORS PARCEL NUMBER PERMIT NUMBER 0-73- 7,70-003 o o - i 3A r"N rsl RESPONSE FOR PLAN CHECK LETTER DATED: (/ '1/-/ 61 PLAN CHECK ITEM # RESPONSE BY: ILOCATION ON PLANS/CALCS: eGihiD� VVav Cv-(f� Vc c �fi COMMENTS: �OLV U Co t � L,(/\ 01.W ( C D ice✓ rzo ev�e�lAS �Ir�s G�.le s t(FiW PLAN CHECK ITEM # �►- ti RESPONSE BY: �Gt G "I V,cJ LOCATION ON PLANS/CALCS: LOCATION ON PLANS/CALCS: 1-1 S`e4e, dry 1s COMMENTS: ET Y w,.. h a o V w 17T 1! crew -e,ven 3 z°► PLAN CHECK ITEM # v�.t r �3 COMMENTS: 1 LIvrAi q'n,i SE BY: V,ctk\ V4V ra'-\ 14�-P to 77 o�t�° ON PLANS/CALCS: t- I e PLAN CHECK ITEM # Pa vf I -#:-q RESPONSE BY: N*\ LOCATION ON PLANS/CALCS: COMMENTS: (/ ���� f �C PLAN CHECK ITEM # RESPONSE BY: LOCATION ON PLANS/CALCS: June 22, 2000 Ken Flagg P.O. Box 61134 Sunnyvale, CA 94088 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel. Number: 073-270-003 Building Permit Number: 00-1336 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: .Provide location of FAU. If located in the attic please size the appropriate truss for mechanical loads. ve Provide a construction detail of the attachment of the deck to the house. This attachment shall not be made by nails subject to withdrawal. ;! Provide information on the surelock siding. Does this material have an evaluation report for I.C.B.O.? Orientation of house is incorrect in the energy calcs. According to the plot plan this house faces 90 degrees east. Square footage of living area is 2598. Square footage of window area is 148 -East, 34 -West, 100 -North and 80 -South. Please provide two sets of new energy calcs. �5. Review of the building plans by the Butte County Building Division engineer has not been completed at this time. Any additional comments from the engineer will be addressed in separate correspondence. Plan check will continue upon receipt of all of the above items. Additional comments may be generated from your response above where the plan documents were incomplete, inconsistent or not adequate to depict code compliance.. If you wish to discuss any requirements, you may contact me at (530) 538- /D41 between 1:00 P.M. and 4:00 P.M.,1Onday through Fridays. PART -H The items identified below must be submitted prior to permit issuance. These items were noted'at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Balance of building permit fees in the amount of $1288.59 (Revised per corrections to original application). 2. Complete and return the Butte County School Impact Fee Certification form. (Enclosed to contractor). 3. Provide recorded copy of Agricultural Acknowledgement Statement. Sincerely, Martha Whitney Plans Examiner cc: Dan Waldron 0 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCFLLANEOUS ONLY Owner: Building Permit Number:.04 Plans Examiner: i�%� A- P. Number: 7C% 'QO GENERAL: � Loning requirements — (number of permitted living units). 2. uilding permit valuation. . ,Plans signed by the designer. A. Proper description of work.on the application. �! Existing violations on the property. ` Recorded notice of violation. PLOT PLAN: �. Complete parcel size and dimensions. Setbacks, side yard, easements, etc. �. Other buildings or structures. Grading, fills and/or drainage. Flood hazard Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees).. FAU & FAS road setback. o Building or utilities across lot lines (record form). FLOOR PLAN: /Y Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building . Code section 106.3.3). 10% of natural light and 5% of ventilation (Uniform -Building Code section 1203). �! Egress windows (Uniform Building Code section 310.4). ,,V Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar;- and exterior receptacles (NEC 210). �l 8. Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). ',ps r- 9. Prohibited locations of gas heating equipment'(Uniform Mechanical Code 304.5). Ze Mh - oaf• Garage firewall separation required 6a garage side including supporting walls and posts (Uniform -F 1DC ' -(n Building Code section 302.4 exception #3). 0-Af�L Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined space). Jit: Smoke detectors (Uniform Building Code section 310.9.1). .Yr Water closet clearances (Uniform Plumbing Code 408.5). Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 STRUCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code se6tion 2320.11.3). 3. Clerestory requiring balloon framing-and/or engineering. 4. Three story building requiring engineered calculations and plans. 5. Foundation plan complete enough to construct building. . 6. Floor construction details complete enough to construct building. 7. Elevations and wall construction details complete enough to construct building. 8.' Roof construction details complete enough to construct building. 9. jtafteF ties or bearing ridge beam. . Fireplace construction details and calculations if necessary. 1 Garage door header size(s). 2. Porch header size(s). X. Stud heights. Expansive soil — special foundation design required. Retaining walls requiring design. Special Inspection requirements. ' , o (� C � ect 7 Header sizes.. 1.8. Gypsum wal.lboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): f 2. Guardrails (Uniform Building Code section 509).�o✓I Brick or stone veneer (Uniform Building Code section 1403). 4.- Exterior'plaster— weep screeds (Uniform Building Code section 2506.5). C`G�-SIGf� 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). _ 6: - Roof covering type- (fire haiard). `I"" Foam insulation - protection. 36. halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). "Attic i6,cess and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances - LPG re4uirements.as9 OSound requirements. 4. Energy design compliance and supporting documentation. I �C®Y Flashing at all exterior openings. E_ ,W. CDF responsible area requirements. Building Permit requirements: p la+ p ktr7 17.1. SRA. Q 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. ?�- 17.4. Special Inspection requirements. 17.5. _ Use Permit conditions. . 17.6. Sub-Standard Housing letter. Page 2 of 2 • PIS C -ECT PROCESSING -r:ORD r APPLICANT: Awn /I �c � OWNER: A. P. #: WORK DESCRIPTION: DATE p MCgrMQN OF STEP ` CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Ken Flagg Date..06/27/00 08:08:15 Project Address........ Winding Way ******* --------------------- Clipper Mills *v5.10* ; ©d- 153('a ; Documentation Author... Donna J. Benson ******* Bur t # il ; JJ Permit Processing � �/ 6K 13250 Bianca Ln Plan Check / Date ; Grass Valley, CA 95949 ; 530-274-2331 Field Check/ Date Climate Zone........... 16 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-WALDRON Wth-CTZ16S92 Program -FORM CF -1R User#-MP1697 User -JJ Permit Processing Run -Typical House ------------------------------------------------------------------------------- GENERAL INFORMATION ------------------- Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor Construction Type.... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 2433 sf Single Family Detached New Front Facing 90 deg (E) 1 2 Raised Floor 17.6 % of floor area 0.55 Btu/hr-sf-F 0.65 8 ft BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type Type R -value R -value R -value U -value Location/Comments ------------ Wall ------- Wood -------- R-17.8 -------- R-0 ------- R-17.8 ------- 0.065 ------------------------ Roof Wood R-38 R-0 R-38 0.029 Attic Door None R-0 R-0 R-0 0.330 Solid Wood - Floor Wood R-19 R-0 R-19 ,0.037 To OdUi FENESTRATION ------------ Over - Exterior Area U- Fins Interior Orientation Standard (sf) Value SHGC Shading -------------------- Window Front (E) ----- 148.0 ------ 0.550 ------ 0.650 --------------- Standard Window Front (E) 19.0 0.550 0.670 Standard Door Front (E) 48.0 0.550 0.650 Standard Window Left (S) 80.0 0.550 0.650 Standard Window Back (W) 34.0 0.550 0.650 Standard Window Right (N) 100.0 0.550 0.650 Standard Over - Exterior hang/ Shading Fins -------------- Standard ----- Yes Standard Yes Standard Yes Standard Yes StandME M e% Standard Yes RAOM DEPARTMEW I f r CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Ken Flagg Date..06/27/00 08:08:15 MICROPAS5 v5.10 File-WALDRON Wth-CTZ16S92 Program -FORM CF -1R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency ---------------------------- Location ------------ R -value Leakage Manual ------------------------- D Type Furnace 0.780 AFUE Attic R-4.2 No No ------- Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value ------------ ----------- ------------------- -------------- ------ ---------- Storage Gas Standard 1 0.58 50 R- n/a REMARKS w -TE I CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Ken Flagg. Date..06/27/00 08:08:15 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-WALDRON Wth-CTZ16S92 Program -FORM CF -1R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- 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 Modeling Assumptions section. DESIGNER or OWNER Name.... Dan Waldron Company. Waldron Construction Address. P. 0. Box 128 Clipper Mills CA 95930 Phone... (530) 675-0702 License. 367912 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... Donna J. Benson Company. JJ Permit Processing Address. 13250 Bianca Ln Grass Valley, CA 95949 Phone... 530-274-2331 1k)Signed.. � QO (date) s= "'m, .iii MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Ken Flagg Date..06/27/00 08:08:15 Project Address........ Winding Way ******* --------------------- Clipper Mills *v5.10* ; Documentation Author... Donna J. Benson ******* Building Permit # JJ Permit Processing 13250 Bianca Ln Plan Check / Date Grass Valley, CA 95949 530-274-2331 ; Field Check/ Date ; Climate Zone........... 16 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-WALDRON Wth-CTZ16S92 Program -FORM MF -1R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- Note: 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 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. t� 150(b): Loose fill insulation manufacturer's labeled R -Value. *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does not apply to exterior mass walls). v *150(d): Minimum R-13 raised floor insulation in framed floors. v 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form.y 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission quality standards. C% -Y 150(e): Installation of Fireplaces, Decorative Gas Appl' acYu�re,s,_, and Gas Logs MOM ®EPARTMEN 1. Masonry and factory -built fireplaces have: APPROVED MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 2 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Ken Flagg Date..06/27/00 08:08:15 MICROPASS v5.10 File-WALDRON Wth-CTZ16S92 Program -FORM MF -1R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- 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. SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES -------------------------------------------------------------- Design- Enforce- er ment 110-113: HVAC equipment, water heaters, showerheads and faucets certified by the Commission.y 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. 150(i): Setback thermostat on all applicable heating and/or cooling systems. ✓ 150(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up tanks for solar systems, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6. Piping insulated between heating source and indirect hot water tank. ✓ *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sealed to comply with the ICBO 1997 UMC sections 601 and 603; ducts insulated to a minimum installed R-4.2 or ducts enclosed entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other duct closure system that meets the applicable requirements of UL181, UL181A, or UL181B and other applicable specified tests for longevity given in Sec. 150(m). 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. ,V1 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electro C&M 'V resistance heating and no pilot light. 2. System is installed with: f-OUL-LUNG DEPARTMEN a. At least 36 inches of pipe between filter and heater for future solar heating. APPROVE MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Ken Flagg Date..06/27/00 08:08:15 MICROPAS5 v5.10 File-WALDRON Wth-CTZ16S92 Program -FORM MF -1R User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr).y LIGHTING MEASURES ----------------- Design- Enforce- er ment 150(k)l: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. e/ 150('k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this requirement allowed in Sec. 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. V JILOING ®SPAR &,, ROVED COMPUTER METHOD SUMMARY Page 1 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Ken Flagg Date..06/27/00 08:08:15 Project Address........ Winding Way ******* --------------------- Clipper Mills *v5.10* ; Documentation Author... Donna J. Benson ******* Building Permit # ; JJ Permit Processing ; 13250 Bianca Ln Plan Check / Date ; Grass Valley, CA 95949 ; 530-274-2331 Field Check/ Date Climate Zone........... 16 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-WALDRON Wth-CTZ16S92 Program -FORM C -2R User#-MP1697 User -JJ Permit Processing Run -Typical House ------------------------------------------------------------------------------- ---------------------------- ---------------------------- MICROPAS5 ENERGY USE SUMMARY = Energy Use Standard Proposed Compliance = (kBtu/sf-yr) _----------------------- Design ----------- Design ---------- Margin = Space Heating.......... 43.57 45.04 ---------- -1.47 = = Space Cooling.......... 5.23 4.29 0.94 = - Water Heating.......... 11.58 10.52 1.06 = = Total 60.38 59.85 0.53 = _ *** Building complies ----------------------------------------------------------------- ----------------------------------------------------------------- with Computer Performance GENERAL INFORMATION Conditioned Floor Area..... 2433 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg (E) Number of Dwelling Units... 1 Number of Building Stories. 2 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Raised 1 19464 0 sf Floor cf 17.6 % of floor area 0.55 Btu/hr-sf-F 0.65 8 ft ITEC IV. APPROVE COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Ken Flagg Date..06/27/00 08:08:15 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-WALDRON Wth-CTZ16S92 Program -FORM C -2R User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION Floor # of Vent Vent Air Area Volume Dwell Cond- Thermostat Height Area Leakage Zone Type (sf) (cf) -------------- ------------ Units itioned Type ----------------------- (ft) ----- (sf) -------- Credit --------- HOUSE Comments -------------- HOUSE ------ ----- Residence 2433 19464 1.00 Yes Setback 8.0 Standard No OPAQUE SURFACES OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt --- Gains Reference Comments -------------- HOUSE ------ ----- ----- ---- ----- ------------ ---------------- ----- 1 Wall 576 0.065 17.8 90 90 Yes W.19.2X6.16 ---- 2 Wall 288 0.065 17.8 180 90 Yes W.19.2X6.16 n/a 3 Wall 704 0.065 17.8 270 90 Yes W.19.2X6.16 2.0 4 Wall 576 0.065 17.8 0 90 Yes W.19.2X6.16 48.0 5 Roof 2433 0.029 38 n/a 0 Yes R.38.2X12.16 Attic 6 Door 20 0.330 0 90 90 Yes None Solid Wood 7 Floor 2433 0.037 19 n/a 0 No FC.19.2X8.16 To Outside 2.0 1.33 n/a n/a FENESTRATION SURFACES n/a Area --------------------- U- Act Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC ---------------------- HOUSE ----- ----- ----- --- ---- -------------- -------------- 1 Window Front (E) 148.0 0.550 0.650 90 90 Standard/0:76 Standard/0.68 2 Window Front (E) 19.0 0.550 0.670 90 90 Standard/0.76 Standard/0.68 3 Door Front (E) 48.0 0.550 0.650 90 90 Standard/0.76 Standard/0.68 4 Window Left (S) 80.0 0.550 0.650 180 90 Standard/0.76 Standard/0.68 5 Window Back (W) 34.0 0.550 0.650 270 90 Standard/0.76 Standard/0.68 6 Window Right (N) 100.0 0.550 0.650 0 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS ---Window-- ------Overhang----- ---Left Fin--- ---Right Fin -- Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght ----------- HOUSE ----- ----- ----- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- 1 Window 148.0 n/a 6.66 2.0 1.33 n/a n/a n/a n/a n/a n/a n/a n/a 2 Window 19.0 n/a 6.66 2.0 1.33 n/a n/a n/a n/a�� ;,, }/f . n/a 3 Door 48.0 n/a 6.66 2.0 1.33 n/a n/a n/a n/a n%a/ n/a 4 5 Window Window 80.0 34.0 n/a n/a 6.66 6.66 2.0 2.0 1.33 1.33 n/a n/a n/a n/a n/a n/a 04._� �.�n/a n/a n a fin/ Na 6 Window 100.0 n/a 6.66 2.0 1.33 n/a n/a n/a n/a,1�/ /� n/a COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Ken Flagg Date..06/27/00 08:08:15 ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-WALDRON Wth-CTZ16S92 Program -FORM C -2R ; User#-MP1697 User -JJ Permit Processing Run -Typical House ; ------------------------------------------------------------------------------- System Type ---------------- HO USE Furnace ACSplit WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- -------------------- -------------- ------ 11 Storage Gas Standard 1 0.58 50 REMARKS External Insulation R -value R- n/a ,30TTE couiv, i 1101LUNG UEPAJ� Eej,}. V HVAC SYSTEMS Minimum. ------------ Duct Duct Tested Duct ACCA Duct Efficiency ------------ Location ------------- R -value ------- Leakage Manual D ------------------ Eff ------- 0.780 AFUE Attic R-4.2 No No 0.719 10.00 SEER Attic R-4.2 No No 0.755 WATER HEATING SYSTEMS --------------------- Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) ------------ ----------- -------------------- -------------- ------ 11 Storage Gas Standard 1 0.58 50 REMARKS External Insulation R -value R- n/a ,30TTE couiv, i 1101LUNG UEPAJ� Eej,}. V HVAC SIZING Page 1 HVAC Project Title.......... Ken Flagg Date..06/27/00 08:08:15 Project Address........ Winding Way ******* --------------------- Clipper Mills *v5.10* ; Documentation Author... Donna J. Benson ******* Building Permit # JJ Permit Processing ; 13250 Bianca Ln Plan Check / Date ; Grass Valley, CA 95949 ; 530-274-2331 Field Check/ Date ; Climate Zone........... 16 --------------------- Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- MICROPAS5 v5.10 File-WALDRON Wth-CTZ16S92 Program -HVAC SIZING User#-MP1697 User -JJ Permit Processing Run -Typical House ------------------------------------------------------------------------------- GENERAL INFORMATION Floor Area ................. 2433 sf Volume ..................... 19464 cf Front Orientation.......... Front Facing 90 deg (E) Sizing Location............ GRASS VALLEY Latitude ................... 39.2 degrees Winter Outside Design...... 25 F Winter Inside Design....... 70 F Summer Outside Design...... 96 F Summer Inside Design....... 78 F Summer Range ....' .......... 29 F Interior ShadingUsed...... No Exterior Shading Used...... No Overhang Shading Used...... No Latent Load Fraction....... 0.20 HEATING AND COOLING LOAD SUMMARY Note: The loads shown are only one of the criteria affectikW;tPe election of HVAC equipment. Other relevant design factors- such ash 4yl;ow T xa requirements, outside air, outdoor design temperat?`44s, co �l, sizing, �-ty -�T availability of equipment, oversizing safety margin, etc., mu tas�'b�„ considered. It is the HVAC designer's responsibility jo �e®r a� t Heating Cooling Description --------------------------------- (Btuh) ----------- (Btuh) ----------- Opaque Conduction and Solar...... 13864 .5078 Glazing Conduction ............... 10618 4247 Glazing Solar .................... n/a 17270 Infiltration ..................... 13164 2693 Internal Gain .................... n/a 2100 Ducts ............................ 3765 3139 Sensible Load .................... 41411 34526 Latent Load ...................... n/a 6905 Minimum Total Load ----------- 41411 ----------- 41432 Note: The loads shown are only one of the criteria affectikW;tPe election of HVAC equipment. Other relevant design factors- such ash 4yl;ow T xa requirements, outside air, outdoor design temperat?`44s, co �l, sizing, �-ty -�T availability of equipment, oversizing safety margin, etc., mu tas�'b�„ considered. It is the HVAC designer's responsibility jo �e®r a� t HVAC SIZING Page 2 HVAC ------------------------------------------------------------------------------- ------------------------------------------------------------------------------- Project Title.......... Ken Flagg Date..06/27/00 08:08:15 - - - ----------------- MICROPAS5 v5.10 File-WALDRON Wth-CTZ16S92 Program -HVAC SIZING ; User#-MP1697 User -JJ Permit Processing Run -Typical House ------------------------------------------------------------------------------- factors when selecting the HVAC equipment. APPROVE 11 HT ALS stems DAN WALDRON ***** WINDING WAY CLIPPER MILLS Jobname: KEN FLAGG Customer: DAN WALDRON ` A; Chk: �s TC Live 75.0 psC ffl 10.0 ri Roofline3DLayout ALS stems DAN WALDRON ***** WINDING WAY CLIPPER MILLS Jobname: KEN FLAGG Customer: DAN WALDRON Dsgnr: REP Chk: TC Live 75.0 psC TC Dead 10.0 psf BC Live .0 psf BC Dead 10.0 psf TOTAL 95.0 psf WO: B0547 Date : 6/06/** DurFac - Lbr: 1.15 DurFac - Pit: 1.15 O.C. Spacing: 24.0" Design Criteria: UBC -97 N Components : 45 GStl S® `Gp0 N � 91p �V G Q�o OAI XA eve \N\v�s Job Name: KEN FLAGG Truss ID: BL -10- Drw : 0000179ZZ9-001 B1i1; x -LOC RE4Cr Sim RE12'D '1C 2>£ EFL #2 b EFL 1x-3 ca-di)ims lateral M1EB Isaring (UB), ® i.l i located for LIFUFT RE TICIVS) 1 -1021( 10 1 0- 2-12 2 35- 9- 4 3589 3532 5.50" 4.25" 5.50" 4.15" I3^ 2i#2 UM 2Y.4 L&L SINUX) lue w,/2 -10d, egn slagierts, U2 L4 'T" kAmm nailed flat to eche of v.ubtit atppert 2 -100# 36- 0- 0 i� SYSTEMS :.uppon ul cuuqumnus uuuabers only to rcducc bucl,ling luagth. This cmillmi m shall not be placed ill any eovironmem that will cause the muisture TC Dead 10.0 pef Rep M4)r Bund 1.00 2--.4 LTL #1 6 Btr. 10-4 ti;r 8d at 8" o.c. CR a scab (sale as vd)) Tuis miss is d -Signed using the O. C.Spaeing 2- 0- 0 7C - Ft3ZKE AM., FM CSI Platir)q kj:ac • 1ISI/'IPI - 1995 r:xilad to fare of mb w/10d at 8" o.c. If (BC -57 Qx1a. Design Spec UBC -97 1-2 -6487 .23 .48 .71 1111'S LF Il3I IS 71E CCI•11:06TT£ RL`= Cr 2 are re:jdrbd, attach T" to both ad4es cr Bldg Ehclased = Yes, El -d 7aY - No ` 2-3 -5824 .16 .60 .7(; 1-I1I111PLE LCA) CTAS. scd-j to hotli faces. If 3 cr nrnL are req., 'T" Uirrncarle/C>acvi Edm = No Exp Catac y = C 3-4 -416.1 .05 .60 RL•QJIF -TITM tahoaai are 3.aLes1 (111Y u:e UB. cr scab mast );e 90% of vd) Bld3 Let-qU1 = 44.50ft, Bldg Ffidth = 36.00ft, 4-5 -4163 ..09 .60 .65 ci) tits tnL , material at Fadi bi-�rj. lulu) t, aa -d tib if vel) io > 14'-U". U.B 1,6m- roofltiglt = 19.77ft, MPH = 80 5-6 5688 .1:' .60 .75 H;:I£ VF[JIy 3+72 IC13O FImCNSIi I 3Q' #]60%. (1sny1 iu Ix� lzrildlry d�ticyas. C.lassificatia) = 4, Dead Lara - 20.0 pef 6-7 -6353 .2.1 .-i6 .70 lexiitrrdt tXac•iry is r�el� i.rtd (1rj othr7c) Lo a1'd (r, rix) for 10 15F rm-encarrczi BC1L. I'Ii;TRIU I3F-;71J [Id C42F31I LLI.IEER VlilLES. ----------U)N) cxm #1 EMIGN LOAM ---------------- 10 00 9B E FL7b� FA7 HY) CSI Z[SI iit PIllt 595/10.3.9.5 and 10.i313;56 Vett 170Dir 0- 17010 36R0 8-9 5601 .75 -.17 .56 BC Vert 20.0 0- 0- 0 20.0 8- 0- 0 .00 9-10 4630 .65 .29 .55 BC Vest 40.0 8- 0- 0 40.0 18- 0- 0 .39 10-11 4564 .64 .25 .54 BC VFit 20.0 18- 0- 0 20.0 36- 0- 0 .00 11-12 5488 .77 .18 .96 FEB FIERCE CSI 4EB it CSI 2-9 -851 .29 5-10 -1535 .76 3-5 565 .43 5-11 825 .36 3-10 -1631 .80 6-11 -861 .29 4-10 2610 .37 MX EEFI.=CH (era)) • 14/595 1211.7.1 5-30 (LIVE) LF -.36" D= -.10" T= -.46" rte= Joint Iocatia'•s ===== 1 0- 0- 0 7 36- 0- 0 2 6- 7- 0 8 0- 0- 0 3 12- 3- 8 5 5- 5- 4 4 18- 0- 0 10 18- 0- 0 5 23- 8- 8 11 26- 6-12 6 25- 5- 0 12 36- 0- 0 9-6.6 TI► -6-6 6-7-0 1 5-14-8_1 5_-8-8 t 5-148 5-148 6-7-I-0 64-1) 12-3.8 18-0-11 23-8-8 29-5-0 36-0-0 18-0-0 I 18 -II -0 00 6-6 -6.001 fcl - rt J � "K 8 9 11) 11 9-5-4 8-6-12 1 8-68-612 9-5-4 18-041 26-6-12 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false 12 9-59-5 4 36-0-0 � Q�pFESSJpNq`\ M ESS Fye '9 QT� x.6045982 X x.12131/02 SI4, OF pPa�P 6/27/2000 Scale; 1/8° - 11 'n. TBF; 117.3 WO: B0547 r I 0d' ® QM C 9-6.6 TI► -6-6 6-7-0 1 5-14-8_1 5_-8-8 t 5-148 5-148 6-7-I-0 64-1) 12-3.8 18-0-11 23-8-8 29-5-0 36-0-0 18-0-0 I 18 -II -0 00 6-6 -6.001 fcl - rt J � "K 8 9 11) 11 9-5-4 8-6-12 1 8-68-612 9-5-4 18-041 26-6-12 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or H"(16 ga.), positioned per Joint Report. Circled plates and false 12 9-59-5 4 36-0-0 � Q�pFESSJpNq`\ M ESS Fye '9 QT� x.6045982 X x.12131/02 SI4, OF pPa�P 6/27/2000 Scale; 1/8° - 11 CIrl�h10A {'YA1Cl IND Read all notes on this sheet and gift' a col/ v of it to the Erecting Contractor. TBF; 117.3 WO: B0547 flii, design is for all utdividual building compuucnl. It has been b:a%cd uu xpccitir:,tions provided by the component In:mufacturer and done ut C1ile: Customer Name: l S WA L accord;u : with the cunem vn•simis of'I'I'I and AIWA design st:uida ds. No responsihiliy' is assumed for dimension accuracy. Dimauinus arc to be ro ilicd by the compuncm irumufacntrer :udlor building designer priur to I:,bric:niun. The building desiguer shall aseettah) that the loads utilized un Degrur: REP #u o 10 DAN WALDRON this design Inca or exceed the hudiug imposed by the lural building caulc. It is assumed that the top chord is Literally braced by the ruuf ur Iluur TC Live 75.0 pef DurFaco L.1.15 P=1.15 '1d 11hing and the buuum churl is Lam.dly braced by a rigid ahc:athing nutcrcd directly atcachcd, uolcss who -wise nuted. Bracuag shown 6 for lateral i� SYSTEMS :.uppon ul cuuqumnus uuuabers only to rcducc bucl,ling luagth. This cmillmi m shall not be placed ill any eovironmem that will cause the muisture TC Dead 10.0 pef Rep M4)r Bund 1.00 ;:uncut of the wood exceed 197" :"tdor c: me cmmecmr plate con -mien. Fabricate, handle, install :md brace this ntuss ul accurd:mcc with the followu's "I'MINCONI 'Qt1AI.ITY BC Live .0 pef O. C.Spaeing 2- 0- 0 4445 N,v1hp.6 Ill.. (•ol.. Spria,da, 1'u Nan,7 mwidards: NIANI IAI: , by'I'nuwa• CONTROL STANDARD 1 -"OR Nil:I'AI. I'LA'I'fi CONNNC'I'IiD WOOD'I'R(1SSES' - 1Qtil'-NN), 'IIANDLIN(i INSTAI.I.INO ANI) I1kACIN(i ,�Ili'I'AI. PLA'I'N ('uNNG(.'I'I:I) %VuuD'I'kDNNliS' - (11111-91) :ud '11111-91 SUMMARY BC Dead 10.0 paf Design Spec UBC -97 UII FT' by'ITI. 'I'hc'I'russ floc Inslimic ('I'I'I) 6 Imawd at 5143 D'unufrio Drive. hlmlkmi. Wiscunsut 53719. The Amu cric:u Fest and I'aper Den Ratio: W240 7C: 14/240 71x5.0' Version T6.1.4 AasucL,tiva (AITA) is Iucacd at 1230 Couuecticut Ave, NW. Nae -'awl, Washingwn. DC 21x)36. TOTAL 95.0 pef CIrl�h10A job Name: KEN FLAGG Truss ID: A 31 Drw : C000 15 9032-001 erb X-IcC Focr SIZE REQ'D 1 0- 2-12 2768, 5.50" 2.95' TC 2x5LEL #2 BC 2x4 LFL #1 & Btr. Plating spec : AMI/IPI - 1995 THIS LIESIf N IS 'RE CaYIE SITE RFSLLT CF UFLTFT E7ElYZZIN(S) 2 24- 3- 4 2767 5.50" 2.95" VEB 2x4 LEI, S> PLATE VAU.ES PER ICED I�SEAARCH REPMr #1607. MLTIPIE LMD CRISES.2 BEARIM RIWIREPWM basad ety;x¢t 1 -109# -109# IC FiI� AXL BIT CSI Looded for 10 PSF rtrn-cvtaure t BOIL . slut are aW on the truss material at ends bearing. This En is designed rasing the LBC -97 tom, 1 -3892 08 53 .61 2 -3327 .06 7-7-10 slur PLATIM BASED CN QUI UINYR VAUES. Bldg Enclosed Yes, FYtd True . No .50 .57 3 -3327 .06 .50 .57 6-6 6 6 TO -6-6 Iitrric��e/Oraart Lina = I3c F C�tec�y C Bldg 62.0W, W%�h 4 -3892 .08 .53 .61 Bld3 a 29.50ft, zoaf Mean rrr000wcfFff heig)t 18.33ft, P'8{i = 80 9C FUit AXI, END CSI Classificatial = 4, Dead Iced = 20.0 psf 1 3279 .47 .27 .74 C10"" 5-6 W, p 2 2204 .31 .12 .44 3 3279 .47 .27 .74 Er 045982 X P FEB FI%B CSI:' FEB FII3CE CSI * XP. 12/31/02 2-7 -916 .26 3-8 1058 .47 24-6-0 3-7 1058 .47 4-8 -916 .26 CNW. az i M LEFLE)MCN (spam) sl ?�P q �Or CA_1r0 4/999 IN 1.04 7-8 (LIVE) '� 6 7 H 9 F -.20" D= -.05" T- -.25" ® -== Joint Lccaticrts - 5-6-0 7-67-6-1)� g-6-0 1 0- 0- 0 6 0- 0- 0 8-6-1) 16-0-0 24-6-0 2 6- 4-12 7 8- 6- 0 3 12- 3- 0 8 16- 0- 0 6-4-12 5-10-4� 5-10-4 6-4-12 6/7/00 4 18- 1- 4 9 24- 6- 0 5 24- 6- 0 6-4-11 i 12-3-0 I8-1-4 24-6-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 12-3-0 12-3-0 i3 2 4 5 . 1' 6. 00 5-7 2-4 2-4 6-7-14 7-7-10 slur PPp` t_ $ y�� MES . 6-6 6 6 TO -6-6 =0-6-6 Q4o Fl 3.5-4 5-6 W, p Er 045982 X P * XP. 12/31/02 24-6-0 CNW. az "A sl ?�P q �Or CA_1r0 '� 6 7 H 9 ® 5-6-0 7-67-6-1)� g-6-0 8-6-1) 16-0-0 24-6-0 6/7/00 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 Scales 5/32" ga.), positioned per Joint Report. Circled plates and false 1' frame Plates are Positioned= shown above. WARNING Read all notes oil this skeet and give a copy of it to the Erecting Contractor. TBPt 68.0 This design Is for an individual building component. It has been based on specifications provided by the component treuntfacmrer and done ht Qtk WOt 80547 S 4 aeeord: with the current versions of'rl'T and API'A design suntd rds. No responsibility Is assumed for dimensirnal accuracy. Dimensions are to be verified bTlhe component manufacturer and/or building designer prior to Labricuion. The building designer t Dsglar REP #LC Customer Names shill ascertahn that the loads utilized on Ns design meet or exceed the landing Imposed by the brad building wade. 11 is assumed that the top chord Is Laterally braced by the roof or floor t . 10 DAN WALDRCN TC Live 75.0 pef DurPaoe Lv1.15 P.1.15 ® sheathing and the bottom chord is laterally braced by a rigid sheathing m:uerbl directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed In any environment [lull will cause the moisture content of the wood exceed 19% and/or cause connector corrosion. Fabricate, TC Dead 10.0' �ps f Rep Mbr Bnd 1.15 4445 al Systems •Colorado �i�3 N..nLparl Ur., Colo spr ngs, Co g0Y(rl piece handle, Install and brace this truss in accord:utce with the following standards: 'TRIJSCOM MANUAL', , b y Tnaswal, 'QUALI'T'Y CON'T'ROL S'T'ANDARD FOR METAL PI -ATE CONNECTED woor) TRUSSES' - BC Live ' . 0 ps f O. C. Spdaing 2- 0- 0 (QST -88), -HANDLING INSTALLINU AND IIRACINO Mi.I-Al. N ATI? CONNECTED WOOD TRUSSES' - (1110-91) and '1118-91 SUMMARY SHEET' by TPI. The Truss Pble Institute (fl'I) Is Iocued at .140 D'Onofriu Drive, Madison, Wisconsin 33719. The BC Dead 10.0 psf Design Spec UBC -97 Tp5.0 Version 11.01.99 American Forest and Paper Association (APPA) Is located at 1150 Cnunccticut Ave, NW, Sao 2(Xt, Washington, DC 2(X):16. TOTAL LMfl Ratio: 14/240 TC: Lt/290 95.0 psf Job NaM*: KEN FLAGG Truss ID: AGS Qq: 2 Drwg: G X -LOC FULT SIZE REIXD 1 0- 2-12 3809, 5.50" 4.06" 2 24- 3- 4 3809 5.50" 4.06" !C Fu;1M AXL BI'�J LSI 1 -5575 .14 .35 .48 2 -4796 .1.4 .47 .61 3 -4'755 .14.47 .61 4 -5515 .14 .35 .48 'C FCRft AXI, BND CSI 1 4739 .68 .31 .98°" 2 3196 .46 .19 .65 3 4739 .68 .31 .98 4FB FQZCE CSI 4EB FORCE CSI 2-7 -1358 .38 3-8 1474 .65 3-7 1474 .65 4-8 -1358 .38 I'Ay. LE i nw (span) . 1V861 IN MEM 7-8 (LIVE) 1. -.33" D= -.09" T= --.4211 Joint Locatiae ---- 1 0- 0- 0 6 0- 0 0 2 6- 4-12 7 8- 6- 0 3 12- 3- 0 8. 16- 0- 0 4 18- 1- 4 9 24- 6- 0 5 24- 6- 0 -wr Y Ds g�: REP rn TC Live 75.0 psf C: I'YPICA 9r A'V I.5�y9 10.0 psf BC Live 4a'Y BC Dead SIERRA TOTAL 1 --al S•.1 -os - Cnlomdo 141 N-11il-k Dr.. Colo Spriaxr, CO Na)Hn 7p5.0 Version 11.01.99 7C 2x5 DFL #2 BC 2x4 CFL #1 & Btr. 4dB 2x4 CFL SIS VE= 2x4 CFL #1 & Btr. SCAB 2x6 CFL #2 C39, MR 2x4 CFL SI9tPTAM SCTJ3 (cryse-hatched area) to be- sale size: and grade as dtctrd to odiich it is attadvi. (1)=1 scab, (2)=2 scabs. Use 10d rails at 3" O.C. plus clusters if shown Iry. [ ) . Each scab is unsplicied unless rated ctlerwise. If 2 scabs are req. attach 1 scab per face. Nails be ccmrcn or box (Mg -97 Sect.12) FiATB� BASED CN GREEN I1I4BE2 VAIiES. 6-7-14 � I0-6-6 1995 7HL4 LE9IGN IS 'II�I�ITE RE LLT CF n1nPLE = WSIS. BIDUUM T43WJ 17FNE'715 shoat are based ONLY cn the truss naterial at eadn bearing. PLME VAUES PER ICDO REMT71101 REIM' #1607. Loaded for 10 PSF mn-axruIrralt BC1L. Fternant3t bracing is roeqiftwd (Ly othexa) to prevEr>t rctatian/tcp ling. - See HM -91 and AtBI/'I'PI 1-1995; 10.3.4.5 and 10.3.4.6. C�b1e ccs are 2x 4 O 16.0 in. o. c. MAX. <It is assumed that ale fay of this truss < is sheathed with pl CSB, wood board < si.'. or siding. If nct, < additional loads nest be eazsidered cn < non -cc ti)7lto w bearirg ea. I4ay use acbclrate staple tcw gable blocks. Cable blocks nay r ere late>al hsacing tae to. applied to the face. See 71wa cuts ted gable bracing Mail (s) . lateral 1 i line with the des have rat been oansidered unless noted otherwise. These heeds and dear eamectians are the rem eibility of the Luilding designer. 6-46-4� 5-1(_ )-4 5-10-4 i 6-4-12 6-4-12 11-3-0 18-1-4 24-6-0 12 -3 -II I 12-1-1) t 2 3 4 5 5-7 211 '611 2 24-- I 6 7 8 8-fi-1_I 7 -6 -II_ - 8 -6-11 16-0-1) Truswal Systems Plates are 20 ga. unless shown by "1811(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are Positioned as shown nho 9 8-68-6- 0 24-6-0 VARIVINU Read all notes on this sheet and give a cony of it to the /srecting Contractor, tis design Is fur an individual building componem. It Ices been based on specifiaoions provided by the component m:molaclnrcr and June in cor(Lina with the current versions of'I'111 :old AFI'A design stand: rds. No responsibility is assumed for dimensional accuracy. Dimensions are to be rimed bV the connponenl manufacturer and/or building designer prior to fcabriaation. The building designer shall :tscenain dot the lands utilized on I design meet or exceed the lwdhng imposed by the load building code. It is assumed thin the lop chord is laterally braced by the ronf or floor cathing and the bottom chord is Literally braced by :t rigid sheathing mderkl directly atbtched, unless otherwise noted. Ili -acing shown Is for k tend ppnn of components members only to reduce buckling lengih. This component shall not be pLaced In :my cnvhronntau than will anise the Innixlllrc Went of the wwd exceed 191/a and/or cause connector pl:de corrosion. Fabricate, Icmdle, Install :old brace tits Iuss In accordance with the following md:ards: "I'k1ISL'UM MANI IAI: , by'I'naswal, 'OI IAI.1'1'Y t'ON'I'R01. S'1'ANUAIZD FUk MI?TAI. I'LA'1'I: CUNNIiC'I'IiU W40U'1'kl)SSI?S' s'r-NIO, 'IIANI)I.IN(11NSTALLINU AND BRACING METAL P1 ATE CONNRCJT .13 WDOD TRUSSES' - ([III) -9p and '11111-91 SUMMARY I@L'r' by TPI. 'ilte "rruss I'Lve Institute crvi) is located :it 583 D'Onnfrio 1)rive, Madison, Wisconsin 53719. The American Forest rand I'aper soebuion (AFPA) is located in 124) Connecticut Ave, NW, Ste 2(x), Weashington, DC 2(X)36. this truss is designed using the LW -97 oxb. Bldg Enclosed = Yes, End Zone - No Ilmrictare/Ocean Line o No , Categ=f . C Bldg Length 62.00ft, Blc� Width - 2.5oft, Mesar root heiglt . 18.33ft, MP11 - 80 Cola ificatian a 4, Coad Irad - 20.0 psf ---l0liD CASE #1 CESIGN InAM ---------------- Dix L.Plf L.Loc R.Plf R.Lcc 1C Vert 255.0 0- 0- 0 255.0 24- 6- 0 w 85 BC Vert 20.0 0- 0- 0 20.0 24- 6- 0 .00 2)*TC MAY BE NOTCHED 1.5- DEEP X 3.5" WIDE. GABLE STUDS ARE REQUIRED AT 24"o.c. OR LESS AND ONE FACE OF THE TRUSS MUST BE SHEATHED. ATTACH A 2X ADD-ON UNDER THE NOTCHES TO 014E FACE OF THE TRUSS WITH tOd NAILS AT 6'o.c. THROUGHOUT. DO NOT OVER CUT THE NOTCHES AND NO NOTCHING IS PERMITTED IN THE AREA (""). /z 11 Q 71 5*,,Ic5 (q) 3 z "o. C. 7-7-10 SH11r =0-6-6 MES I` S,9 � - H-JO.A459382 ::ul �p TBFI 139.3 Chkt Ds g�: REP LC . # 10 TC Live 75.0 psf TC Dead 10.0 psf BC Live .0 psf BC Dead 10.0 psf TOTAL 95.0 psf E6. 0/31/02 /*1 CW, cl _w 6/7/00 Scalet 5/32" 1' WOt 80547 Customer Names DAN WALDRON DurFaoe L.1.15 P.1.15 Rep b1br Bad 1.00 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Defl Ratio: Lk/240 7C: W240 lob Name: KEN FLAGG Truss ID: ADQty: 1 Drwiz: C000 16 615 7-001 IIn X -IOC REPLT SIZE RED'D 10- 2-12 2768 5.50" 2.95" 2. 24- 3- 4 2767 5.50" 2.95" "C I= AM It CSI 9 1 -3892 .08 59 .61 TC Live 75.0 pef 2 -3327 .06 .50 .57 sheathing and the bottom chord is laterally braced by a rigid sheathing rostered directly attached, unless otherwise noted. Bracing shown is for lateral 3 -3327 .06 .50 .57 TC Dead 10.0 ps f 4 -3892 .08 .53 .61 content of the wood exceed 1991, and/or arose connector plane corrosion. Fabric tc, handle, install and brace this truss In accordance with the following standards: " FRI)SCOM MANUAL', b rnisw-al, 'QUALITY CONTROI. S'T'ANDARD FOR milTAL I'LATI! CONNEU1'80 WOOD IC FCFKE AM EM CSI 1 3279 .47 .27 .74 Design Spec UBC -97 2 2204 .31 .12 .44 3 3279 .47 .27 .74 ASSOcialmn (APPA) is located at 1251) connecticut Ave, NW, Ste 1txt, Washiugton, DC 2M.16. 'AEB FCR(£ CSI FEB FCRCE CSI 2-7 -916 .26 3-8 1058 .47 3-7 1058 .47 4-8 -916 .26 r V( ISFI=w (tom) 1 7999 IN HEM 7-8 (LIVE) I= -.20" D= -.05" 7- -.25" _- Joint Locatirne L 0- 0- 0 6 0- 0- 0 6- 4-12 7 8- 6- 0 S 12- 3- 0 8 16- 0- 0 1 18- 1- 4 9 24- 6- 0 24- 6- 0 TC Live 75.0 pef DurFaos L=1.15 P=1.15 Z (7) M �s 7C 2xS DFL #2 BC 2x4 CFL #1 & Btr. FiEB 2x4 CFL SIAN.IARD PLATE vALLE5 PER I(BO RESEA%ii REFcRr #1607 1cwled fon 10 PSF rrn-cma.rczart BOLL. + + + + + + + + + + + + + + + + + + + + + + Desigrr=d fon 1.3 K lbs load lied � e,ly along the tcp a load na= with dead ++ 0 % ring Live 1 . DAF rl 33y Ha iz. reaction = 1.3 K lbs. ea. bearing. Ckartection (by others) mist tratsfer ectal load to eadi ply (on ad3-on) sham. + + + + + + + + + + + + + + + + + a + + + + 6-7-14 IO -6-6 Plating epec : AMIAPI - 1995 71IIS E SICK IS ME 024:09ME RESIE,T OF KL71PLE IOAD CS S. B@*UN3 ROWU04WM e}nwr are based CNLY at the truss material at each bearing. HAMU BASED CN GREEN IIME?FR VALLE9. 6-4-12 t 5-1(� 5-10-4� 6-4-12 � 6-4-12 12-3-0 18-1-4 24-6-0 t 12-3-0 I 12-3-0 1 2 3 4 5 F 6,00 6.00 5-7 'JPLIFT RFAC.PICN(S) sa.tlxn:t 1 -109# B'nxxt 2 -109# 'Ilia truss is deBiSi ned twiny the 1.13`-97 Cbde. 'lldg Ehclosed = Yes, Ek -d Zcne = No il.uxica)e/(keit Line= No EC�tegmy = C !ildg Id = 62.004, Bldg Tctdr - 24.50ft, I•lem rxnf Iriot = 18.33ft, VIER = 80 "Iaseificatirn = 4, Died Lel = 20.0 pef ?-1 ? - 24-6-0 6 7 8 8-6-1)� 7-6-(_t 8-6-0 16-0411 Truswal Systems Plates are 20 ga. unless shown by "181-(18 ga.) or "H"(16 ga:), positioned per Joint Report. Circled plates and false 9 8-6-1_ ) i 24-6-0 Q �e-� J A,/A4$g82 77 12/31102 CNk 6/14/00 Scalet 5/32" = 1' WAKIVIIV(i /lend all notes on this skeet and give a copy of it to the Greeting Contractor. TBFt 68.0 WOt B0547 This design Is for an Individual building component. It has been based un specifications provided by the component manufacturer and done in SIERRA accordance with the current versions of TI'1 and APPA design standards. No responsibility is assumed for dimensional accuracy, Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building' designer shall ascertain that the haads utilized Chk t Dmgnrt REP #LC = 14 C uotmmr Names DAN WALDRON on this design meet or exceed the loading imposed by the lord building code. It Is assumedthat the lop chord is laterally braced by the roof or floor TC Live 75.0 pef DurFaos L=1.15 P=1.15 ® sheathing and the bottom chord is laterally braced by a rigid sheathing rostered directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that will cause the moisture TC Dead 10.0 ps f Rep Mbr Bnd 1.15 T .,.it Systema • Colorado 4.45 Northpark Dr., Colo Spring., CO 80907Y content of the wood exceed 1991, and/or arose connector plane corrosion. Fabric tc, handle, install and brace this truss In accordance with the following standards: " FRI)SCOM MANUAL', b rnisw-al, 'QUALITY CONTROI. S'T'ANDARD FOR milTAL I'LATI! CONNEU1'80 WOOD BC Live .0 ps f O.C. Spacing 2- 0- 0 TRUSSES'- (QS'I'-88), 'IIANDIANU INsTALLINO AND ORACINO ME I'Al. PLATF CONNECTED WOOD TRUssIIS' - (1118-91) and '1110.91 SUMMARYBC Dead 10.0 pef Design Spec UBC -97 SIIUFT' by TI'I. The Truss Plate Institute upp is loaned m 583 D'Onofrio I)rive, Madison, Wisconsin 53719. The Amerism Purest and Paper Tp5. 0 Version 11.01.99 ASSOcialmn (APPA) is located at 1251) connecticut Ave, NW, Ste 1txt, Washiugton, DC 2M.16. 'D)TAL 95.0 pef Deer Ratio: 14/240 7C: I4/240 PPROVED ❑CONDITIONALLY APPROVED ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL PERMIT CLEARANCE Permit Date: Genera/Information , 11 AP# O? 3 2� D �. o - Owners Name: �C-� /v —� �'�S Parcel Acreage: Owners Address: Building Site Address: 9 G- W �) Property lnformat/on Permit Type: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory 0 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Septic ❑ Well ❑ Other Zorie District: 'R `" 1 Date of Zoning Ordinance: General Plan: A Development Agreement: . Use Permit: Variance: Parcel Is In: Land Conservation Agreement ® No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ® No ❑ Yes Violation Area No _ ❑ Yes Specific Plan f No ❑ Yes ❑ Chico ❑ D2N ❑ Cohasset Enterprise Zone ORNo ❑ Yes, check use Floodplain Ej No ❑ Yes Zone: 1 , Panel Number: d Watershed Protection Zone in No F-1 Yes Proposed Use Complies With: ❑ General Plan ❑ Zoning Fre Prevention Subdivision Ma Front Proposed Use Reauires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercial/Industrial/Mull-Family Uses: Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Apolicable Setbacks: Zoning Code Street & Highways Fre Prevention Subdivision Ma Front c5 e- �- Side \� v O Side street Rear Heiaht Dar Septic Permit Review: Well Permit Review: Land Development Review: Permit clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Pian (ConVW/Multi) ❑ No ❑ Yes ❑ Deeds Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed Reference: Legal Access Required: ❑ No ❑ Yes Parcel frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: ❑ No ❑ Yes Comments: . Map Date of Recording: Lot: 11-7 % Block: Book: Page! .% :onditions That Must Met Prior to issuance of Permit ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide creation Deed ❑ Comply with condition no. of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet anent EHD requirements. ❑ Other — :eneral Comments: MICHAEL MOONEY 5 A MADRoNE A vE. CIVIL ENGINEER ORovrLLE, CA 95966 RCE 20647 (916) 533-2131 County of Butte 7 County Center Drive Oroville, CA 95965 RE: Building Permit Dan Waldron 73-27-03 June 13, 2000 I have reviewed the trusses for this project and they are adequate for my design. Thank you for your consideration Yours, Michael Mooney My license expires 9-30-01 MICHAEL MOONEY 5A MADRONE AVE CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 530-533-1216 Job Number 00-05-59 Client Dan Waldron APN Butte County Dead Loads Roof Roofing Sheathing Framing Insulation Ceiling Wall Metal 1.0 psf Ply 1.5 Trs 4.0 l.0)oPsi Gyp 2.5: Surface Hrplk -2.0 Sheathing Ply 1.5 Framing 2x 1.5 Insulation 1.0 Surface int. Gyp 2.5 Floor Surface Ply Framing Trs Insulation Surface under Gyp 40 psf. 2.3 4.0 2.5 C Page I� I Live Loads 75 psf snow i .01 Lateral Loads Wind P=CexCgx q x I Ce = 0.62 @ 15 feet, 0.67 @ 20 feet, 0.72 @ 25 feet, 0.74 @ 30 feet Exposure B. Cq = Windward Roof 0.3 in. Wall 0.8 in. Leeward Roof - 0.7 outward Wall 0.5 outward q = 14.5 psf @ 75 mph. I=1 Seismic V=2.SxCa x.W/ R 6Z-13361 Ca=0.36,R=5.5i.e. VASD=0.117W le 6UIJ6 COUNtY SUILDING"DEPARTHEW 4 PPPOVFD 2 Ltd L4�T�Z�. f�N��s�S—Uri 9 Y UA q-41 )ZLI U 2q- �u 7k i Ul 1A Lom' oj8,2 -- g(.g1�4 L w ajA 41sX l l°l - 5 la I1 f� Room WA-tt Lkfe SdKr4glC rl �y N 0 O r� �J Roojliue 3D Lryout C -J i_u �7 Systems P DAN WALDRON s 'WINDING. WAY C.EAPPRR MILLS dobnamc: KEN FI 1GG Customer: DAN WALDRON 1.?cgnr: REP Chic Puryac - PIL. IC List 75.0 i)sr TC Bead 10.0 psf !1C Live .0 psi 1;C Bead 10_0 tr.;r To l'Al. 95.0 psf �V(?: 80547 Date : 610611` Durlfae •• Lbr: 1.15 Puryac - PIL. 1.15 O.C. Spacing: 21.0" Design Criteria: IIPC-'l7 k COu{Poszenls : 45 Z -C 1 � U rvvPrP tW�CgAA ACS. 1 I 7 7E �� C i► C x 2Q o COO CSI Ifni use 01 2 2. O : [crsl AV-&KIreE. 1� tO �-P- 26z JOYS Mcd `1'� n-cD'79Ko ����,7��C0�(9 2, a�18k Low 1V�MICIR, rn• f�i CGl kv&qg-& UAE(��) \1- S.gi 1( S'a swscll 17:� + 4 -2- 2o -S* 3�a 2 O.ZC, F IS - S,( O. U-5- 2 0 �o K F— 4 ►Co. L�S i -:;I- t, 32►� _--7,c 0,(t< 'a- 0.S Y9 4 . I Sof k LGA EC.f�lS 1 22 Sit �^D q(z&ps z tt�s L -2(4 Tcd(a2cct) 2� Vz�' -2, SI .1cl V -Q c Obi UL usPltL, S4,40 AtC-i"U'to CLZ&(�,6 UakxAn") Ukle ®sem& -r coi Gw-c &� v-v\-f)W 2YO to kvJwI.; l T Lf (:I:) A-M�w�Svs 6,�Cvr,F-: (�D , Gi (wsRc -QU OqUkW CjyTM C� COV �b �WCJL 2 C) v►� A,fc,t4 ak,,a� uLP-- -2-v es R uj�i� m �A- - Yq <slf `�,s. s , VU�I X Ul l/N 1�U� T-2 zs bC-XJ`:J`l� LCM-D to :�'q U. ws C C I1 A-mkL'/q ?e Lwle-(A) \).S 2`f ,V2 Y,, '-:LkZ DC cn M Nam Wcam, v- jr (S -7 �U(�1Zil� K) Cl KG. Lt � -82-7) �2 —� �•�%� �d �DL1�Jbt1�S� . 23d-73�,c`f,3K�3 �s�iswwu C.� I,lIoIL UcU�,Nh 2 . V W -2- 2.2ZV- W Z LUIS T12�LS. 4Z I Uc)z- 6v- (0I Aww� LK�e (0) �o- qlD --4 �e Ocy- vikt.alt 9-f IoPuFtwj avert.-�ruu�-� no �'�4- Vl./ bL.tJYl11JN 6VjI - �� Z L� kl%w e - wan �C2QX202� �� (241L tT�A-I It7l) tl� IL `12x ll�- l f�.�cr qX 22x(OK24 3�cC0�9 y� rU 2c�Z� q rz, � c qI k- , 7ff�� <g-wol ty wwo U a2O 4- Rt7 V q K 23-S/2- 3,0- 0,x.2 L�Alw - RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 2005-0076950 Recorded I Official Records I County of I Butte I CgRM L 6RUBBS I County Clerk-Recorderl I 012:041 28 -Dec -2005 I FEC FEE I& M COWORKM COPY 1.00 JC Page 1 of 2 SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code J Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. DAVID P. CASS AND TAMMARA M. CASS REAL PROPERTY OWNER/LESSOR 2356 V 6 RD. MAILING ADDRESS OROVILLE BUTTE, CA 95966 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT SAME CITY COUNTY STATE ZIP CYRIL H. WEAGLE AND.SHIRLEY S.WEAGLE UNIT OWNER (if also property owner, write "SAME") 2726 MARIPOSA AVE' MAILING ADDRESS CHICO BUTTE CA 95973 CITY COUNTY STATE ZIP UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE BUTTE CA 95965 CITY COUNTY STATE ZIP 04-1 530 538-7541 BUIL G PERM 0. TELEPHONE NUMBER / Z -20. 5 &ONAtURg-bF LocALOFFICIAL DATE NONE ' DEALER NAME (if not a dealer sale, write "NONE") NONE DEALER LICENSE NO. BARRINGTON 1978 BARRINGTON MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMUNUMBER 3603ACAFL2A/B817091117 60'X 24' CAL101732/3 SERIALNUMBER(S) LENGTH XWIDTH INSIGNWLABELNUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER 0-346-647i-4 V Jy� L SEE ATTACHED HCD FORM 433(A) REV. 8/91 . WHITE -.County Recorder CANARY - HCD PINK - Applicant GOLDENROD- Building Dept. z- t DESCRIPTION ORDER NO. BU -176835-3 THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: LOT 3, IN BLOCK 17, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "MAP OF VILLA VERONA, BUTTE COUNTY, CALIFORNIA", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 17,.1889.. EXCEPTING THEREFROM THAT PORTION DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID LOT 3, SAID.LOT BEING IN THE CENTERLINE OF V-6 ROAD AS SHOWN ON SAID MAP; THENCE SOUTHERLY ALONG THE EAST LINE.OF SAID LOT 3, 361.50 FEET; THENCE LEAVING SAID EAST LINE, WESTERLY AND PARALLEL WITH THE NORTH LINE OF SAID LOT 3, 120.5 FEET; THENCE NORTHERLY AND PARALLEL WITH THE EAST LINE OF SAID LOT 3, 361.50 FEET TO THE NORTH LINE OF SAID LOT 3 BEING THE CENTERLINE OF SAID V-6 ROAD; THENCE EASTERLY ALONG SAID NORTH LINE - 120.5 FEET TO THE POINT OF BEGINNING.