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064-710-038
II Iilll� 4�� 064-710-038 01-0371 HOBBS, KAREN it �y' ��g •Ol 14737 MASTERSON WAY., MAGALIA CONTR: KETTLE CONST. NEW SINGLE FAMILY 2 BDRM NOTES r. RESIDENTIAL :. 064-710-038• -01-0371 HOB BS, KAREN! 14737 MASTERSON WAY., MAGALIA CONTR: KETTLE CONST. • NEW SINGLE FAMILY 2 BDRM j Y J 121 .ti SPECIAL CONDITIONS " CHECKED BY rf SRA ' FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS I 4 VERIFY USE PERMIT CONDITIONS �. SUB -STANDARD HOUSING LETTER OFFICE :COPY, =.;rx x•i.ie _,- Address .. d F GAS' t Meter By Date// ,# ELECTRIC Meter By Date i JOB FINALED (Date) a� Signature V = OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer; Location -Test -Fall -C/O -Concrete Wood Awn.; Posts-Beams-Rftrs.-Con nectors Shthg.-Frg-Bracing - 4. Water; Location -Test -Easement Needed (Sketch) Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Carports; Windows -Doors �^ 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ PLPG Electric 7. Well Clearance 8 Disconnect Frmg.; Sills -Anchors- Studs- Rftrs-Trusses 8. Utility Clearance Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except,#'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 1. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. 5. Drain; MH Test -Fall -Flex Connector 3. 6. Water; MH Test -Regulator -Connector 4. 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. 8. Gas and Electricity Tagged 6. 9. Tie Downs -Type -Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. 12. Permanent Foundation Only; License Decal 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ' •1 1 ,r' '�.. MISCELLANEOUS DateDate 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.-Con nectors Shthg.-Frg-Bracing - 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors �^ 7. Electric 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 J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (E Date Underfloor (Plans) OK except #'s fl—Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. oni r1g, Setback s- Easements -Flood -Slope ce Ties or Type A Flue -Fireplace Throat Clearance tg. in; Soils-Elec. Grnd.-/ /" Ftg. Depth Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. F196ePorches & Decks: Soils -Steel-/ P' Ftg. Depth St walls, Main; Sfeel- Blockouts-Wrapped mex Protection -Draft Stop -Ins. Baffles S walls, Garage; Steel-Blockouts-Wrapped or Exiting Doors -Sill Ht. & Dimensions Ho owns and Special Anchors Fire Protection Framing j Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel erty Line Firewall & Openings 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer est oors-One 3' -Check Garage 3rd Story, 2 Exits 10. UF, Gas Pipe; Size Anchors - Yard s Pi ; Si est 11. Water Pipe; Test -Anchors -Regulator -Service Test rs; Width -Headroom -Rise -Run -Landing -Fire Protection 12. Electric Underground od on Roof Overhang -Attic Vents -Rafter Outriggers 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 6 t Rails Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P MBING (Permit) OK except #'s 7 . der Htr.; Vent -Access -Combustion Air Baffle Zeo_r-a;arge W r Pipe; Test & Anchor -Nail Protection fS'D.W.V.; Test Fittings & Anchor -Nail Protection 70.'Wtr. 20. Shower Pan; Test, First Floor -Tub Access Oro�P! 21. Test T& Shower, Second Floor -Tub Access &_�as Pipe; Sixe & Anchors I lation- Foam- Looked in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date EJRCTRICAL (Permit) OK except,#'s 07 F' ure & Transformer Clearance -Ins. Protection EJeClReceptacles Spacing -Lights & Switches at Doors Si Boxes & No. of Conductors Stapled AI'Ve9ts qpMex Installed Close to Edge of Studs & C.J. 05�;�_-p. Ground made up w/Mech Fasteners -Bond Gas & Water 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or At In lated Neutral ❑ Yes O No Service -Riser Conductors & Ground Main Disconnect 32 ip. Clearances Panels-Motors-Mech. Equip. 3 t hes Closet Light -Shower Light -Spa Light Detector _29!!:!Smoke Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ME NICAL (Permit) OK except #'s A.tcts Insulation & Support e Fan, Exhaust above insulation Condensate Drain & Overflow, Size & Grade 38. Fu ace -Vent Access -Comb. Air -Return Air Vent 115 outlet vl-<ttic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MING (Permit) OK except #'s Sil roper Materials & Anchors Wwy tuds-Nailing Spacing & Braces -Plates -Sound . Be g Walls over Girders & Floor Nailing Stop in Walls (rat proof) e Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing ►ingle & Duplex) Date FRAMING (Continued) H-wfg' Caps -Anchors -Connectors fl—Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Rfng. 48. Fir ce Ties or Type A Flue -Fireplace Throat Clearance A mex Protection -Draft Stop -Ins. Baffles SV'Bjx<Windows or Exiting Doors -Sill Ht. & Dimensions Cage Fire Protection Framing Pr erty Line Firewall & Openings Ex oors-One 3' -Check Garage 3rd Story, 2 Exits teps-Door & Sidelight Protection -Landings rs; Width -Headroom -Rise -Run -Landing -Fire Protection PI od on Roof Overhang -Attic Vents -Rafter Outriggers Siding -Nailing Veneer es -Drip Screed -Fd. Vents-Underflr. Access `amazing Area -Glass Protection -Skylights -Plastic 59. Sh alls; Nailing -Bolts Q Oroace Interior/Exterior Wall Panels , 01 Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date INA L (Plans) OK except #'s teps-Door & Sidelight Protection -Landings 07 §qaoke Detector Furnace Vents -clearance -Comb. Air -Connector - I arage; Above Floor-Ducts-Mech. Protection .5�room Exiting ,wrl. & Bath Fixtures & Tub Access -Spa Elec im & Subpanel, Breaker Sizes & Labels 6 t Rails 7 Fir ce or Stove, Clearance -Hearth 7 -. Ele utlets at Wood Panel, Int. & Ext. VeS,Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 7 . E . Outlets & Receptacles at Kit. Counter Zeo_r-a;arge Fire Door; Swing -Landing -Closure A. uct in Garage -Damper 70.'Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in arage; Above Floor-Mech, Protection Oro�P! , Elec. & Mech. Equip. Listed for Location EI eceptacles in Garage (F.F.I.)-Romex Protection I lation- Foam- Looked in Attic OK Gqwd Rails & Deck Construction -Post Caps POP";: VBents & Crawl Hole Door Drainage & Wood -Earth g,laarance Looked under Floor ❑ Yes 07 Following Insild./Drive J Yes J NoMalks J Yes J No/Planters J Yes J No OOCCTSrown-Finish A. nit Disconnect, Electrical -Plumbing AI'Ve9ts Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Wat qk Well, Disconnect, Electrical, Plumbing or Elec. Trim, G.F.I. Receptacle -Underground VePWation Throughout House Ago'Glass, Protection W1<O_rrectionp4om Previous Inspections 91. G st-Meters Tagged, Gas -Electric at & Sewer Connected -C/O to Grade -HD Approval Ene_W5rCompliance Certificate -Other Certificates Address Posted Date, / Card B- Date Card B-1 Date Card BofDate Card B-1 Date Card B-1 Date Card B-1 Comments at Final: LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 14737 Masterson Magalia Number and StreetCity Butte County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Thickness (inches) 2. CEILING Batt or Blanket Type Fiberglass Batts Thickness (inches Brand Name Thermal Resistance (R -Value) Brand Name Johns Manville Thermal Resistance (R -Value) Loose Fill Type . Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. 0.500 Ib. Minimum Thickness 13.00 inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R-30 3. EXTERIOR WALL Material Fiberglass Batts Thickness (inches) 3.5 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Thickness (inches) _ DECLARATION Brand Name Johns Manville Thermal Resistance (R -Value) R-13 Brand Name Johns Manville Thermal Resistance (R -Value) R-19 Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) " I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the lCertificate of compliance, where applicable. C.L.#499150 I (� I (, LOERKE INSULATION CO., INC. Item #s Signature, De Installing Subcontractor (Co. Name) Or General Contractor (Co. Name) Or Owner Item #s Signature, Date Item #s Signature, Date Installing Subcontractor (Co. (Co. am Or General Contractor Co. Name)Or owner Installing Subcontractor (Co. ) ame) Or General Contractor Co. Name Or Owner COUNTY OF BUTTE - DEPARTt EIrT 9F DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PER IT NO. (Rev. 12/96) APPLICATION AND PERMIT �� l�7! ASSESSOR PARCEL NUMBER 064-710-038 ZONING RT -1 BUILDING PERMIT OWNER KAREN TELEPHONE SO. FT. OCC. BUILDING VALUATION 1120 R 60,480.00 . OWNERS MAILING ADDRESS . 400 U 7 200.00 AME CONTRACTOR'S KETTLE CONST. TELEPHONE 877 849 160 C 2,080.00 CONTRACTORS MAILING ADDRESS 16 SLOPE OAKS PARADISE CA 95969 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation is 67.680.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 495.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 322.05 BUILDING ADDRESS 1 Energy Plan Checking Fee $ 23.00 PERMIT FEE $ 860.57 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 8 7.0056.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY 2 BDRM Gas piping system 1 - 5 outlets 15M15.00 Building sewer 15.0015,00 Mobile Home ISI GI W @20.00 PERMIT FEE S1-36.0 ELECTRICAL PERMIT Fling Fee 20.00 eoOV OR LESS Main Service zoOAORLESS 23.0023.00 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 i in full force and effect.POWER License Class .4 - Lic. No'_ 7 6 2 S l 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 Main Service TO tOooA 46.00 NEW CONST. OW0.UNG OCCUP. DWE200ALLING OR ADONS. ( 8 ADC. BLnS. 0-53,20 3.50FT. N"ON RESD MU LTI.OIlTLET @7.50 APPARATUS 8 SINGLE OUTLET CIR. DR Ex. Occup. OUTLET OR FIXTURES 20 00 B L O I 0 Ex. Occup. OunErs RES,6..50 LNS OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 96.20 . 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' compensation insurance carrier and policy number are: Carrier 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 I ` 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 forthwith comply with tho a provisions. X Date 2--2.6,01 S ure of Ap ican - ❑Owner Contractor 13 Agent An OSHA permit is required for excav tions over 5'0" deep and de Ilion o construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating SPLIT 30.00 Cooling HEATER 15.00 Hood 6.50 6.50 Ventilation 1 4.50 PERMIT FEt $ 76.00 Mobile Home Installation Fee $ Energy Inspection Fee $ Occ R 3 CONST. TYPE VN TOTAL FEE $ 1.214.75 HAZ. D. FEES IMP x FLooD coF pARC0. Po HD ISSU This permit is hereby issued under of the Butte County C tel and/or indic a v or wh' h fees have B PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 377 a/ Date / 3 27 a ZZ Dale ReceiptNo. 314686 WHITE-D.D.S.-B.D. CANARY -ASSESS PPI K-INSPECTO OLDEN'R -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive a +6iovills. California 95965 a Telephone (530) 538-7541 PERMIT NO. APPUCATION AND PERMIT S*eeesoaaM�a Q�/U` Q� -- ( BUILDING PERMIT owwrl � S 'na"D1a Valid" WA M* ADM * �Q.FFT.O BUILDING VI►LUIITION DDMrw<croRs C A/ TTda�wpA* _08 OOM<TfYCffOM 1a1001 Fireplace uraooM Wvw*a Aoore" Total Valuation = AACWW OR tOMM uwse Mo. Filina Fee = 20.00 Permit Fee =' S; CM DSWUMs wuMa ADDRESS Plan CheckLnu Fee = C6 *uanooaADoarcS* 3 Energy Plan Checking Fee t3 — i ' L PERMIT FEE = SS uorMo *ueowsareMAra �""� "'� PLUMBING PERMIT Filing Fee20.00 Each Trap7.00 USEOFSTRUCTURE SF�iox O Mobilehome O Other. "w~ Solar or heat um water heater 23.00 Water piping 1S.00 15 Each gas water heater or vent 15.00 -6— TYPE OF WORK 'I'M Addition, O Remodel O Utilities O t$taOation O O Describe Work: Gas piping "tam 1 -5 outlets 15.00 Building sewer 15.00 / Mobile Home S I G I W 020.00 PERMIT FEE a t _ ELECTRICAL PERMIT Filing Fee 20.00 Main Service = o '',s 23.00 3 ab . 3 ��-3 / *PERMIT FEE PAID 64� � S^. D��� SRA - ' D 6 SHERIFF $ OTHER. $ / AMOUNT RECEIVED $ �� C' Main Service zea TO 1~ 48.00 Dweuw occu►. 'a an ADDMs. a Ane. ego*. 3.50rt. S"3 wo Aro. Muuwuner @7.50 110WO A..Arv.T A a Lao amar oa Rnuao an a A Ex. Occu eu. x Ex. Occup. Dunn oma. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 lvfisc. Wirin 23.00 _ PERMIT FEE MECHANICAL PERMIT Filing Fee 20.00 Heating S LlT 0 Conlin Hood 8.50 S Ventiladon 1 PERMIT FEE S J Mobile Home installation Fee = Energy Inspection Fee i ` CO v jU'e TO AL FEE nooD COO, 5 a� *RECEIPT NUMBER * TO BE PVT INTO DW` This permit Is hereby timed under the applicable provisions of the Bun* County Code and/or Resolution$ to do work Indicated above for which fees have been paid. By Date `__ PERMIT EXPIRES ONL — l X r) - _� Y -r �`�"�' �.:'�� '�"t,"'`^- w..p��tir,,v:.t�._^�.....�iar��t,rM.,.y�,.,�,�y.; yx�►�,. i,..,F,ww,,�.Y ..��. .- -y�1 -:- , _- ;u.. ���ge:�"`Mw �f ERr.,ar-'P,a +cif COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT;•SERVICES - BUILDING DIVISION,° IV 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICA TION DA TA SHEET �j . --OWNER ASSESSOR PARCEL ER: l / r� Proposed Bui ding Use:..J�-Building Inspector: Date: <J At time of permit applicatio/,I—w/a—sadvised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All iiems have been submitted .-----------------------------------------------------------------------=--------.----- lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- *_,Engineered ngineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. ❑ . anufactured Home data and installation instructions including Tie Down Specifications. ----------------- Fees of $ 49--------------------------------------------------------------------Av - --- L pact fees as shop n on the attached schedule.---------------------------------------------------- =----------- - --- - --- -- -California Department of Forestry plan approval/feesA4a--c-5eA-f� _2-�_��--_ ❑ 13.litation, d eleation certificate. ---------------------------------------------------------------------------------------- andplot plan approval f C 6Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ------------ 7--------------------------------- ❑ 17..Planning approval for (A) Use: ©-L (B) Parkin ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ ❑ 22. Workers' Compensation carrier and policy number.----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner El) - -------------------------------------- tter of signature authorization. -------------------------------------------------------------------------------- Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- 6. Letter of intent on building use.----------------------------------------------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- E130. -------------- ❑30. Other: ------- (Date) - II/.1/1 ILIA ,hp you issue e perrnu, rsstflows ❑ Mail to owner, ❑Mail to contractor. ►Telephone� / and hold for pickup at office. ❑ Deliver with inspector. S 7a'Lv� r. 12E3/3/0/V16E_3/3/0/ R/ / Arplicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departmen ❑ Other: Date: By: 1. Index permit application for the above items numbered: , Aj X ❑ Plan Check List 2. Additional items required: 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, 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, ❑ Buildin Di vis counter, by Date: Plans reviewed by: Date: ` U Plans approved by: Date: - Sets of plans on hof m ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attached r Floor Plan Attached Sent to B.D� of K H bbs 14, 73 7 CLI - 710 -036 Owner Location AP# Plan Approved for: SSeewage Disposal Water Supply: Public Private well Clearance for 2i dOther � r�v�eA aw-c_� i'�e.r r�( Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 8/96 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PR OSED BUILDING US BUILDING PERMIT FEES --Balance Due ........................................................ $ :zv --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ /` -- evised Plan Checking Fee ................................. $ V2. SCH OL DISTRICT FEES ( d at District Office) SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) .::.......... x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES f 6. T MALITO DRAINAGE DISTRICT FEES 510.00 (paid at Building Division) 7. 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. # D'S��J DATE e-9— l `0 / RECEIPT # DATE REC. J 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 2—z-(, Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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. 6/00) fl7`� � �_. �y���''R^k.+.; `.v..-`�:�:C ^y� n -'TSE �.� si�'�.7��'3•�7..+�t �'�"r..E.F+i"w,:W*Y['� q.!��"'- • :+ 4 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA .95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE `� OWNER A. P. # t/ ��f _`/D 205 :* PR OSED BUILDING US DATE-- RECEIPT # DATE REC. BUILDING PERMIT FEES �J --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due .......................... :.................. $ Revised Plan Checking Fee ................................. $ SOL DISTRICT FEES _ at District Office) SHERIFF FEES (paid at Building Division) ?Or Residential .................................... l * Units Commercial�(sq. ft.) ...................... Sq. ft. 4. URBAN AREA FEES Q + Residential ............................ _x— # x_# Units r x $0.03 = $ w.. Amt. Commercial (Sq. ft.) ............. —x—=$ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6. THLRMALITO DRAINAGE DISTRICT FEES 510.00 (paid at4Building Division) 7. 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) J-2 X1,1`, U/ FA 10. OTHER :. n I vc r 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. Y, APPLICANT } +� 4 DATE " - ? Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 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). —. //f Original - Building Div. 2nd 3 ��y�n�°pplicant 3rd Copy. 6� ,ner' 0 � �~�� � (Rev 0 "9 ♦✓ 0". � s ` BUTTE. COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District ;Pk �( JC/ �� e Building Department No. A. P. Number (at(P7'" 0•` a tp Jurisdiction7 0 City County Property Owner Property Location/Address Subdivision P/Lo. Ili -7.__.� Lot No. Residential Development Sq. Footage No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # i "(No foundation inspection) ..................... __......... _................................... _......................................... . --Commetclal/lnd(istrial' :' (- f "T ,' ,, ? i Sq`:=Footage New Addition ' (Including Exterior ' V Roofed Areas) -3•& • of Date (Floor Plans reviewed by 5chool District Personnel) Districtldentification No. n c School District certifies that i . r Applicant) (Street Address) r (City) i Ai — has complied with the requirements of Resolution No. r representing square feet. e / A _ 1 School District Representative Paid by Check # Remarks: (State) 1. (Phone Number) fZip Code) by payment of $ �. r 2926 $ FULL MITIGATION S `Date Notice: You may protest the Imposition of the fees ide rifled above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. 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 ICEGA), this project may. be 'subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) , feeformAs 110/98)dmm i PRC -ECT PROCESSING RJF-r:ORD APPLICANT: OWNER: PERI�TT /; � C� �� - 6 � -7 � A. P. 1: 0�4F• (o'0 3� WORK DESCRIPTION: DesN OF rmo J.Q �2 vt` s7 cin s feu eved 4o��a le4-to oro Lle 1460j-- 4-p Cit,l �o C � : � eql S ! e!! r' saA ❑ ON, ❑ :pannbab s7uawanadw! aSenE,p Pue pe, --d Jaylp umoyS se X10 aje sluawajmbab 5u!de:)spuel ❑ :5w(jexpuei JaulO ❑ unno4S se )lO aie sluawannbab 6unued ❑ :6u!NJed 1!w j-. W I ul I ww asn sulpre Nossa»y ❑ 3!wJad ange.as!u!wpy ❑ l!uuad asn jowW ❑ l!wJad ash ❑ j!n b ,d 6u!uoZueld leJauag ® 9 :U !M Sa!lOwOD asn Pas000d sa, ❑ ON ® auoZ uo.4,)alojd PaUs,aleM :jagwnN faUed:auoZ U � saA ❑ oN IMu!eidpoold M SLA 'S;),l ❑ ON ff auoZ asudralu3 laa,:s 'aaIs lasseUoJ ❑ NZo ❑ oo!LD ❑ SaA ❑ ON ® ueld oynads saA 1:1 ONO QlUO,j Dew u !s!n!pgn5 uoguana,d aid sneeny !H ,g laaAS apo ulil:;Z : � eql S ! e!! r' saA ❑ ON, ❑ :pannbab s7uawanadw! aSenE,p Pue pe, --d Jaylp umoyS se X10 aje sluawajmbab 5u!de:)spuel ❑ :5w(jexpuei JaulO ❑ unno4S se )lO aie sluawannbab 6unued ❑ :6u!NJed 1!w j-. W I ul I ww asn sulpre Nossa»y ❑ 3!wJad ange.as!u!wpy ❑ l!uuad asn jowW ❑ l!wJad ash ❑ j!n b ,d 6u!uoZueld leJauag ® 9 :U !M Sa!lOwOD asn Pas000d :96eaDy lowed neo � 3DNVHV313 IIWU3d rAoyuv oa aordd SW3 O'dd WOM ❑ AZNMO11tONtp LW l :ssajppy al!s 6ulpl!n8 :ssalppy siaumo :aweN srauMO 110 tua uj/ aua� :# l!wiad L I--toO — l%J OBAO'dddV ❑ sa, ❑ ON ® auoZ uo.4,)alojd PaUs,aleM :jagwnN faUed:auoZ U � saA ❑ oN IMu!eidpoold M SLA 'S;),l ❑ ON ff auoZ asudralu3 lasseUoJ ❑ NZo ❑ oo!LD ❑ SaA ❑ ON ® ueld oynads saA 1:1 ONO earl uopelo� SDA ❑ ON 11 Ueld uO.WV aleA!N . :a6eany wnw!u!W asn paLp'saA ❑ ON luawaaJ6y uogeAjasuoO pue-I :u! sl ,Ed :aoueueA :l!uLad ash :luawaaj6y luawdo!anap Q :ueld lejaua0 :aoueu!pjo 6u!uoZ jo alea :iDuls!p auoZ JalAO D UaM ❑' opdas ❑ !awed lad s3!un Z< AUwp:j-g!nW D buffo puZ ❑ Aio==V leAuaPM-d D. (uS .., . a.H aMW D : lepMpul ❑ leWawuo:) ❑ cwlplme air3troN6V ❑ uo ew.� �uj a avd :96eaDy lowed neo � 3DNVHV313 IIWU3d rAoyuv oa aordd SW3 O'dd WOM ❑ AZNMO11tONtp LW l :ssajppy al!s 6ulpl!n8 :ssalppy siaumo :aweN srauMO 110 tua uj/ aua� :# l!wiad L I--toO — l%J OBAO'dddV ❑ Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created bv: ❑ Deeds Permit Clearance Agriculture Affidavit Required ❑ No ❑ Yes -Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes in Map Date of Recording: Lot: —7-7 Block: Book: J Page: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Provide Creation Deed ❑ Comply with condition noof conditions of approval for the ❑, Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across properly 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 current EHD requirements. ❑ Other General Comments: I0 c - � Sc e F t.O i > P�_O-N C12L_- r Nib f2 ,�A ADDRESS: CITY & STAT DATE OF CLAIM: C_ OUNTY 'OF BUTTE Oroville, California s GENERAL CLAIM HEMET. CA 92545 3/9/98 SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES IMPORTANT.' SEE INSTRUCTIONS ON REVERSE SIDE DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT OWNER DECIDED NOT TO BUILD. (A.P. #064-710-038, B.P. #97-0749, RECEIPT #218855, DATED 4/14/97, OWNER: -DONALD & HELEN EADES.) t TOTAL AMOUNT PAID...............................$678.20 RETAIN R ROCESSING FEE ...... ...$25.00 RETAIN BUILDING PERMIT ' RETAIN PLUMBING PERMIT FILING FEE .... $20.00 RETAIN MECHANICAL PERMIT FILING FEE. .$20.00 -CHECKING i RE'lAiN 6RA FLAT FEE ........ 3.00 TOTAL AMOUNT TO BE RETAINED ......................$148.00 TOTAL AMOUNT -TO BE REFUNDED ......................$530.20 ) i TOTAL $530. 20 I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true { and correct as stated. • ated this day ofAAW, 191' at Calif. Si nature of Claimant I, the undersigned, hereby certify that, to the best of my knowledge, the services or artic ecified above hav en per ormed or delivered and that there is a Budget Appropriation [ I or Specific Board Approval [ T (Check onfort e s Dated this � day of ''7 19 / �at ©/C'y 1U–r—_ Calif. Depa ent Head or Authorized D&puty Dept. Code 440-002 Exp. Code 4210500 PAYABLE FR M C:ONSTRiIC'TTC)Nf PF.RMTTS FUND i Dept. Code Exp. Code PAYABLE FROM FUND Dept Code Exp. Code PAYABLE FROM FUND 1 DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY t DEPT. & SUB. PROJ. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. t t INSTRUCTIONS TO CLAIMANTS All claims against the county must be itemized, giving dates and character of service rendered or work performed, quantities, description and unit prices of articles furnished or delivered.. Claims must be certified by the claimant and submitted to the Department head for approval. Upon approval the Department head will forward claim to County Auditor for payment procedure. Do not file with the County Auditor first. Claims should be presented to officials for approval immediately upon completion of services requested or material ordered. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably. FOR BUILDING DIVISION USE: Receipt Information: Number: c Date: ` Issued To: Amount: cot Fees Retained: �o Processing Fee: $ �� /Bldg Filing Fee- $ oo• ✓Plbg Filing Fee: $ ✓Elec Filing Fee: $ ✓Mech Filing Fee: $ �• Energy P/C Fee: $ Plan Check Fee- $ Inspection Fee: SRA Fee- �p/G� Total Amount Retained TOTAL REFUND DUE $ $ $ $ / l �+ 7` 3 CLAIMANT'S NAME MAILING ADDRESS ASSESSOR PARCEL # REFUND CLAIM APPLICATION RECEIPT NUMBER(S) g�— Request a refund of fees paid on the above receipt number(s) for the following reasons: Please refund any applicable fees in the following categories: (Check those categories which you wish to have refunded.) ( ) Building Permit Fees ( ) Sheriff Fees ( ) SRA Fees (CDF Fire Planning) Disposition of Plans: ( Plans returned to me at counter ( ) Urban Area Fees ( ) Please mail plans to me at above address., ( ) Please dispose of plans. SIGNATURE DATE PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. - 1 PLEASE DATE AND SIGN THE ATTACHED COUNTY OF BUTTE GENERAL CLAIM FORM. DO NOT COMPLETE ANY OTHER INFORMATION ON THAT FORM. COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 -.Telephone (916) 538-7541 No. APPLICATIONANDPERMIT �� () PERMIT (Rev.12/96) ASSES90RPMCELNU ,— 0,3R- ( � ZOMMO - BUILDING PERMIT - �� l q�, ow D Ad 6 � "Ma SO. FT. OCC. BUILDING VALUATION DW.OWSS O �x ' S t enl f �'��fS" ll 8 o a I 4A 5 '1 TELEPHONE 3. (.o ✓ - CONTRACTOR'S MAILING ADDRESS11,-00 .:colla .tF►IDER - Fireplace r� S LENDER'S MAILING ADDRESS Total Valuation Is, IR10 41A ARCHrrECT OR ENGINEER _ LICENSE NO. Filing Fee' $ 20.00 Permit Fee jf $ "/ �, ARCWECT OR ENGaiEER'S MAILING ADDRESS Plan Checking Fee $ SUILDWGADORES 7 rs � Energy Plan Checking Fee $ s PERMIT FEE $ LOT NO., SUBDIVISIONS NAME PARCEL LIAP. PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF Duplex ❑ Mobilehome O Other sPeelFv Solar or heat pump water heater 23.00 Water piping 15.00 /S. o o Each gas water heater or vent 15.00 TYPE OF WORKGas NewX Addition ❑ Remodel ❑ Utilities ❑ Installation O Other O Describe Work: piping stem t - 5 outlets 15.00 / —.� Building sewer 15.00 /5-.0 Mobile Home IS I G I W @20.00 <- PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service 80011 cw oA .ss 23.00 Q , LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 70CC) of Division 3 c` :he 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 WORKERS' COMPENSATION DECLARATION I 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. Cj I 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 'wgrkers' compensation insurance carrier and policy number are: Currier 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.) C3 certify that in the performance of the work for which this permit is issued, 1 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 forthwith comply with those provisions. X _ Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEN CONS:. DWELL NG OCCUP. so oa AODNs. ( a ACC. eL�S 3.50,; �`• NEW CONS MULTI.OUTLET �7 CQ NON•AESIO. AN4 _ POWER APPARATUS 8 GLE OUTLET CIA. EX. OCCLI . OUTLET OR FDTTUREs SAL Q ..5 FIXED APPLNS. OR Ex. Occu . OUTLETS RES,O. EA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ je MECHANICAL PERMIT Fling Fee 20.00 Heating iS.0 Conlin - = Hood 6.50 S� Ventilation +IS' 0' .S` PERMIT FEE Mobile Home Installation Fee S _ Energy Inspection Fee $ fi , OCC CONST. TYPE TOTAL FE $ 16 HA2. D. FEES IMP Floo COF PARCEL PO HD ISSUE This permit is hereby Issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date Dual ReceiptNo. WHie O.O.S.-B.O. CANARY -ASSESSOR INK -INSPECTOR GOLDENROO•APPLICANT on �� l COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILZE, CA.EIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: boOM40 Uf p A ASSESSORPARCEL ER: — D Proposed Building Use: Ve ttl S Building Inspector: Date: At time of permit application, I was advised the following -data must be submitted prior to permit processing and/o • issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ Complete plans, 3/4 sets, signed by the preparer of plans. --------- - ---------- -� --- - - -- - - Engineered plans, tare eis. A1Len ' rg - Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ nergy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form.------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications. ------------------ 00. Fees of $ /l�s. g� ------------------------------------------------------------------------------------- 0 1. Impact fees as shown on the attached schedule. --- ------- V1approval ----- ------ ------------------------------------ 2. California Department of Forestry plan approva ees ---- --�� ----------------------------- ❑ 13. Flood elevation certificate. ----------------- ----------------------------------------------------------- ----------- 'V14. Sanitation and plot plan approval ekj'[f0 Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs.---------------------------------------------- 1117. --------------------------------------------- ❑17. Planning approval for (A) Use: (B) Parking: ❑118. Contact Land Development about ❑ Improvements, El Drainage, C1 Leg al Parcel. to 19. Encroachment Permit for driveway (construction approval prior to occupancy). --- 0 20. Pre -inspection for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - ❑ 4. Letter of signature authorization. ------------------------------- Recorded copy of Agricultural Acknowledgment Statement. - E126. Letter of intent on building use. ---------------------------------- ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 113 0. Other: When you issu//�� the permit, process as follows ❑ Mail to owner, ❑Mail too Telephone C ' 04) 74 �J " /Q a ? and hold for pickup aty' Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Index permit application for the above items numbered: --------------- (Date) L office. ❑ Deliver with inspector. IF �— Date: 41-111-2 7 Date:_ By: Date: Bv: . + Plan heck List 2. Additional items required: r y 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, O'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, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy -Department of Development Services, Building Division. f .o�„l,��ys.��,. iK'°'�:�Y`K�"V�"'°U�7�Nifj'r9ri��'"wf.�,5•�"."��•�ii`I`�..r..�... , ..�. - r.. r.c. • , . .. a _r< -.. -a . . COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965.TELEPHONE (916) 538-7541 �l SCHEDULE OF FEES DUE OWNER PROPOSED BUILDING USE 1. BUILDING PERMIT FEES -- Balance Due ................ $ . -- Additional Fees Due ........... $ . -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ _Z2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $� 4—nits Commercial (sq.ft.)... x $0.03 = $ ' Sq.Ft. 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 $425.00 (paid at Building Division) FIRE INSPECTION AND PLAN CHECK 9.00 aid 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), A.P. # 06 -to, 918 DATE REC # DATE REC / /4111 ClIq7 10. OTHER At time of permit application, I was advised the above fees are required to bepaid prior to issuance.of the building permit. These fees may be changed during the plan checking process. APPLICANT DATE %–O'"97 t Original -Owner Copy -Building Div. (Rev. 12/96)«x- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541�]�—ja PER IN.Q. (Rev. 12/96) APPLICATION AND PERMIT `� ! v ASSES064-71 U-0-038 SOR PARCEL MBER ZDNRT-1 ING BUILDING PERMIT OWNER DONALD AND HELEN EADES 909 TELEPHONE 925-7027 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 908 LEXINGTON STREET,HEMET CA 92545 CONTRACTOR'S NAME UNKNOWN TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NONE Fireplace LENDER'S MAILING ADDRESS Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 14737 MASTERSON WAY MAGALI Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. • SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑X Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 �yy TYPE OF WORK New ❑°' Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 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. 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. It I, as owner of the property, am exclusively contracting with licensed_ contractors to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR OR ADDNS. ( s0 . NON-RESSID. ST ANCI CI�TCUT 97.50 8 PSINGE OUTLET CR. APPARATUS LR. Ex. Occup. OUTLET OR FIXTURESsAI- zo � , o0 50 Ex. Occup. ouTLEEDTs REFS o.oEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ I 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. ❑ I 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 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 forthwith comply with those provisions. -n X�g��L--- Date�L�-- Signature of App (cant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ .Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HA2. I D. FEE IMP I FLOOD I CDF PARCEL PO 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. By Date _ PERMIT EXPIRES ON (oats) Receipt No. 218855/589.20//PC WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT q-1 q-17 LAND DEVELOPMENT BUILDING % ENVIRONMENTAL HEALTH =-PERMIT' CLEARANCE 'Nuffaft P&MW NO. • . ' r' Address: / �7 3 ! /}'1 ASa,tJ' .( f y y ,,, . Parent/Previous t/Previous AP:. S OWNERS,iL - - _ - NAME: '�µirlf!> NUMBER:- .�Y % PNMT LAST NAME PWT COUNTY ZONING r;wz:_,j-r1- 7 ;z:, �;? tr m:'a2iri-::' �at� N: ':: }i - ," ; �,n ; ;; r ° n>i ' t•�'' • ,: DESIGNATION:�'rt, ri :'r�. �„ k, . j. -r:,-}.. 'i _r. -,a #«•vim FL000 ZONE: , ; .�C, .:, tet. y� FLOOD MAP.>�'I=0 f" r _ nwsit iM lu 4,0.:3 x:n<S'+ s�� lod" APPROVED:, ----*'--CONDITIONALLY APPROVED: /� RESOLVE PROBLENIS PRIOR TO APPROVAL " -.:iv �` s _.J:7'uTf'iN7 +;:r'h•'f.�:' f'?Y �..:, w.r.::.`:K.:•�=:'i..,^••Rc - •. -- r'j .r �. _ PARCEL CREATION -BY DEEDS OR MAP~ DEED INFORMATION: - DATE -OF CREATION:-- DEED REFERENCE: _77 - LEGAL LEGAL ACCESS PROVIDED: YES NO LEGAL.ACCESS REQUIRED: 'YES' ` ' - NO _ +/ �:;•? -.,; •.�,.:.:r';}. `rn°i r-. .•i t.Y:; r. c'.n r. i - _ .o ti. *:1. COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES .•~ .NO `. COMMENTS/CONDITIONS: - - °� MAP INFORMATION: JPP # Z DATE OF RECORDING JyAlbr /d, / 9 %U LOT 77 BOOK 3 5- —'PAGE 7 /7 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEMS) BELOW: 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 BUILDING DIWSION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. —2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. K 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. _ 8. Connect to a public water supply. _ 9. ' Connect to a public sewer system. _ 10. 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. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ V _ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number belowl ' 13. Obtain approval from the Department of Fish;and Game for. vegetation« removal. Contact yFsht& Game7at 9146-365 7�O1�O.:._ .' _. ,,,,,,,,...+-.w,ae7.ts1♦"� ,xW.i:.J3...i:- sV,:: se'+r'`_`.ra.l . ♦:�o.s_S": i.-ZAZI":J:vs,.ari..;i.ss4�i '-w.."..- . •itix. r, lt�,'k _ 14. A traffic mitigation fee for each new 'or additional living unit shall be paid." Pay the amou•Ln1t of 3 - N as stated in the Oroville Area Traffic Mitigation Fee Agreement. Phyneat to Aw spate to Onf dsF&a P1�Ulfig.G i r= 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform BuildingCode for seismic. safety:=Mobile homes.shalt.be.,consWcted.on-a permanent' -foundation! system which complies with.thateiismic Zone`3 _ requirements of the Uniform Building, -Code �"'` ' -. _._..ryY ,c7-. _- rTt 7- .a1�f, - ;. w•-.•wY..•tdes 077 L - ... a... �,... ... «..._ 16. Deer Mitigation fees are to be paid, if such fees hive been' adopted by:-v.s thetipa ButteK. County Board of Supgryisors. _ _ _ •.f :.4L„ii-. ;ii�p+ _ L4.�.:j:1 .i �r�1�!wyl,�.:u�1'y'w t>'°}.i'..�'�. ° _ _ ".- • 't::3� tC.. �..-..w_ _ i.✓-.. ♦ s4^. .•.iC .wUY..•LA'�� a X 17. Pay school -impact mitigation fees..- -18. ees. 18 A development impact feefor sheriff jacifltiiiihik be paid pursuant .to the provisions of. Chapter 3, Article If of the Butte a County Code. :.a .. �.. _ ... �__ .ti.y:.1. SL .K i��,�-.1-•'. ��. �'�E7"�_..�.... ��ls+'•�.3�-Gi.-�..��wl . %�:r A✓.: 1 rS.�__. _._.._. "r Sy .:+.. ._...._ - .�•��. `i 7,,. ::.. - 1 t" 9. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission Vdquirements •q Lf"! f the Calftmi ia'. Clean Air Act of 1988 as amended. - *••- '-��' _ ::`� • . 'r '^t:'.'''� "�:; : ~* _. 20. If any cultural resources are encountered during ground disturbing activities,.. all work shall cease in the area of .the find . . wv.:. ._ ., apending examination of the site by a professionalarchaeologist. JThis person would then"be able to assess the site'`` significance -and suggest appropriate mitigation. measures.:._. _ 21.' 24. 25. 26. 'AIa 1N311 013M (IM 31ine A0 AiNnoo L661.5 1 ddb a3A13031A LD 7/96 c.,.Vftj %owa.Kuoaww+.cu+ 97-014501 Rec Fee I COP And when recorded mail to: I Check Building Division Recorded #7 County Center Drive Official Records Oroville, Ca. 95965 County Of I Butte Candace J. Grubbs I _ Recorder I -Apr-97 I PUBL 10:06am 22 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT C, 6.00 1.00 7.00 XX 1 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 follows: D� Tl� > �pv��--�- - - PJj- %3ir.?� S'T�.� Dl G�r9G%r���� � 4�✓ S�'� /1� �s 7/9 70 7� 73 i9�'� DT�2 �ydeD���✓ �Sv,9sr�� w�� �,�vv,.s�o� r�� /9'✓/ , /9�✓D i9� �i;�i�✓6 , r,/��2�r>��� 5"h�i9�-a��D�� jay - (�� S'v,27�� b� Spiv Date: PROPERTY OWNERS: State of Californ`�i• ' ) County of On *• `� '6�) before me, 'held r personally appeared-t)OnA& _ �(1�,Q�5 CLtnCI� �, � personalh 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 w ich the person(s) acted, executed the instrument. r;;Z WITNESS my hand and official seal. L. Aanestad D COMM. # 1073948 AUFft. A � NOTARY PUZLIC-Q COUNTY OF BUTTEoAtru►w qre� Sil,natuSeal. My Comm. Expires Oct. 1.1999 NOTE TO RECORDER: DO NOT RECORD THIS SIDE A.A. - ` Instructions for recording Agricultural Statement of Acknowledgement: 1. 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). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. 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). 9 OVER CDF FIRE SAFE REQUIREMENTS 94--71-31. 97-074F Do..'V/+ J AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. ] 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, ( 1273.07 culverts and other app--_,rtenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�cJ 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [�] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [�] 2. The length of vertical. curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. 1P 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along its entire length. Page 1 ocf - 3. , AP # PERMIT # NAME [� 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. [x] 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet of the building. 1273.11 Gates [x] 1. Gate entrances shall be at least two feet wider than the roadway it serves. [� 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. I 1 1. All parcels 1 acre and larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [�] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including / chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fiscal inspection of a building permit. Page 2 of 3 s AP # PERMIT # NAME Other Recruirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 7 CounC7 cancer Drive, Oroviiie Phone: 916-538-7541 DONALD AND HELEN EADES 908 LEXINGTON ST HEMET CA 92545 RE: PERMIT APPLN #97-0149 FOR NEW SF) A.P. # Q64-71-0-038 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm 2/25/98 DATE: Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. xxxxEngineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. XXX Fees of $ payable to Butte County Treasurer. Impact fees pal�ai *P -California Departmeqq H e§ I E royal/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Health Department. XXX Sanitation and plot plan approval CHICO p City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to .occupancy). XXX Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road YOUR PERMIT APPLICATION EXPIRES APRIL 14, 1998, AND CANNOT BE ISSUED Other: Should you have any questions concerning the above, please contact GLENN GIBBONS of this office. 4Maner ery t , l C. Vieira, C.B.O. MCV:ahb , uilding Inspection March 6, 2001 Karen Hobbs C/O Chris Kettle 16 Slope Oaks Paradise, CA 95969 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 064-710-038 Building Permit Number: 01-0371 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 -1 Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. NO ITEMS THIS SECTION ✓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) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Fridays. PART -II 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. r 1. Complete and return your school impact fee form. • 2. Balance of fees is $789.70 3. Pay Sheriff's fee of $360.00 4. Health Department clearance not received as of this date. Sincerely, Martha Whitney Plans Examiner PRC -ECT PROCESSING RF-rORD AMICANT: OWNER: PERI M A. P. #: WORK DESCRIPTION: DATE D ON OF STEP o? _ S�y� - P� 0 0 RESIDENTIAL PLAN REVIEW GUIDE . --SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: fav I�/�5 Building Permit Number: . Plans Examiner: Y A P. Number: GENERAL: Zoning requirements — (number of permitted living units). Building permit valuation. Plans signed by the designer. 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. Building or utilities across lot lines (record form). OOR PLAN: 1. 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). ' 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). 8 Prohibited locations of gas water heaters (Uniform Plumbing Code 509& 1213.5). 9 Prohibited locations of gas heating equipment�(Uniform Mechanical Code 304.5). 1 . Garage firewall separation - rewired on garage side including supporting walls'and posts (Uniform Building Code section 302.4 exception #3). 1 . Wood stove location - Alcove clearance (UMC section 205 confined space & 223 unconfined'space). 12. Smoke detectors (Uniform Building Code section 310.9.1). M. Water closet clearances (Uniform Plumbing Code 408.5). 14. Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Page 1 of 2 UCTURAL DETAILS•. VLA I nventional construction — Unusually shaped buildings orm Building Code section 2320.5.4). 2: tandard bracing or engineer Uniform Buildin ode se6tion 2320.11.3). 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. f construction details complete enough to construct building. 9. Rafter ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. L ' 11. Garage door header size(s). 12. Porch header size(s). 13. Stud heights. 14. Expansive soil —. special foundation design required. 15. Retaining walls requiring design. 16: Special Inspection requirements. 17. Header sizes.. r 18. Gypsum wallboard nailing inspection required. MISCELLANEOUS ITEMS: 1. Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006): } 2. Guardrails (Uniform Building Code section 509). 3,::. Brick or stone veneer (Uniform Building Code section 1403). 4. Exterior plaster.— weep screeds (Uniform Building Code section 2506.5). 5. Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2,15-D-1 & 2). 6: - Roof coveiing type = (fire hazard). 7. Foam insulation — protection. 8. 3V:halls and stairways (Uniform Building Code section 1004.3.3.2). 9. Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 10_, Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). 11 Attic access and ventilation (Uniform Building Code section 1505). ` 12: Combustion air for fuel burning appliances — LPG requirements. , �. Sound requirements. , . . . . _ . . 14. Energy design compliance and supporting documentation. 15. Flashing at all exterior openings. 16. CDF responsible area requirements. 17. Building Permit requirements: 17.1. SRA. 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 COPY of Document Recorded AND WHEN RECORDED NAM TO: 12 -Mar -2001 2001-0009494 BUTTE COUNTY WELDING 77COUNTYCENTE DRM� DMSION Has not been compared with OROVELLE, CA 95%5 original BUTTE COUNTY RECORDER 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, plug, spraying, pig, and Vesting 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: Lot 77, as shown on that certain Map entitled, "Paradise Pines Unit No. 2", filed in the Office of the County Recorder of Butte County, California, on June 10, 1970, in Book 35, of Maps, at Page(s) 71, 72, 73 and 74. EXCEPTING THEREFROM all *minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to the surface of said land. Assessor's Parcel No: 064-710-038 Date�'� �'n�'—'�/, a -p p PROPERTY OWNERS: State of CaliiforW County of 777-C- on T"L On -/ jG' J.901 before me, personally appeared S personally known to me (or proved to me on the bans of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that helshe/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 ;— Signatu . Seal: JANET CLARK 125M Nom► A.P. # 0 Z71—%/ rj— 0 � rAMcarmeommarv.= 4 AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95965 c� l 0 3 '1 1 200 1 —0009494 Recorded Official Records County Of BUTTE CANDACE J. GRUBBS Recorder ROSEMARY DICK80N Assistant 03:15PM 12 -Mar -2001 REC FEE 10.00 CONFORM .00 Myles Page 1 of 2 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: Lot 77, as shown on that certain Map entitled, "Paradise Pines Unit No. 2", filed in the Office of the County Recorder of Butte County, California, on June 10, 1970, in Book 35, of Maps, at Page(s) 71, 72, 73 and 74. EXCEPTING THEREFROM all minerals, oil, gas, asphaltum and other hydrocarbon substances, with provision that any and all mining operations shall be done from orifices outside the surface area of the land described herein, and that no damage shall be done to the surface of said land. Assessor's Parcel No: 064-710-038 Date m /�YLCti' G/, a-0 / PROPERTY OWNERS: Zl�� r7 .A�_J"3 �v 6- ffny,.g.s State of California County of Z:?" 7 rC On IIl-"Zoe BOO/ before me, _ i n, i I� r iia — personally appeared_ "zk, i> /- • f f yRg- personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the'person(s) acted, executed the instrument. WITNESS my hand and official seal. Signature Seal: 'SEI CL/1K OOmlr Wan0 lZ%W Butte C KW �faNO A.P. # O6o Z% -710— O-4 IMVCCrnitl30e41Mor?7, t ILLEGIBLE NOTARY SEAL DECLARATION GOVERNMENT CODE SECTION 27361.7 I certify under penalty of perjury that the notary seal on the document to which this statement is attached reads as follows: Name of Notary,:�P .� C'_ L.��Expiration Date: -3.1 z :7 1/ 7-0 0 !t Commission I.D.# 1 Z S g q-7 9 Manufacturers I.D.# At Ab+ l -- County 1 State �- Place of execution of this Dated: 3 ZI Z , 2001 ill Signature (Firm name if any) TABLE OF CONTENTS TOC Project Title.......... HOBBS RESIDENCE Date..04/05/01 13:29:11 Project Address........ MASTERSON WAY. ******* MAGALIA, CA *v5.10* 0 Documentation Author... ROBERT A. MANGRUM ******* Bui iAg e. it # Paradise Mechanical � `7 • �/ 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone....... .. 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-KETTLE2 Wth-CTZ11S92 Program -TOC User#-MP1342 User -Paradise Mechanical Run-KETTLE2 TITLE 24 1093 TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ 4 FORM C -2R ................. 7 HVAC SIZING............... 10 0(09-_:�L 10 - b3 06 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... HOBBS RESIDENCE Date..04/05/01 13:29:11 Project Address........ MASTERSON WAY ******* MAGALIA, CA *v5.10* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone.... ..... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-KETTLE2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-KETTLE2 TITLE 24 1093 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..... 1120 sf Single Family Detached New Front Facing 330 deg (NW) 1 1 Raised Floor 11.7 0 of floor area 0.51 Btu/hr-sf-F 0.62 8.4 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-13 R-0 R-13 0.088 Roof Wood R-11 R-19 R-30 0.031 Attic S1abEdge None R-0 R-0 F2=0.510 S1abEdge None R-0 R-0 F2=0.760 To Outside Door None R-0 R-0 R-0 0.330 Floor Wood R-19 R-0 R-19 0.037 FENESTRATION Over - Area U- Interior Exterior hang/ Orientation (sf) Value SHGC Shading Shading Fins Door Front (NW) 20.0 0.550 0.650 Standard Standard Yes Window Left (NE) 24.0 0.500 0.610 Standard Standard Yes Window Left (NE) 16.0 0.500 0.610 Standard Standard Yes Window Right (SW) 24.0 0.500 0.610 Standard Standard Yes Window Right (SW) 4.0 0.500 0.610 Standard Standard Yes Window Right (SW) 9.0 0.500 0.610 Standard Standard Yes Window Right (SW) 34.0 0.500 0.610 Standard Standard Yes CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... HOBBS RESIDENCE Date..04/05/01 13:29:11 MICROPAS5 v5.10 File-KETTLE2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run-KETTLE2 TITLE 24 1093 SLAB SURFACES Area Slab Type (sf) Standard Slab 560 HVAC SYSTEMS Equipment Minimum Duct Type Efficiency Location Duct Tested Duct R -value Leakage ACOA Manual Thermostat D Type Furnace ACSplit 0.800 AFUE Attic 10.00 SEER Attic R-4.2 No R-4.2 No No No Setback Setback WATER HEATING SYSTEMS Number Tank External Tank Type Heater Type Distribution Type in Energy System Factor Size (gal) Insulation R -value Storage Gas Standard 1 0.58 40 R- n/a REMARKS CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... HOBBS RESIDENCE Date..04/05/01 13:29:11 MICROPASS v5.10 File-KETTLE2 Wth-CTZ11S92 Program -FORM CF -1R User#-MP1342 User -Paradise Mechanical Run=KETTLE2 TITLE 24 1093 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 tc 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.... CHRIS KETTLE Company. KETTLE CONST. Address. PARADISE, CA 95969 Phone... (530) 877-0849 License. Signed.. f (date) ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... ROBERT A. MANGRUM Company. Paradise Mechanical Address. 5.655 Almond Street Paradise, CA 95969 Phone... 530-877-8882 Signed ,So� (date) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 4. MF -1R Project Title.......... HOBBS RESIDENCE Date..04/05/01 13:29:11 P t Add MASTER ******* ro�ec ress........ SON WAY MAGALIA, CA *v5.10* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone........... it Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-KETTLE2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-KETTLE2 TITLE 24 1093 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 *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers 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). Design- Enforce- er / ment *150(d): Minimum R-13 raised floor insulation in framed floors. 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. 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. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 5 MF -1R Project Title.......... HOBBS RESIDENCE Date..04/05/01 13:29:11 MICROPAS5 v5.10 File-KETTLE2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-KETTLE2 TITLE 24 1093 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. ✓ 150(h): Heating and/or cooling loads calculated in accordance / with ASHRAE, SMACNA or ACOA. ✓ 150(i): Setback thermostat on all applicable heating and/or / cooling systems. y 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. 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 is installed with: a. At least 36 inches of pipe between filter and heater for future solar heating. 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 T— household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances / with pilot < 150 Btu/hr). ✓ MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 6 MF -1R Project Title.......... HOBBS RESIDENCE Date..04/05/01 13:29:11 MICROPAS5 v5.10 File-KETTLE2 Wth-CTZ11S92 Program -FORM MF -1R User#-MP1342 User -Paradise Mechanical Run-KETTLE2 TITLE 24 1093 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. ✓ 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. COMPUTER METHOD SUMMARY Page 7 C -2R Project Title.......... HOBBS RESIDENCE Date..04/05/01 13:29:11 Pro'ect Address MASTERSON WAY ******* MAGALIA, CA *v5.10* Documentation Author... ROBERT A. MANGRUM ******* Paradise Mechanical 5655 Almond Street Paradise, CA 95969 530-877-8882 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-KETTLE2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KETTLE2 TITLE 24.1093 . MICROPAS5 ENERGY USE SUMMARY Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating.......... 17.00 15.34 1.66 Space Cooling.......... 16.32 15.24 1.08. Water Heating.......... 19.47 17.36 2.11 Total 52.79 47.94 4.85 *** Building complies with Computer Performance *** 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......... Slab -On -Grade Area........ Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... 1120 sf Single Family New Front Facing 1 1 ReducedYear Detached 330 deg (NW) Raised Floor 1 9365 cf 560 sf 11.7 W of floor area 0.51 Btu/hr-sf-F 0.62 8.4 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 1120 9365 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 8 C -2R Project Title.......... HOBBS RESIDENCE Date..04/05/01 13:29:11 MICROPAS5 v5.10 File-KETTLE2 Wth-CTZ11S92 Program -FORM C -2R User##-MP1342 User -Paradise Mechanical Run-KETTLE2 TITLE 24 1093 OPAQUE SURFACES Surface HOUSE 7 S1abEdge 8 S1abEdge Orientation HOUSE 1 Door 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window Surface HOUSE 1 Door 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window Location/ Comments Attic Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments 40 0.510 R-0 No 40 0.760 R-0 No To Outside FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (NW) 20.0 0.550 0.650 330 90 Standard/0.76 Standard/0.68 Left (NE) 24.0 0.500 0.610 60 90 Standard/0.76 Standard/0.68 Left (NE) 16.0 0.500 0.610 60 90 Standard/0.76 Standard/0.68 Right (SW) 24.0 0.500 0.610 240 90 Standard/0.76 Standard/0.68 Right (SW) 4.0 0.500 0.610 240 90 Standard/0.76 Standard/0.68 Right (SW) 9.0 0.500 0.610 240 90 Standard/0.76 Standard/0.68 Right (SW) 34.0 0.500 0.610 240 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- --Overhang Left Fin Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 20.0 3.0 Area U- Insul Act n/a Solar Form 3 Surface (sf) value R-val Azm Tilt Gains Reference HOUSE n/a n/a n/a n/a n/a n/a n/a 1 Wall 55 0.088 13 330 90 Yes W.13.2X4.16 2 Wall 280 0.088 13 60 90 Yes W.13.2X4.16 3 Wall 224 0.088 13 150 90 Yes W.13.2X4.16 4 Wall 249 0.088 13 240 90 Yes W.13.2X4.16 5 Wall 160 0.088 13 330 90 No W.13.2X4.16 6 Roof 1120 0.031 30 n/a 0 Yes R.30.2X4.24 9 Door 17 0.330 0 330 90 No None 10 Floor 560 0.037 19 n/a 0 No FC.19.2X8.16 PERIMETER LOSSES Surface HOUSE 7 S1abEdge 8 S1abEdge Orientation HOUSE 1 Door 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window Surface HOUSE 1 Door 2 Window 3 Window 4 Window 5 Window 6 Window 7 Window Location/ Comments Attic Length F2 Insul Solar (ft) Factor R-val Gains Location/Comments 40 0.510 R-0 No 40 0.760 R-0 No To Outside FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC Front (NW) 20.0 0.550 0.650 330 90 Standard/0.76 Standard/0.68 Left (NE) 24.0 0.500 0.610 60 90 Standard/0.76 Standard/0.68 Left (NE) 16.0 0.500 0.610 60 90 Standard/0.76 Standard/0.68 Right (SW) 24.0 0.500 0.610 240 90 Standard/0.76 Standard/0.68 Right (SW) 4.0 0.500 0.610 240 90 Standard/0.76 Standard/0.68 Right (SW) 9.0 0.500 0.610 240 90 Standard/0.76 Standard/0.68 Right (SW) 34.0 0.500 0.610 240 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- --Overhang Left Fin Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 20.0 3.0 6.6 22.0 2.0 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 6.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 16.0 4.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 6.0 4.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a . n/a 4.0 2.0 2.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 3.0 3.0 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a 34.0 5.0 6..6 2.0 1.0 n/a n/a n/a n/a n/a n/a n/a n/a COMPUTER METHOD SUMMARY Page 9 C -2R Project Title........,.. HOBBS RESIDENCE Date..04/05/01 13:29:11 MICROPAS5 v5.10 File-KETTLE2 Wth-CTZ11S92 Program -FORM C -2R User#-MP1342 User -Paradise Mechanical Run-KETTLE2 TITLE 24 1093 SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 560 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Duct System Type Efficiency Location R -value Leakage Manual D Eff HOUSE Furnace 0.800 AFUE Attic R-4.2 No No 0.737 ACSplit 10.00 SEER Attic R-4.2 No No 0.645 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.58 40 R- n/a REMARKS HVAC SIZING I Page 10 HVAC Project Title.......... HOBBS RESIDENCE Date..04/05/01 13:29:11 Pro e t Add MAc T ******* ress........ S ERSON WAY MAGALIA, CA *v5.10* Documentation Author... ROBERT A. MANGRUM ******* Building Permit # Paradise Mechanical 5655 Almond Street Plan Check / Date Paradise, CA 95969 530-877-8882 Field Check/ Date Climate Zone.. ........ 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-KETTLE2 Wth-CTZ11S92 Program -HVAC SIZING User#-MP1342 User -Paradise Mechanical Run-KETTLE2 TITLE 24 1093 GENERAL INFORMATION Floor Area ................. Volume .. ..... ............ Front Orientation.......... Sizing Location............ Latitude... ..... ........ Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range..... Interior Shading Used...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... Description 1120 sf 9365 cf Front Facing PARADISE 39.8 degrees 30 F 70 F 99 F 78 F 34 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 330 deg (NW) Heating Cooling (Btuh)' (Btuh) Opaque"Conduction and Solar...... 7889 2998 Glazing Conduction............... 2660 1397 Glazing Solar .................... n/a 3932 Infiltration ..................... 5327 1607 Internal Gain.................... n/a 1650 Ducts ............................ 1588 1158 Sensible Load .................... 17463 Latent Load ...................... n/a Minimum Total Load 17463 12742 2548 15290 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, outside air, 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. I STRUCTURAL C A L C U L A T I O N S F O R HOBBS RESIDENCE MASTERSON WAY MAGALIA, CA 95954 KETTLE CONSTRUCTION 16 SLOPE OAKS COURT PARADISE, CA 95969 FLT ENGINEERING 5790 CLARK ROAD PARADISE, CA 95969 &Wf.DiNG DEPAR•iML (530) 872-0254 3//3/d 1�T r- Ind MM� MM MM ��//((���� IjjIjjlI II((jjII��//((�'�,,,, IjjIjjl1 IjjIjjlI (IjI ��//((�'���,, ((jj IjjIjj'' IjjIjjlI IjjIjj�I MM • CIVIL - STRUCTURAL (530) 872-0254 FAX (530) 872-9331. BY: DATE: SHEET No. OF Z 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 CHECKED BY: DATE: JOB No. /V/ SUBJECT: PROJECT:O,�,SS �o� ��zn�-c G.��-��.t-c. 5�-,a��,�r-� • o� S'�,c'�L� s�,�r R C E 32434 mak. �� L. Cote" /7 7;7 �.� C Reg. Expires y �N �z 12-31-2004a o.3 � Civ LL — �30 OF CA10i �����-s �� .C-c-��•tc �r,�v�rv�r� �or�s ocJ ��r�s . ,a>' 04.) 009 � 9 t - 0/r 2 x f- F - , Ince/r 6�S- _. /�'3u (,o12x 3/ f,o/Dx ¢? ��.c l , 012 0 9 FLT EHOHEENOM CIVIL • STRUCTURAL (530) 872-0254 FAX (530) 872-9331 5790 CLARK ROAD, PARADISE, CALIFORNIA 95969 87HUMUML C[rti1LWL6%700H8 BY: /_—�` DATE: SHEET No. ` OF CHECKED BY: DATE: / JOB No. ` D/,7 ry L L- . D�cf',c . 30 i� . %mss s O �. OG// d'%A! Z = , gl'3 /% q02 - -eqlz �)t � 2. /r, if, 2Zle e 4� 69sv 7 G, -- �23Ct�p s r,ZO2 f.d?-,2-72'c/i. = boGd> �E' o,�- O.S'✓� Gam.%�o /� e g �l2 � Z- ��`�.4.,go�� (J.sF- Gsi�•fcT � �o,�cry' ��,ys esl n Trus's Take -of f Design & Sales is tance 1 Monte Call 193 Camellia Dr - Paradise, CA 95969 (530) 811-4132 Of f ice (530) 811-4132 FAX , TRUSS ENGINEERING. SUBMITTALS z Hobbs Residence i J �i Blusar Manufacturing .(530) 741-4920 Truswal Systems (800)'332-4045 r �+ n L D x O O G) =r co m m o Q z z Q O 0 N DESIGNED BY: I JOB DESCRIPTION: Kettle / Hobbs JOB LOCATION: Masterson, Magalia job Name: ckhobbs Truss ID: A 2 Drw 01046101-001 7C 2x9 DFL #1 & Btr. Phaotung spec ALSI/IPI - 1995 1 'This truss is designed using the BC 2x4 DFL #1 & Btr. THISEESIIN IS 'IHE CL7SITE RE= OF LBC -97 Cb3e. Sldl Drlcsa3 = Yes, FY)d Zcre = Nb (Bt, ELK 2x4 DFL STl41MAIM PLATE VALLiES PER ICBD FTFSFATbD-F FE= #1607. MIMPiE LOAD C:SES. EE*ZRG FZI7pIFEIE 7I8 sham are based QTLY FLnzzcane/Qx� Line = No ETV Cate�Y = B = 1 Joint Trrahiayg 0- 0- 0 22 0- 0- 0 Ir_adad for 10 PSF narcahaan�nt Bab. on the truss trat�ial at each bearing. III�BFR VAVES Bld3 80.0Oft, B1c13 Fhc$h = 40.00ft, M� Tright = 2Dead3. NIPfi = 75 2 2- 7- 0 23 2- 7- 0 <It is assured that one face of this truss < is sheathed with Pl CSB, wood board PLAMU BASED CN GF EFN • l , Classification = 4, Dead Load = 21.0 psf 3 4 3-11- 0 5- 3- 0 24 25 3-11- 0 5- 3- 0 < sidurj on siding.. If rrct, 5 6- 7- 0 26 6- 7- 0 ma < additional loads st be considered on 6 7-11- 0 27 7-31- 0 < pat-oa>trraaous bearing ;' use adequate staples gable blocks. 7 8 9- 3- 0 10- 7- 0 28 29 9- 3- 0 10- 7- 0 M e studs tray ran �� ]al,e bracirxj' See 9 11-1.1- 0 30 11-11- 0 I 1111a als ted gable bracing detatl(s). line the d=rds have 10 11 13- 3- 0 14- 0- 0 31 32 13- 3- 0 14- 9- 0 Lateral l in with not beeconsidered unless noted otherwise. 12 14- 9- 0 33 16- 0- 0 their Veno loads and their o cns are the 13 16- 1- 0 34 17- 5- 0 responsibility of the building designer. 14 17- 5- 0 35 18- 9- 0 15 18- 9- 0 36 20- 1- 0 16 20- 1- 0 37 21- 5- 0 17 21- 5- 0 38 22- 9- 0 18 22- 9- 0 39 24- 1- 0 19 24- 1- 0 40 25- 5- 0 20 25- 5- 0 41 28- 0- 0 21 28- 0- 0 TYPICAL PLATE : 2.5-4 2-7--0 2.80 2.80 �,2-8.0 �,2-8.0 �, 2-10.0 �,2-8.0 �2-8.0 �,2-80 3-11.0 2.7-0 5.3-0 7.11-0 10.7-0 13-3.0 16.1.0 189.0 21.5.0 24-1.0 280.0 14-0-0 i 14-0-0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 3-4 6-9-5 SHIP =(1-4-1 i�=Qt 28-0-0 22 23 24 25 26 27 28 29 30 31 32 '33 - .34... 35 36 37 38 39 40 41 2728028'0 X28-02-g�2-9-0 X2:9.0- 2-8.0 ` 2-g_� 3.11.0 2.7-0 5.3-0 7-11-0 10.7-0 13.3.0 16-0.0 189.0 21-5-0 241-0 280.0 Truswal Systems Platesare-20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT H11(16 ga.), positioned per Joint Report. Circled plates and false frame nlates are positioned as shown above. ® WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 85.3 This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be B LU SAR MFG verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this Dagnr: design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TC Live braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. ® LLC gracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that TC Dead will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live TRUSWAL SYSTEMS accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 4445 Nonhpark Dr.. Colo Spriogs, CO 80907 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL WT: 145 # #LC - 10 30.0 psf 11.0 psf .0 psf 10.0 psf 51.0 psf MFss �Fy\ fn rn NO 045982 X Exp.12/31 /02 MCMI. -, , 2/15/2001 Scale: 5/32" = 1' WO: CKWBBS Customer Name: da DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.15 O.C.Spacing 2- 0- 0 Design Spec UBC -97 Den Ratio: L/360 Tv: 14/480 lob Name: ckhobbs 7 8 9 10' • - it 12 Truss ID: Al 9 Drw Blr, X -LOC REACT SIZE REQ'D TC 2x4 DFL #1 & Btr. Platin spec : ANSI/'IPPI - 1995 4 This truss is designed using the LBC Cbcle• 1 0- 1-32 548 3.50" 1.50" BC 2x4 DEL #1 & Btr. THIS DFSICN IS THE LTE RE= CF -911 Bldg,�� - Yes, aid Zorn = No 2 8- 1-12 1602 3.50 1.50" 3 27-10- 4 1195 3.50 1.50" WEB 2x4 DFL PLATE VALLPS PER IcEo RESE4KH RERPT #1607. nMPLE LCAD CASE4. EE*RBT7I NIS shorn are based CNLY _ Ti ricane/ocean's Line = No ' E>p Cagy = B Bldg 80.00ft, Bldg Width = 40.00ft, Loaded fcr 10 FSF rrn-ca�zent BC L. on the truss naterial at eac�n interims bearings atmos Ice Meet �heicftt = 23.09ft, M44 = 75 TC F� AXI, RID CSI Inteticr s q*c t or terperary s1xx:u-g nest be in before erecting this truss. Locatim of clearly truss. Classification= 4, Lead Load = 21.0 psf 1-2 -349 .00 .24 .24 place CN �� LLI EER VALIES. Custctmer Name: 2-3 299 .04 .40 .44 in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr: #LC 12 da 3-4 -220 .00 .40 .40 verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this -... DurFacs L=1.15 P=1.15 4-5 -1419 .02 .62 .64 design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ® LL�//++ LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. buckling length. This component shall not be in any environment that 5-6 -1736 .02 .62 .64 Rep Nbr Bnd 1.15 Bracing shown is for lateral support of components members only to reduce placed will cause the moisture content of the wood to exceed 197o and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC FCRCE AXL RID CSI O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Spriags, Co 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB 7-8 288 .02 .25 .27 Design Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 8-9 -182 .00 .42 .42 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and 9-10 631 .04 .42 .46 D fl Ratio: It/360 TC: 1/480 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 10-11 631 .04 .42 .46 11-12 1521 .22 .31 .53 WEB FCRM CSI Tom FL12CE CSI 2-8 -473 .15 4-9 -863 .88 3-8 -1290 .29 4-31 902 .40 3-9 760 .34 5-11 -569 .14 MAX EEYL CN (span) • L/999 IN MFM 9-10 (LIVE) I= -.15" D= -.u" T= -.26" 4-4-12 3-9-0 55-104 6-8-2 7-3-14 �-- Joint Lncaticns -- 4-4-12 8-1-12 14-0-0 20-8-2 28-0-0 1 0- 0- 0 7 0- 0- 0 14-0-0 14-0-0 2 4- 4-12 8 8- 1-12 1 2 3 - t 4 5 6' 3 8- 1-12 9 9- 3- 0 4 14- 0- 0 10 16- 0- 0 5 20- 8- 2 11 18- 9- 0 F5 00 -5.00 6 28- 0- 0 12 28- 0- 0 5-6 28-0-0 6-9-5 SHIP =(1-4-1 Q j No. 04 X E . 12/31!02 / CNI\- 7 8 9 10' • - it 12 8-1-12 10-74-� 9-3-0 8-1-12 18-9.0"' 28-0-0 2/15/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER 3 SUPPORTS Scale: 5/32" = 1' H"(16 ga.), positioned per Joint Report. Circled plates and false frame platies are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 64.7 WT:108 # w0: CICHOBBS This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done Chk: Custctmer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Degnr: #LC 12 da verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this TC Live 30.0 psf DurFacs L=1.15 P=1.15 B L U SAR MFG design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ® LL�//++ LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. buckling length. This component shall not be in any environment that TC Dead 11.0 psf Rep Nbr Bnd 1.15 Bracing shown is for lateral support of components members only to reduce placed will cause the moisture content of the wood to exceed 197o and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 psf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr.. Colo Spriags, Co 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design 'HIB BC Dead 10.0 psf Design Spec UBC -97 Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and -91 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and o D fl Ratio: It/360 TC: 1/480 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 51.0 psf job Name: ckhobbs WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA 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 must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Truss ID: A2 1 Drw : 6101-003 TC Live 30.0 pof DurFaes L=1.15 P=1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. buckling length. This shall not be in any environment that TC 2x4 DFL #1 & Btr. Plating epee : ANSI/`TPI - 1995 4 MMS truss is designed using the Bracing shown is for lateral support of components members only to reduce component placed will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pof O.C. Spacing 2- 0- 0 TRUSINAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 BC 2x4 EFL #1 & Btr. THIS LESICN IS THE C34F 1SI7E RESULT OF LBC -97 Qbde. Bldg Enclosed = Yes, End 7rne = No SUMMARY SIME'1- by'1111. The Truss Plate Institute (I'I'I) is to led w 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: 14/360 TC: 1.{/480 CBL ELIC 2x4 EFL SIPI1EARD HATE vALLBS PER ICSO Y�RX3i REfi1Z!' #1607. 11MPLE LOAD CASES. ElE'P SIB sho,�n are based CNLY Fimicmie/Q�z Line = No , E Cit ry = B - 1 Joint Incatirns = 0- 0- 0 23 2- 0- 0 Irk for 10 PSF ri n-carxtrrent PfTr an the mass ^are' al at each bearing. Bldg 80.00ft, Bldg &h = 40.00ft, Mean �hei� = 23.09ft, MPH = 75 . 2 2- 0- 0 24 3- 4- 0 <It is assured that one fare of this truss PLAMG BASED CN GUN UMBER VALI&S. Classificatirn = 4, Did Iced = 21.0 psf 3 3- 4- 0 25 4- 8- 0 < as sheathed with P1 CEB, wood mrd 4 4- 8- 0 26 6- 0- 0 < sicbl-q or hardboard. siding. If rit, < additional loadys� trust he eazside ed on 5 6 6- 0- 0 7- 4- 0 27 28 7- 4- 0 8- 8- 0 < rrn-m�iraaatsu7 re' May use ate,=re stales Yor gable blocks. 7 8- 8- 0 29 10- 0- 0 C�Tale studs maylateral bzacirr�' See 8 10- 0- 0 30 11- 4- 0 Trust ab e bracrrg 1314--11 (S) 9 11- 4- 0 31 12- 8- 0 i Lateral 1 in line with the axnds have 10 11 12- 8- 0 14- 0- 0 32 33 14- 0- 0 15- 4- 0 er not been considered unless noted cthwise. 12 15- 4- 0 34 16- 0- 0 Meese loads and their caine tions are the 13 16- 8- 0 35 16- 8- 0 responsibility of the b lldirxj designer. 14 18- 0- 0 36 18- 0- 0 15 19- 4- 0 37 19- 4- 0 16 20- 8- 0 38 20- 8- 0 17 22- 0- 0 39 22- 0- 0 18 23- 4- 0 40 23- 4- 0 19 24- 8- 0 41 24- 8- 0 20 26- 0- 0 42 26- 0- 0 21 28- 0- 0 43 28- 0- 0 22 0- 0- 0 2-0-0 ,2-8-0�.2-8�,2-8-0 x,2-8-0 x.2-8-0 x,2-8-0 x•2.8.0 ��2-8-0 �,2-8-0 2-0-0 4-8-0 7-4-0 10-0-0 12-80 15.4-0 180.0 20.80 23-4.0 26.0.0 14-0-0 1 2 3 4 5 6 7 14-0-0 8 9 10 11 12 13 14 15 16 17 18 19 20 21 �7 TYPICAL PLATE : 2.5-4 4-4 28-0-0 ... �' 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 2-0-0 2.8.0 2.8.0 2-8.0 12-8-0 2.8-0 i 2-8.0 2-8-0 2-80 —12-80 2-0-0 4-80 7-4-0 10-0-0 12-80 15.4.0 180.0 20-80 23.4.0 26.0.0 6-9-5 SHIP =0-4-1 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or OVER CONTINUOUS SUPPORT H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. RO F E SS/pN �- M Fss �Fti ".0982 -M 9 Exp. 1`2/31/02 y� �NI� .aC 2/15/2001 Scale: 5/32" = 1' B L u SAR MFG WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA 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 must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF: 86.7 WT:147 # Chk: De #LC = 10 gar WO: CICHOBBS Cue tomer Name: da TC Live 30.0 pof DurFaes L=1.15 P=1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. buckling length. This shall not be in any environment that TC Dead 11.0 pof Rep Mbr Bnd 1.15 Bracing shown is for lateral support of components members only to reduce component placed will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pof O.C. Spacing 2- 0- 0 TRUSINAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSIITPI t', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND "RACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.0 of P Desi c UBC -97 Design � SUMMARY SIME'1- by'1111. The Truss Plate Institute (I'I'I) is to led w 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: 14/360 TC: 1.{/480 TpS. 0 Version T6.2.0 Paper Association (AI;PA) is located at 1111 19th Street, NW, Ste 8W, Washington, DC 20036. TOTAL 51.0 pof ]ob Name: ckhobbs CSI Truss ID: A3 Qty: 8 Drw BM x -IOC REALT SIZE FG2'D TC 2x4 DFL #1 & Btr. Dai-tes the zegu--t for lateral bracing 4 This truss is designRd using the 1 0- 1-12 1641 3.50 1.75" 3.50" 1.75" BC 2x4 DFL #1 & Btr. WEB 2x4 DFL SDZCAM ® at eadi locatrm rho n. Lateral. bracing system vdtich include dial cr x -bracing LBC -97 Code. Bldg FYrclosed = Yes, End Zane = No 2 27-10- TL 4 Fly 1641 AXI, 1?<ID CSI Plating spec : ATSI/TPI - 1995 THIS E jSIIN IS 71HE QTIPCSTIE RES(iLT OF axe the ibility of -the building design��l I?RAt> -TT may be Hzxic me/�¢t Lane = No , EST COY = B Bldg IspJth = SO.00ft, Bldg width = 40.00ft, M4X EEYLE)MCN (spats) ® W912 IN MFM 10-11 WZIPLE LOAD CASES. used for catisLxxas bracirg at Mean roof height = 23.09ft, MPH = 75 1-2 -5265 .32 .33 .65 BFARIM RII�JIREMFMIS shoat are based CMY trusses �ced 24" cc. Alternatively, use Classificatica = 4, Lkad Load = 21.0 psf 2-3 3-4 -4853 -2180 .27 .28 .54 .33 .40 an the MT%M at each bearing. or `T -)races as sonar cn"`vAa` Bracing shown is for lateral support of components members only reduce placed will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 4-5 -2098 .07 .05 .18 .23 PLATE VAILES PER IEDJ RESFA.RKH REEaU #1607. System standard detail CD01003160. 14- 0- 0 5-6 -2296 .05 .31 .36 PLA= BASED CN GREEN LIMBER VAUES. T for 10 PSF inn-cau xu ent BQL. 13 6-7 -2963 U .29 .41 28- 0- 0 BC FUKE AXL RM (SI =0-4-1 8-9 4876 .69 .28 .97 9-10 4906 .70 .28 .98 10-11 4446 .63 .11 .74 11-12 2097 .30 .11 .41 12-13 2657 .38 .10 .48 13-14 2661 .38 .11 .49 YEB FCRCE CSI S+PB FCFSM CSI 2-9 61 .02 5-11 -232 .10 2-10 -342 .09 5-12 -73 .03 3-10 2050 .91 6-12 -679 .37 3-11 -2799 .87 6-13 142 .06 4-11 1253 .55 WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 70. o wT:120 # M4X EEYLE)MCN (spats) ® W912 IN MFM 10-11 (LIVE) L- -.36" D= -.26" `16- -.62" da Joint Lccaticns TC Live 30.0 paf DurFacs L=1.15 P=1.15 1 0- 0- 0 8 0- 0- 0 braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. to buckling length. This component shall not be in any environment that 2 4-10-31 9 4-10-11 Bracing shown is for lateral support of components members only reduce placed will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in 3 8- 8-15 10 8- 7-12 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' -(HIB-91) and 'HIB -91 4 14- 0- 0 11 14- 0- 0 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and 5 17- 0- 0 12 17- 0- 0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. 6 22- 2- 2 13 22- 2- 2 7 28- 0- 0 14 28- 0- 0 6-2-1 =0-4-1 4-104-10 11 ,, 3-103-10-4 5-3-1 i3-0-0 5-2-2 5-9-14 4-10-11 8-8-15 14-0-0 17-0-0 22-2-2 28-0-0 14-0-0 14-0-0 1 2 3 t4 5 6 7 Fs oo _5.00 5-6 0_;8 2.50 1 -2.50 t 8-4-4 t t 11-0-0 t WA, 8-4749 t i 28-0-0 i 6-9-5 SHIP =0-4-1 9� J PkCq�5982 X �. 12/31/02 r CNIL 8 9 10 11 -12 13 14 4-10-11� 3-9-1 5-4-4 3-0-0 5-2-2- 5-9-14 4-10-11 8-7-12 14-0-0: 17-0-0 22-2-2 28-0-0 2/15/2001 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 5/32" - 1' "H"(16 ga.), positioned per Joint Report. Circled plates and false frame plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 70. o wT:120 # WO: CKHOBBS ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done+Chg: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be Da #LC = 10 snr da verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this TC Live 30.0 paf DurFacs L=1.15 P=1.15 B L U SAR MFG design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. to buckling length. This component shall not be in any environment that TC Dead 11.0 paf Rep Mbr Bnd 1.15 Bracing shown is for lateral support of components members only reduce placed will cause the moisture content of the wood to exceed 19% and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 paf O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Nortbpark Dr., Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' -(HIB-91) and 'HIB -91 BC Dead 10.0 sf P Design c UBC -97 gn � SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and D_fl Ratio: 14/360 TC: L/480 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 51.0 paf job Name: ckhobbs 1 Truss ID: A4 I Qty: 1 Drw -005 0- 0- 0 BIS X -LDC REACT SIZE RD21D TC 2x4 DFL #1 & Btr. Plat;, spec : ANSI/'TPI - 1995 This truss is deBigne3 using the 3 1 0- 1-12 1886 3.50" 2.01" BC 2x4 DFL #1 & Btr. THIS DESIGN IS THE 024FOSLTE RFBL= OF PL MPLE IfYAD CASES. UBC -97 �. Bldg Fl -closed = Yes, End Zoe = No 20- 8- 2 2 27-10- 4 1756 3.50" 1.87" VEB 2x4 DFL SIS Com, BLK 2x4 DFL STAND?M FEMM RII2JIREV IS shmn are based CMY H=cane/Qoean Line = No , Dq? Cly = B 10 TC MKE AXI, 110 CSI PLATE VALLES PER ICPJ MM*KH REEiIa' #1607. on the truss material at each bearing. Bldg Length = 80.00ft, Bldg Width = 40.00ft, 1-2 -3340 .20 .80 1.00 y oths) to > is �e�ed (ber re I-ded for 10 PSF rxn-off BQL. Mean roof heist = 23.09ft, NIEfi = 75 Classification = 4, Dead Load = 21.0 da 2-3 -2946 .08 .86 .94 3-4 prevent rotatmom/t . See EM -91 and ANSI/fiPI 1-1995; 10.3.4.5 aryl 10.3.4.6. CRble blocks are 2x 4 ® 16.0 in. o.c. MAX. <It is assured that one face of this truss pef ----------LCAD CASE #1 EESI(N LdaDS ---------------- B L U SAR MFG -2831 .08 .73 .80 4-5 -3152 .08 .73 .81 PLATIM BASED ON GEEN LLT42M VAUES. < is sheathed with pl OSB, wood board si or sidiig.onIf Dir L.Plf L.Loc R.Plf R.Loc TC Vert 102.0 0- 0- 0 102.0 18- 0- 0 U,1`11,< .70 BC MC CE AXI, END CSI Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any environment that �int, < arl%�t,r„al loads mist be osided on TC Vert 82.0 18- 0- 0 82.0 28- 0- 0 .73 6-7 2978 .42 .31 .73 BC Live .0 pef h< ricn-cattitLtars baaring on. �y use adecl ate staples ?V;Le blocks. BC Vert 20.0 0- 0- 0 20.0 28- 0- 0 .00 7-8 1927 .13 .47 .61 d 8-9 1927 .13 .46 .60 9-10 2826 Design Spec UBC -97 Ctible studs rtay lateral bracing. See TYuBwals a bracing deta> 1(a) SUMMARY SHEET' by TPI. The Truss Plate Institute (TPl) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and .40 .29 .69 Tp5.0 Version T6.2.0 Iat�al 1csM in line with the dxw& have TOTAL 51.0 psf TffB FCPLE CSI 1EB Ft3tCE CSI nct berm considered unless noted ctlr3w3.se. 2-7 -705 3-9 896 .40 These lcads and their armections are time .18 3-7 1033 .46 4-9 -588 .15 resprs5bilmty of the h„ldig designer. MAX rET=CN (spam) 14/999 IN M4 7-8 (LIVE) LF -.22" D= -.15" T= -.37" =_=== Joint. Locant a ==== 1 0- 0- 0 6 0- 0- 0 2 7- 3-14 7 9- 3- 0 3 14- 0- 0 8 16- 0- 0 4 20- 8- 2 9 18- 9- 0 5 28- 0- 0 10 28- 0- 0 7-3-14� 6-5-2 6-8-2 7-3-14� 7-3-14 14-0-0 20-8-2 28-0-0 i 14-0-0 t 14-0-0 t 1 2 3 4 5 55 -.00 5-6 28-0-0� 9' J NAC045982 Exp'l 2/31/02 \CNIL 6 7 8 9 10 9-3-0 9-6=0 9-3-0 9-3-0 i8-9-0 .. 28-0-0 2/15/2001 TYPICAL PLATE 1.5-3 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or Scale: 5/32" = 1' "H11(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are positioned as shown above. WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. TBF: 87.3 WT:143 # WO: CKHOBBS ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and doneCom: Customer Name: in accordance with the current versions of TPI and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be De #LC = 10 gam' da verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads utilized on this TC Live 30.0 psf DurFacs L=1.15 P=1.15 B L U SAR MFG design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. TC Dead 11.0 pef Rep blbr End 1.00 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 content of the wood to exceed 1990 and/or cause connector plate corrosion. Fabricate, handle, install and brace this truss in BC Live .0 pef O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Northpark Dr., Colo Springs, CO 50907 accordance with the following standards: 'JOINT DETAILS', by Tntswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.0 pef Design Spec UBC -97 SUMMARY SHEET' by TPI. The Truss Plate Institute (TPl) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and D fl Ratio: 14/360 TC: 1t/480 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 10036. TOTAL 51.0 psf Job Name: ckhobbs WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA 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 must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally Truss ID: A5 10 Drw 046101-006 BIS', X -IDC REACT SIZE RM'D TC 2x4 DFL #1 & Btr. Plating spec : AtEI/ M - 1995 This truss is designed using the 1 0- 1-12 1741 3.50 1.86 BC 2x4 rFL #1 & Btr. 'II -ILS msIGN IS ME TIE RESULT OF ninpLE Lc1D 5sm- UBC -97 Clods. Bldg FYucicsed = Yes' aid Zcne = No 2 27-10- 4 1741 3.50" 1.86" 1VhB 2x4 DEL SPZDARD PLATE VALIES PER ICBG RE" FSI ILII #1607. EEAPM ; MCUIIZR T= shcA n are based CNLY Hmlc ane/Ocen Line = Nc , Exp (tte3cu:Y = B 7C MKE AXL RD CSI I=dea for 10 PSF nm-caxx= ent. BCII�. m the truss material at each bearing. Bld3 80.00ft, Bldg Width = 40.00ft, height 23.09ft, MPH = 75 1-2 -3112 .08 .71 .79 2-3 -2793 .08 .71 .79 PLAMG BASED CN GZEEN ILMM VALLM. R bracing isreq.0 rs (by others) to prevent rctati¢>/toppinsg See HIB -91 and Nl�� = � ifirzatica = 4, Dad I.cad = 21.0 psf LOAM 3-4 -2793 .08 .71 .79 Itm 1-1995; 10. .4.5 arrl 10.3.4.6. - ---LOAD CASE #1 IFSIGT ---------------- Dir L.Plf L.Loc R.Plf R.Ioc LL/`II, 4-5 -3112 .08 .71 .79 TC Vert 82.0 0- 0- 0 82.0 28- 0- 0 .73 Br FtFKE PXL EVD CSI 6-7 2789 BC Vert 20.0 0- 0- 0 20.0 28- 0- 0 .00 Me X.Lx II.V � .40 .29 .69 7-8 1900 .13 .47 .60 9 8-9 1900 .13 .47 .60 TC Vert 100.0 15- 3- 0 .59 9-10 2789 .40 .29 .69 V&B FCRCE CSI FEB FORCE CSI 2-7 -579 .15 3-9 888 .39 3-7 888 .39 4-9 -579 .15 MAX IgIFZTICN (span) ' L/999 IN MEM 7-8 (LIVE) .37"= L= -.22" D= -.35" T= -.37-- =Joint Locations = 1 0- 0- 0 6 0- 0- 0 2 7- 3-14 7 9- 3- 0 7-3114 6-8-2 6-8-2 7-3-14 3 14- 0- 0 8 16- 0- 0 4 20- 8- 2 9 18- 9- 0 7-3-14 14-0-0 20-8-2 28-0-0 5 28- 0- 0 10 28- 0- 0 14-0-0 14_0_0 t , 1 2 t 3 4 5 00 100N 100N 5-6 . PRO MSS/p,,,, l�yC 2.5-4 PDQ \. �SS 6-2-1 2.5-4 6-9-5 �,��. SHIP Q {(1 rn 3-10 3-10 N 5982 M p =0.4.1 =0-4-1 3-4 S=34 3-4 * Exp. 12/31/02 N`FOP�\P 0 28-0-0� 6 7 8 9.. 10 9-3-0 9-6-0 9-3-0 i 9-3-0 18-9-0 28-0-0 Truswal Systems Plates are 20 ga. unless shown by "18"(18 ga.) or "H"(16 ga.), positioned per Joint Report. Circled plates and false frame Plates are Positioned as shown above. 2/15/2001 Scale: 5/32" - 1' ® B L U SAR MFG]Bracing WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer and done in accordance with the current versions of TPI and AFPA 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 must ascertain that the loads utilized on this design meet or exceed the loading imposed by the local building code and the paticular application. The design assumes that the top chord is laterally TBF: 58.7 WT:100 # Cb]r: Ds ' #LC = 10 WO: CKEOBBS Customer Name: da TC Live 30.0 pof DurFacs L=1.15 P=1.15 ® LLC braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. buckling length. This component shall not be in any environment that TC Dead 11.0 po f Rep Mbr Bnd 1.00 shown is for lateral support of components members only to reduce placed will cause the moisture content of the wood to exceed 194 and/or cause connector plate corrasion. Fabricate, handle, install and brace this truss in • BC Live .0 po f O.C. Spacing 2- 0- 0 TRUSWAL SYSTEMS 4445 Nornbpark Dr., Colo Springs, CO 80907 accordance with the following standards: 'JOINT DETAILS', by Truswal, 'ANSI/TPI 1', 'WTCA 1' - Wood Truss Council of America Standard Design Responsibilities, 'HANDLING INSTALLING AND BRACING METAL PLATE CONNECTED WOOD TRUSSES' - (HIB -91) and 'HIB -91 BC Dead 10.0 of P Desi c UBC -97 9a � SUMMARY SHEET' by TPI. The Truss Plate Institute (TPI) is located at 583 D'Onofrio Drive, Madison, Wisconsin 53719. The American Forest and Defl Ratio: L/360 TC: L/480 Tp5.0 Version T6.2.0 Paper Association (AFPA) is located at 1111 19th Street, NW, Ste 800, Washington, DC 20036. TOTAL 51.0 pig • PLAK MAIC. 3.4 17x4► b-6 12x(1) 6 tl 19x15) I f A 1.6-3 OC SPl10E1 3.41201 15.612x81 8.8 (2x0) p MAXBUIIM 40 PSP LIVE I DAD. so um WINO EXPOSURE C. LESS TNA" 2(r -O' WAIL IIEIOI IT. BRACINn 1)E TAII S /%AIL WUt :.1•A(,Itlu µms, MAXIMUM 1'•0' [AVE WITH 'L Y,•r BLOCKS IP 72'e.c. OR 2'-0' EAVE, 6'•0' MAXIMUMMAXIMUM• WITll 4.2 12 OR 014. / ;.7. - BRACE SPACING OUTLOOKEHS CUT INTO GABLE 0 -- ] 2'0.0. 7x4 /2 MINIMUM CONTINUOUS r,' ,•S STRONOBACK BRACED TO ROOF t' 6TRUCTUHE At 6'•0' MAXIMUM. --_ -- _ 7.4 STRONOBACK BRACED STFIONOBACK AT; AT EVERY 6'•0' MAXIMUM 4'•10' CLEASPAN, TO MPI/ ' 4'-l.b'CLEARAPAN, 00 Mill YPICAL " EaTION MINIMUM GRADE C4ORDS AND STUDS 2x4 STUD/STANDARD. STUDS TO RE MAXIMUM 24'o.C. • WALL BRACE'.* MR t1< WINO �': ESIONEIL IIEEL PLATE: 3•4 12x41 I `' 6.6 I2x61* e•6 12x151 :` _ — -- I 2,,4 CONTM IMM eAtSt>T/d CONTINUOUS BT:ARTNO WAIL WITH 18d NABS AT 24'4w TO 7HE WALL PI A'e. SECTION A (Ln1ILE END FnAMINO CONNECTION DETAILS IMIN. NAIL FICOUVIEMEN7S SIIOWNI GABLE STUD 2x4 SOLID BLOCK WITH 3.160 NAILS 6d AT 6' o.o. 014F.ATHINO TO OARI E EA. END AND Bd NAILS FROM SIIEATIIING TRUSS, Bd AT 6' o.o. TO BLOCK AT Vex. 1-18d 1 5t AT 2e AT 1 Y. NOTCII Q 32' o.o. l ` SOI. BLOCK �\ 2� I... WITII 2-16d TAE• 7-1f%d NAZI FO EA. 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