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Home My WebLink About073-190-012.> ... �� -'L• i, r ,e' � `1t.. ._ y .r� � `.r , � �; .f�T..r -� �� , n s:".. Y �h -r - tT' _ . .tw 073-190-012 PERMIT#98-0654 HAGUE, Ron 5899 Forbestown Rd., Oroville Cont: Todd Hemstalk Add & Remodel/SFfhllf%, / g 7 3 1 i RESIDENTIAL t 073-190-012 PERMIT#98-0654 ,PERMIT NO. HAGUE, Ron 5899 Forbestown Rd., Oroville PERMIT EXPIF"COnt ; Todd . Hemstalk Add & Remodel/SF OWNER CONTR. iASSESSOR PARCEL LOCATION OFFICE COPY f Address r GAS Meter By Date V. ELECTRIC l Meter By Date Alt CHECKED S BY 4` ✓ SRA FLOOD CERTIFICATE REQ: ` FIRE SPRINKLERS SPECIAL INSPECTIW,iTTEMS VERIFY •'� 1 �•TPrn!?--_D,Nepf.D�ly_�7�, _. _.,_..-.—_.. _-.—r �r--^--- - 4i-, ` OFFICE COPY Address GAS Meter By • Dat9�4/�,�i RIC TO Me i.y 4'' a7anvv-rva r: C�- JOB FINALED ADatpl "` Signature 0 = NNot OK o -RESIDENTIAL (Single & Duplex) - = Not Applicable * = Not Ready Date NDERFLOOR (Plans) OK except #'s oni etbacks-Easments-FloodSlope Main; Soils-Elec. Gmd.-/ P Fig. Depth 3. kflec. Gmd/ i Ftg. Depth 4. Ftg. Porches & Decks; SoilsSteel-/ /Fig. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Ste alls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel �9 D.W.V.; Fall -Fitting -Test 2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; tpOlest 11.Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies *."Access & Ventilation 16. Insulation Date Card B-1 _ Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Per d) OK except #'s Water Htr; Vent -Access -Combustion Air Baffle 18 er Pipe; Test & Anchor -Nail Protection 19 W.V.; Test Fittings & Anchor -Nail Protection hower Pan; Test, First Floor -Tub Access Ve-fest Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sae & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s t 45. Fixture & Transformer Clearance -Ins. Protection & Switches at Doors Si B es & No. of Conductors Stapled L Romex i6stalled Close to ge of Studs & C.J. 27. Eouia Ground m up w/Mech Fastners-B s &-Water c) 1 iPr 2 Appliance Circuts in Kitchen & Conductor Size GFI q Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral Q Yes 0 No 1. Service -Riser Conductors & Ground -Main Disconect 3 quip. Clearances Panels -Motors -Meeh. Epuip. 33. es Closet Light -Shower Light -Spa Light . Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35 C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date RAMING (Plans) OK except #'s Proper Materials & Anchors Studs -Nailing Spacing & Braces -Plates -Sound qpadng Walls over Girders & Floor Nailing Dr f -S p in Walls (rat proof) Fir ops, Furred Ceilings -Stairs -Chasers -Tubs t 45 eaders & Beams -Size & Bearing v Date FR ING (Continued) gers-Post Caps -Anchors -Connectors 7. Cling. Joist-Rftr. Ties-Purlin-roff Brac.-Truss-Shting.-Rfng. eplace Ties or Type A Flue -Fireplace Throat clearance c Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdnn. Windows or Exiting Doors -Sill Hgt. & Dimensions ,•-- . aaG rage Fire Protection Framing V5 . arty Line Firewall & Openings Ext. Doors -One 3 -Check -Garage 3rd Story, 2 Exits rs; Width -Headroom -Rise -Run -Landing -Fire Protection �BS�lywood on Roof Overhang -Attic Vents -Rafter Outriggers -Siding-Nailing Veneer 57. Mesh -Drip Screed -Fd. Vents-Underflr. Access ' lazing Area -Glass Protection -Skylights -Plastic ar Walls; Nailing -Bolts 60. Brar p. Interior /Ext or"Panels Ins. n-Vd -Cetlid s filtration Walls -Windows Date ." Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 " Date FINAL (Plans) OK except #'s Ext Steps -Door & Sidelight Protection -Landings 464`§mok -Detector .mace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 1gof6om Exiting . G.FK& Bath Fixtures & Tub Access -Spa E nm & Subpanel, Breaker Sizes & Labels Stairs & Rails -7 . ce or Stove, Clearan earth I lets at Wood Panel, Int. & Ext. Kit�,Fxt.& Appliance; Ground. -Air Gap -Cooking Clearance 13-tiec. Outlets & Recepticales at Kit. Counter ing-Closure kwl— Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. •f ve Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location 78.. I.)-Romex Protection sul 'on -Foam -Looked in Attic Mils & Deck Construction -Post Caps Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes.. 82. Following Instd./Drive 0 Yeialks0 Yes oPlanters0 Yesi@.Wer 83-5 co rcwn-FI sh isconnect, lectrical-Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings x-96. a er , isconnect, E ec 'cal, Plumbing Receptacle -Underground en ' n Throught House Glass Protection�_—- -90-Con ns from Previous Inspections as Test -Meters Tagged, Gas -Electric 92 Water & Sewer Connected -C/0 to Grade -HD Approval ergy Compliance Certificate -Other Certificates Date spqand B-1 Date Card B-1 Date V Card B-1 Date Card B-,1 Date Card B-1 Date Card B-1 Comments at Final: FM V=OK 0 = Not OK eadyble '=Not t Ready NoMOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size•Dep"pacing-ConnectorsSteel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer, Location -Test -Fall -CYO -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 4. Water; Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns-ConnectonsSplice-Decal-Enciosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location-TesWrap; /, MIt / /Nat. or/ /`L°ft/ /LPG 7. Electric 7. Well Clearance & Disconnect 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 8. Utility Clearance 9. Siding; Nailing VeneerStuoco-Mesh 10. Roof, Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test-DemandValve-Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test-FallTlex Connector 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/O to Grade -HD Approval 5. Elec.; Pod Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Healer 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool Lghtg. Boxes-Erxbsures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 12. Permanent Foundation Only: License Decal 10. Plumb.; Cir. TesFWater Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size•Dep"pacing-ConnectorsSteel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns-ConnectonsSplice-Decal-Enciosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing VeneerStuoco-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 POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pod Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Healer 8. Elec.; Grounding; Equip. w/8 Circulating Equip. -Pool Lghtg. Boxes-Erxbsures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. TesFWater Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 s, COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7. County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT (Rev. 12/96) APPLICATION AND PERMIT ` ASSESSOR PARCEL NUMBER 073-190-012 , ZONING BUILDING PERMIT OWNER HAGUE, RON TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 5899 FORBESTOWN ROAD, OROVILLE J,/44.00 CONTRACTOR'S NAME TODD HEMSTALK TE5T89NE1689 CONTRACTOR'S MAILING ADORES X76 e e o tih Ora q,974 fz5,00 0. as CONSTRUCTION LENDER I/ -`/� : j V F7 v Fireplace LENDER'S MAILING ADDRESS Total Valuation $ OK ARCHITECT OR ENGINEER LICENSE NO. Felin Fee $ 20.00 Permit Fee $ sz�s no ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS FORBESTOWN ROAD d i! Energy Plan Checking Fee $ $ PERMIT FEE $ 942.25 LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap qJ 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat'pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW ADDITION AND RE 40DEL Gas piping system 1 - 5 outlets 15.0015 00 Building sewer 15.00 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 143.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in fu.I.Lforce and effect. License Class Lic. No. OWNER -BUILDER CLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: E) 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. ❑ 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' co ��t`on insure caSrj r and policy number are: Carrier Policy Number °- (The above sections need not be completed if th6 permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject.to workers' ensation laws of California, and agree that if I should become subject to the workers c + ensation provisions of section 3700 of the Labor Code, I shall forthwith comp with those provisions. / -� Date /� _ Signature Iic ❑ Owner _ontractor ❑ A t An OSHA permit is required for excavations over 5'0' deep d emolition or construction of structures over 3 stores in height. 6 Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ( s 3 5QS0. 42.75 EW coNsr. MUL�TcouLOS. NON-RESID. ANC c cu @7.50 POWER APPARATUS a SINGLE OUTLET CIR. 20 EX. OCCUp. OUTLFr OR FIXTURESgAL 1,50 Ex. Occup. ouTELErs RES D.OEA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S 128.75 MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 6.50 Ventilation 4.50 4.50 PERMIT FEE $ 46.00 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $ 1.306.00 HAZ. .�- D.FE IMP FLOOD CDF ARCEL PD Ll HD U 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 �'VlA 0 r /� p PERMIT EXPIRES ON .' J -2 6 9 / D to 2364913 // ReceiptNo. <7`Vq_�' CD WHITE-D.D.S.-B.D. ANARY•ASSES R PINK -INS ECT GO D NROD• PLICANT Ni h .. ,. ..-. F• „atr;l4°��. ,r� �-.i.jv.,-s�.,..:ru{}�`,�i.e�:'Kyi.....F1': N,,.r-r+.r•.-q..,.�.K�rvvsr-,.. -COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 ) PERMIT APPLICATION DATA SHEET OWNER: A ul c) ,,ASSESSOR PARCEL NUMBER: 3 l D l Proposed Building Use: ,'Building Inspector: Date: At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received 0 By 111. All items have been submitted -------------------------------- 112. Plot plans, 3/4 sets, signed by the preparer of plans. ------ 03. ----- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ❑ 5. gineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- . Energy Design Compliance and supporting documentation. -------------------------------------------- 117. ------------------- ----------------------- ❑7. Statement of Intent for Non -Heated and A/C Buildings.------------------------------------------------ 118. ----------------------------------------------- ❑8. Hazardous Material Form ❑9. Manufactured Home data and installation instructions including Tie Down Specifications. 3 ees of $ ------------------------------------------------------------------- Impact fees as shown on the attached schedule. ----- - -- -- --- --------- 2. alifornia Department of Forestry plan approval/ S. -- ----------- ❑ 1 . Flood elevation certificate. ----------------------- -------------------- Sanitation and plot plan approval Health Department. ❑ 1 . City of Chico plumbing permit. --------------------=----------------- Ian and business license approval from thenCi of Biggs. --------=---- ----- ' Planning approval for (A) Use: P'a�rlcmg ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 1.9. Encroachment Permit for driveway (construction approval prior to occupancy). - 1120. -- ❑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. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). - 1324. Letter of signature authorization. -------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. ------------ 1326. Letter of intent on building use. ---------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. --------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ D30. Other: When ou issue III t, r/o spm as ollows ❑ Mail to owner, ❑Mail t n ctor. _ elephone Cy D and hold for pickup at office. ❑ 8 (15 �licant: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department,Pdr� 11 ti 'on Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: inspector. (�/5; 1. Index permit application for the above items numbered: Ian Check List 2. Additional items required: L LOU. — — ontractor gner, owner, was advised of the above required data by ❑ pho a mail, ❑ Building Division counter, by Date: 2. 8 Arac, esigner, owner, was advised of the above required data by ❑ ph , )Offiail, ❑ Building Division counter, by Date: $ Contractor owner, was advised of the above required data by P4phone, ❑ mail, ❑ Building Division counter, by Date: g on ac or, 'gner, owner, was advised of the above required data by ❑ phone, ❑ mail, KBuilding Division counter, by Date: �8 Plans reviewed by: Date:��z�8 Plans approved by: Date: _ Sets of plans on ho mpPlan Cabinet, ❑ A.P. folder. Note transfer by: XJ1Date: — Yellow Copy - Department of Development Services, Building Division. E.H. USE ONLY Plot Plan Attached Floor Plan Attached — Sent to B.OL — TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance %l � 6 3 Owner Location AP# Plan Approved for: Sewage Disposa Water Supply: Public Private Well C� Clearance for dwelling. Other d,06LIA-16 4zxf. fc= a �� i0�hr -D, JC' c 6 ft aro�� , A -*,o d A -r W-eyr-I � A ED dx),-, Au �v)F Hold final f Final cle ra NOTE: Environmental MA/M v�T Ith Specialist Date COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . . 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER) S ^yD / /V7 ZONING BUILDING PERMIT OWNER /Tr-•�' TELEPHONE S0. FT. OCC. BUILDING VALUATION OWNERS MAIU ADD0. SS ' FD ,n%C/�'•C/w- ,U D�r (�l� G - CONTRACTOR'S E TELEPHONE ' 1 D D CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER I Fireplace LENDER'S MAILING ADDRESS ' Total Valuation Is ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 5 BUILDING ADDRESS Energy Plan Checking Fee $ _ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.003 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 f Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work:Mobile Gas piping system t - 5 outlets 15.00 / Building sewer 15.00 Home S G W @20.00 PERMIT FEE S O ELECTRICAL PERMIT Fling Fee 20.00 600OR LESS Main Service Za.VA ORLESS 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. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ' I • 1 ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO I A 46.00 NEW CONST.owEw 0 cup. OR ADONS. d ACC. s. sG �] 350 so. l S NEW CONST. . I.OI NON -RES DMULT @7.50 POW APPARAT a SIN R. OC= Ex. Occup. p ,.00 B20 @ w Ex. Occup. IxE A DOEA 5.00 Temporary Servl a 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ j 7 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.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 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 - ❑ 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 $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ (� HAZ. D. FEES IMP FLOOD CDF PARCEL. PD HO ssUE 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 ate Receipt No. WHITE-D.D.S.-B'D. CANARY•AS ESSO PINK -INSPECTOR GOLDENROD -APPLICANT •.:isr�.:.'�.��",.�'",,;..prti#.w�"�,f�:-t � :.Ms�''�` �'^� ,.f =.z �,.rJv..{�'�.;,�5,,,� • rte, �- �, t}sHy4».:54�:,Ys,+w:,.G - .(�•i+�s ...;,:.�-r :.+.. E ,r •• 4r-, r Marysville Joint Unified School District Exhibit 3610 #1 i CERTIFICATION OF COMPLIANCE SCHOOL DISTRICT DEVELOPMENT IMPACT FEES To be completed by applicant and taken to: Marysville Joint Unified School District +' t 1919 B Street, Marysville Part I Property Owner's Owner's Address: S K c/ FO E Project Address: 1�--- Parcet No. 7- -/70-0/ a Lot No: City or County: Building Dept: , Permit No: 4 .t , . TYPE OF CONSTRUCTION: Residential Construction Single Family Dwelling .\ Residential Reconstruction t,d' Multiple Family Dwelling Commercial Construction ` No. of Units Commercial Reconstruction Mobile Home Total Number of Habitable Square Feet: c�C� THIS CERTIFICATION COVERS ONLY THE AMOUNT OF SQUARE FOOTAGE INDICATED ABOVE. ANY ADDITIONS OR CORRECTIONS TO THE SQUARE FOOTAGE FOR THE PROJECT WILL REQUIRE AN AMENDMENT TO THE CERTIFI- CATION OF COMPLIANCE. FALSIFICATION OF SQUARE FOOTAGE AND/OR TYPE OF CONSTRUCTION IS CAUSE, FOR REVOCATION OF CERTIFICATION .OF COMPLIANCE. ACCORDING TO GOVERNMENT CODE SECTION 66020 (d) (1). I HAVE BEEN NOTIFIED THAT WITH THE Z POSLTION OF THIS FEE,, THE 90 -DAY APPROVAL PERIOD IN WHICH I HAVE TO PROTEST THE FEE HAS BEGUN. Applicant's Name:- ri +� % l ��* :� Lr C Date: ' Applicant's Signature: Part 11. _ .,TO -Bt COMPLETED BY BUILDING DEPARTMENT Total Number of Habitable Square Feet 164 E City of Marysville `' a" ' �i�''1 County of Yub iSignature �n ,,,�.. County of Butte " Part In TO BE COMPLETED BY SCHOOL DISTRICT Certification of Compliance No. (Receipt No.): t� -? Fees Collected Exempt from Fees: N..14, 4, No. of Square Feet x's $.28 for Commercial = $ No. of Square Feet ) ;? z• ( x's $1.72 for Residential = $ �' ✓� `� Reason: AS THE AUTHORIZED SCHOOL DISTRICT OFFICIAL, I HEREBY CERTIFY THAT THE REQUIREMENTS OF GOVERNMENT CODE SECTION 65995 HAVE BEEN COMPUbb WITH BY THE ABOVE SIGNED APPLICANT. r , Signature % �` '� ` Sandra Davini. Director of Business Services Date White: - School Diatrict Yellow: - Applicant Pink - Building Dept SD:co 12/6/96 EXHIBIT A MINOR VARIANCE BUTTE COUNTY PLANNING COMMISSION MAY 15 1998 DATE MVAR 98-01 VARIANCE NO. 073-190-012 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Ronald Hague is hereby granted a Minor Variance in accordance with application filed February 23, 1998, to allow the expansion of a house that is located within the 20 foot front -yard setback. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24- 52. 2. A Minor Variance shall lapse and shall become void one year following the date on which the Minor Variance became effective, unless prior to the expiration of one year, a building permit is 'issued and construction is commenced and diligently pursued toward completion on the site which was the subject of the Minor Variance application. 3. The terms and conditions of this minor variance shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 4. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee, Prior to such approval,. verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature. shall require a formal application for amendment. FINDINGS: Section 1: Environmental Findings. A. Upon careful and deliberate review of the project and the project site environs, the proposed overhead canopy will have no significant environmental effects and has been determined ■ Butte County Planning Commission Agenda Report ■ to meet the criteria for a categorical exemption under Section 15303 of the California Environmental Quality Act guidelines; and Section 2: Zoning Ordinance Findings. , A. There are special circumstances applicable to the property (size, shape, topography, location or surroundings) or the intended use of the property, and because of this, the strict application of zoning standards Code deprives the property of privileges enjoyed by other properties in the vicinity under identical zoning classification. These special circumstances are: 1. The location of the OWID water ditch limits the amount of expansion that can occur on the rear of the house; and B. The Minor Variance or its modification is necessary for the preservation and enjoyment of a substantial property right possessed by other property in the same vicinity and zone and denied to the property for which the Minor Variance is sought; and C. This Minor Variance or its modification will not be materially detrimental to the public health, safety or welfare, or injurious to the property or improvements in such vicinity and zone in which the property is located because: 1. The expansion of the house will not increase the distance that the house projects into the front yard setback; and 2. The expansion will not interfere with vehicle safety or sight distance; and D. This Minor Variance will not constitute a special privilege inconsistent with the limitations upon other properties in the vicinity and zone in which such property is situated; and E. This Minor Variance will not allow a use or activity which is prohibited by the zoning regulation governing the parcel of property. F. This Minor Variance or its modification will- not be incompatible with the Butte County General Plan. Section 3: Action. A. Subject to the findings indicated in Sections 1 and 2 of this report, move to approve the Variance for Ronald Hague on APN 073-190-012 to allow an expansion of a house that is located within the,20 foot front yard setback. Approval shall be subject to the following conditions: ■ Butte County Planning Commission Agenda Report ■ 2 B. Conditions of Approval: 1. A building permit for the expansion shall be obtained from the Butte County Building Department. 2.- The expansion of the -dwelling unit shall substantially conform to the plans submitted with the application. 3. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said. conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not. waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. , Butte unty Planning Commission Chairman CC: Land Development Division Building Division Health Department Department of Forestry ■ Butte County Planning Commission Agenda Report ■ 3 21 rXrst"r! Well E S i to Plait Ap, re U 64 � IwK S si.oa�, v � ,Exist %•+q cava► 'tel .00 Afi %0 � � • �x%moi "9 _ e � v Pq�IG�9 a /�lo4sc 'J�/ def` a` flu e Treesp c x. Fa � 0 v S TO Woeoi Fe�bcsT°w� APPROVt�� Developm an DATEuo (art Prapa�er: Ron h/a,ue (a e,01; ca At) $itG P sgg9 �'e�bcsrow� Rd . ITVARIANCE . /. Fb�6rs>mwn� CA Ms • / INOR U.P. ADM.PERMIT — 5ca/G' / g -'PLANNING COMMISS. P.N ; 073_/90-02-000 APlanning Division .,�,,.,... DIRECTOR OF FEB 2 3 199$ DEVELOPMENT SERVICES . 'Oroville, California � � | �� , I � 9 . , � .� .� . � i w; . a � % .} f � ® ` � <) � \ ) � \ . '. ! . . » � : ! �, , . . . ! , �� . , / � � •� � y � . � � ,2 � ,a : 4 ... � uttecounty LAND OF NATURAL WEALTH AND BEAUTY PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530) 538-7785 May 15, 1998 Ronald Hague 5899 Forbestown Rd. Forbestown, CA 95941 CERTIFIED NLAIL. Re: Use Permit, AP 073-190-012 Dear Mr. Hague: Enclosed is your validated Permit, No. WAR 98-01 to allow the expansion of a house that is located within the 20 foot front yard setback. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, Thomas A. Parilo Director of Development Services der�L<� Teri Bridenhagen . Office Assistant III Enc. cc: Land Development Division Building Division Environmental Health Department of Forestry j:\temp\up7 May 13, 1998 Hague, Ron 5899 Forbestown Rd. Forbestown, CA. 95941 Assessor Parcel Number: 073-190-012 Building Permit Number: 98-0654 LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 The above referenced building plans were reviewed by this office. Provide additional information andd//or make revisions to plans, specifications and calculations as follows: h' Lateral Analysis indicates 3/8" cd ply w/8d @ 3" edges & 12" o.c. field at the side of the ,entry door and a seven foot wall in this location. However, the building plans indicate a 1650 dg/fx window in this location. Is the.window going to be eliminated? This will / affect the energy point system summary for the building. .%Z. Zone "B" of the lateral analysis has shown HD2A w/SSTB20 bolts. Indicate how this will be accomplished and if a interior bearing wall will be installed. 3' A-34 clips @ 24" o.c. located in Zone B are shown on the roof framing 9' away from the designed shearwall. Beam sizing by the engineer was based upon LL of 20 psf and the building trusses are designed with a LL of 55 psf. Therefore, they are inadequate in size. The engineer, Mr. Silva has requested a copy of the portion of the plans that are in question and I will fax a copy to him to expedite the plan review. �! Provide the second copy of the trusses that were returned to the contractors wife on 4-30- 98. Kfcf.t-4Q0 5-IL(-Ct8 1Z4vmEw4 2- %6,18 If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner c.c. Todd Hemstalk Jose Silva �J May 8, 1998 Ronald Hague , 5899 Forbestown Rd. Forbestown, CA 95941 Glenn Gibbons 7 County Center Drive Oroville, CA 95965-3397 Re: Building Permit Number: 98-0654 Mr. Gibbons: • BCp1VE MAY 12 199 BUTTE COUNTY BUILDING DIVISION I am in receipt of your letter dated April 22, 1998 regarding revisions made to my building plans. This letter was hand delivered by you to me at your office on. April 22, 1998. It is my understanding that two other letters regarding revisions have been written that I have not received. I can only speculate that you were not listening to me when I pointed out to you that day at your office that I do not live in Oroville as your first letter states. Maybe that is why I have not received the other two letters. Nonetheless, I understand now after you have had my plans for two weeks (hand delivered on April 15th) and sent two letters of revisions, that you have now decided that these plans should be approved by an engineer. It is very ironic that now after all this time that you should decide to force me to carry out the most costly and time consuming revision for these plans. I can only assume that you are in the position of Plans Examiner because you are not stupid, so the only other reason I can figure you have decide to have these plans engineered at this later date was because you were intentionally delaying the project. By you deciding now to have these plans engineered, I feel that you have not only not done your job, but you have used my money to obstruct the progress of this project. For t?^is reason, I am demanding a full,refi:nd of my $632.00 plan. check fee. Sincerely, �� 1 � 4P Ronald Hague Landowner cc. Robert Beeler Tom Parilo Mike Vierra Todd Hemstalk April 30, 1998 Hague, Ron 5899 Forbestown Rd. Forbestown, CA. 95941 Assessor Parcel Number: 073-190-012 Building Permit Number: 98-0654 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a complete floor plan of the existing dwelling. 2. The braced wall panel types and ,locations on the addition and remodel areas do not satisfy the requirements of U.B.C. 2326. Therefore, engineering is required. 3. The 4 x 14 df #1 beam supporting truss A is inadequate in size. 4. The 6 x 14 df#1 beam supporting truss M3 and the -existing roof is inadequate in size. 5. Provide school impact fee certification. ' 6. Additional items may be discovered when these building plans are reviewed by the Building Division Engineer. If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner I Contractor called on 430-98 asking that this note be removed from any further letters since he is aware of the need for the school impact fee certification. He j also stated that he was taking the plans to an engineer and he would expect them to be reviewed as soon as he returns them to the Building division and I told him 'I would review them the afternoon following the day he returned them. 1 iii• .�� .., 1-. '0 F NATURAL WEALTH AND BEAUTY INN T; ROZ-``�s: BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 April 30, 1998 Hague, Ron 5899 Forbestown Rd. Forbestown, CA. 95941 Assessor Parcel Number: 073-190-012 Building Permit Number: 98-0654 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a complete floor plan of the existing dwelling. 2. The braced wall panel types and locations on the addition and remodel areas do not satisfy the requirements of U.B.C. 2326. Therefore, engineering is required. 3. The 4 x 14 df #1 beam supporting truss A is inadequate in size. 4. The 6 x 14 df#1 beam supporting truss M3 and the existing roof is inadequate'in size. 5. Provide school impact fee certification. 6. Additional items maybe discovered when these building plans are reviewed by the Building Division Engineer. If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. Sincerely, Glenn Gibbons Plans Examiner 1 April 28, 1998 Hague, Ron 5899 Forbestown Rd. Forbestown, CA. 95941 Assessor Parcel Number: 073-190-012 Building Permit Number: 98-0654 CO, -LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Y The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows:, 1'. Provide a complete floor plan of the existing dwelling. 2. The braced wall panel types and locations on the addition and remodel areas do not - / satisfy the requirements of U.B.C. 2326. Therefore, engineering is required. Energy design compliance and supporting documentation is not correct. The fenestration . t' area (so is not correct. The service porch area has been deleted from the conditioned floor area and must not include any glass windows. Therefore, plan review of the energy design cannot be completed without revised energy certificate of compliance. 4. The 4 x 14 df #1 beam supporting truss A is inadequate in size. 5. The 6 x 14 df#1 beam supporting truss M3 and the existing roof is inadequate in size. V Indicate bearing for the end of the 6 x 14 beam. 7. 'Provide school impact fee certification. 8. Additional items may be discovered when these building plans are reviewed by the Building Division Engineer. If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. . Sincerely, �jzz�l /rte Glenn Gibbons Plans Examiner 1 April 22, 1998 Hague, Ron 5899 Forbestown Rd. Oroville, CA. 95941 Assessor Parcel Number: 073-190-012 Building Permit Number: 98-0654 Suffe. Counk LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: (916) 536-2140 The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Provide a complete floor plan of the existing dwelling. 2. Indicate the braced wall panel types and locations on the addition and remodel areas. 3. Truss ID: HAT cannot be located on the truss layout. 4. The recommended snow load for this area is 55 psf. The trusses are not designed for this load. 5. Provide contract valuation for the remodel portion of the existing dwelling. 6. Energy design compliance and supporting documentation is not correct. Front orientation is shown as west on page CF -1R and the correct front orientation is south. The fenestration area (sf) is not correct and the skylights are not shown in the fenestration. Therefore, plan review of the energy design cannot be completed without revised energy certificate of compliance. 7.. .The required windows for natural light and ventilation for the living room and service porch do not meet the minimum U.B.C. requirements. 8. The 4 x 12 df #1 beam supporting truss A is inadequate in size. 9. The 4 x 14 df#1 beam supporting truss M3 and the existing roof is inadequate in size. 10. Planning approval is required for this building permit. 11. . Balance of building permit fees will be adjusted with the remodel valuation. 12. Provide school impact fee certification. , 13. Additional items may be discovered when these building plans are reviewed by the Building Division Engineer. 1 If you wish to discuss any of the above items, I can be reached at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through. Friday. Sincerely, Glenn Gibbons Plans Examiner N • • Project Processing Record. Applicant: Todd Hemstalk Owner: Ron Hague A.P. #: 073-190-012 Permit #: 98-0654 Work Description: Addition and remodel. 4-15-98: Application date. 4-22-98: Review of building plans. Wrote letter. 4-23-98: Contractor and owner at Building counter. Gave a copy of the letter to each. Explained the need for the designer to indicate the braced wall panel types and locations. 4-27-98: Received revised building plans. 4-28-98: Review of revised building plans. Letter faxed to the contractor (applicant) as per his request. 4-29-98: Received phone call from the designer in response to my letter of 4-28-98. He agreed that the building would require an lateral analysis to meet the bracing requirements of U.B.C. 2326. 4-30-98: Sent another letter (via fax) to the applicant about the remaining items that the designer could not resolve from the letter of 4-28-98. 4-30-98: Contractor called requesting that the note on my letters advising the applicant to "provide school impact fee certification" be deleted from any further correspondence. He also stated that he a\was taking the plans to an engineer and he would expect them to be reviewed as soon as he returns them to the Building Division. 4-30-98: Contractor's wife at the counter requesting all building plans and truss calculations. I gave her all the items that she requested, excluding the file copy of the current plans and the old plans with the S.R.A. and Environmental Health stamps. 5-12-98: Received a copy of a letter from the owner, Mr. Hague, requesting a "full refund" of. the $632.00 for the plan check fee ($543.00 = Building Division & $89.00 = S.R.A.) 5-12-98: Mr. Hemstalk delivered the revised engineered copies of the building plans and lateral analysis to the Building counter. I advised hem that I received a letter from the owner requesting a "full refund" and he stated that wanted to continue with the plan review. I informed him that I would be reviewing the building plans on the following afternoon. 5-13-98: Reviewed revised/engineered building plans in the afternoon. Discovered numerous problems with the engineering. The phone number and/or address was not on the engineering or the building plans. Received a phone call from Mr. Hemstalk and he supplied the phone number for Mr. Silva. Called the engineer and wrote an additional letter regarding the engineering. 5-14-98: Sent letters to owner, builder and engineer. 5-14-98: Received second copy of the building trusses. Returned by contractor. 5-15-98: Reviewed and approved second copy of trusses. Indexed file. 1 Project Processing Record Applicant: Todd Hemstalk Owner: Ron Hague A.P. #: 073-190-012 Permit #: 98-0654 Work Description: Addition and remodel. 5-18-98: Received phone voice mail from Mr. Silva requesting a copy of a portion of the building plans to be faxed to him regarding item #3 of the plan review letter dated 5-13-98. Returned his phone call and left message on the answering machine and I also faxed a'copy of the portion of the.building plans. 5-19-98: Received a faxed copy of the engineering revision from Mr. Silva. -Called and informed him that he would need to place all of the new engineering on the revised plans: As per my request to expedite the issuance of this permit, he then came to the Building Division and made the adjustments to the plans. 5-20-98: Plans Approved! Mr. Silva will inform Mr. Hemstalk that the only item need to issue this permit is the Butte County School Impact Fee Certification. 2 RESID 1 TIAL PLAN CHECKM GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: A r t,► BUILDINGPERMITNUMBER: PLAN CHECKER: - A P. NUMBER: 07-3- i TO - 0 /a Zoning requirements: (side yards and number of permitted living units). Valuation. .a! Plans signed by designer. Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Heal elo Fees tc.). Recorded notice of violation. PLOT PLAN: Y.Com le parcel size and dimensions. g ks acside yards, easements, etc. tNer buildings 4. or structures. Grading, fills and/or drainage. e Flood hazard. Special conditions on creation map (Noise, S.1KA., Fire Sprinklers, Water Tender, Trees, etc.). a! F.A.U. & F.A.S. road setback. ,K Building or utilities across lot lines (Record form). Co tete scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). .4"- Skylights (Section 2409 & 2603.7). 3! Glazing in Hazardous Locations (Section 2406). 6' Required room sizes, ceiling heights (Section 310.6). r G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 16- Garage firewall, door size and closer (Section 302.4). Minimum of one 3V exterior door (Section 1004.6). RI Fireplace and wood stove location, alcoves and clearance. 1.3" Smoke detectors (Section 310.9.1). }fit' Plumbing fixtures, water closet clearances and shower size. STRUCTURALDETAIL O ar Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). .r Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. . Floor details construction complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 8� Rafter ties or bearing ridge beam. 116. Fireplace construction details and ca1c. if necessary. U-: Garage door and/or porch header sizes. 1Z. Stud heights. W. Adobe soils - special foundation design. W. Retaining walls requiring design. 1 Special Inspection requirements. Header size. Y7'.' Sheetrock nailing inspection required? July 1996 3,2 MISCELLANEOUS TEEMS TO L Orr FOR A' Stairway details: landings, rise and run, head clearance, handrails (Section 1006). ,2l Guardrail details (Section 509). Brick or stone veneer (Section 1403). S3- Exteriof plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). 5! Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways. Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts. 1$ Two exits on three - story dwellings (Section 1003). 11. Underfloor access and ventilation (Section 2317.7). 12. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances - L.P.G. requirements. P Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. July 1996 3.3 ffil tte LAND OF NATURAL WEALTH AND BEAUTY �.='4 PLANNING DIVISION '.• ' �s£j'. ` '`r� DEPARTMENT OF DEVELOPMENT SERVICES ;;<...' 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA 95965-3397 y r• TELEPHONE: (916) 538-7601 FAX: (916) 538-7785 April 23, 1998 Ronald Hague 5899 Forbestown Road Forbestown, CA 95941 Re: Minor Variance, AP 073-190-012, MVAR 98-01 Dear Mr. Hague: At the regular meeting of the Butte County Planning Commission held April 23, 1998, your request for a Minor Variance to allow the expansion of a house that is located within the 20 foot front yard setback, was approved subject to the conditions listed on the enclosures. Please sign both copies and return both copies to this Division within 40 calendar days. Should you desire to appeal any of the conditions imposed by the Planning Commission, you must do so in writing, to the Clerk of the Board of Supervisors, 25 County Center Drive, Oroville, California, prior to 5:00 p.m., Monday, May 4, 1998. The appeal fee of $50.00 must be paid at that time. If you do not appeal and if there are no other appeal within the 10 calendar -day appeal period, the action of the Planning Commission is final. A Notice of Exemption (NOE) should be filed for purpose of completing the California environmental quality Act requirements. The fee for filing the NOE is a $25.00 document handling fee. A check made payable to the Butte County Treasurer in the amount of $25.00 should be submitted to the Planning Division in order to complete the process. Please be aware that failure to return the signed copies within 40 calendar days will invalidate the Planning Commission's approval. Re-application to this Division would then be necessary. The Use Permit is deemed granted when the enclosures have•been signed by the applicant, with the counter signature of the Chairman of the Planning Commission, and said permit is received by the applicant by -registered mail. Pursuant to Section 66020 (d) (2) of the Government Code you are hereby notified that you have 90 days to register a protest challenging any fees, dedications, reservations, or exactions imposed as conditions of approval for this project. Should you have any questions regarding this matter, please contact Stephen Betts at this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. EXHIBIT A MINOR VARIANCE BUTTE COUNTY PLANNING COMMISSION DATE MVAR 98-01 VARIANCE NO. 073-190-012 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Ronald Hague is hereby granted a Minor Variance in accordance with application filed February 23, 1998, to allow the expansion of a house that is located within the 20 foot front yard setback. 1. Failure to comply with the conditions specified herein as the basis for approval of application and issuance of Permit, constitutes cause for the revocation of said permit in accordance with the procedures set forth in the Butte County Zoning Ordinance, including Butte County Code Sec. 24- 52. 2. A Minor Variance shall lapse and shall become void one year following the date on which the Minor Variance became effective, unless prior to the expiration of one year, a building permit is issued and construction is commenced and diligently pursued toward completion on the site which was the subject of the Minor Variance application. 3. The terms and conditions of this minor variance shall run with the land and shall be binding upon and be to the benefit of the heirs, legal representatives, successors, and assigns of the Permittee. 4. Minor changes may be approved administratively by the Directors of Development Services, Environmental Health, or Public Works upon receipt of a substantiated written request by the applicant, or their respective designee, Prior to such approval, verification shall be made by each Department or Division that the modification is consistent with the application, fees paid and environmental determination as conditionally approved. Changes deemed to be major or significant in nature shall require a formal application for amendment. FINDINGS: Section 1: Environmental Findings. A. Upon careful and deliberate review of the project and the project site environs, the proposed overhead canopy will have no significant environmental effects and has been determined ■ Butte County Planning Commission Agenda Report ■ to meet the criteria for a categorical exemption under Section 15303 of the California Environmental Quality Act guidelines; and Section 2: Zoning Ordinance Findings. A. There are special circumstances applicable to the property (size, shape, topography, location or surroundings) or the intended use of the property, and because of this, the strict application of zoning standards Code deprives the property of privileges enjoyed by other properties in the vicinity under identical zoning classification. These special circumstances are: 1. The location of the OWID water ditch limits the amount of expansion that can occur on the rear of the house; and B. The Minor Variance or its modification is necessary for the preservation and enjoyment of a substantial property right possessed by other property in the same vicinity and zone and denied to the property for which the Minor Variance is sought; and ' C. This Minor Variance or its modification will not be materially detrimental to the public health, safety or welfare, or injurious to the property or improvements in such vicinity and zone in which the property is located because: 1. The expansion of the house will not increase the distance that the house projects into the front yard setback; and 2. The expansion will not interfere with vehicle safety or sight distance; and D. This Minor Variance will not constitute a special, privilege inconsistent with the limitations upon other properties in the vicinity and zone in which such property is situated; and E. This Minor Variance will not allow a use or activity which is prohibited by the zoning regulation governing the parcel of property. F. This Minor Variance or its modification will not be incompatible with the Butte County General Plan. Section 3: Action. A. Subject to the findings indicated in Sections 1 and 2 of this report, move to approve the Variance for Ronald Hague on APN 073-190-012 to allow an expansion of a house that is located within the 20 foot front yard setback. Approval shall be subject to the following conditions: ■ Butte County Planning Commission Agenda Report ■ 4 h B. Conditions of Approval: 1. A building permit for the expansion shall be obtained from the Butte County Building Department. 2. The expansion of the "dwelling unit shall substantially conform to the plans submitted with the application. 3. Applicant must also comply with all other applicable State and local statutes, ordinances and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are in fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman CC: Land Development Division Building Division Health Department Department of Forestry a ■ Butte County Planning Commission Agenda Report ■ 3 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES -4-1, 1'Main Street • Chico, CA - (530) 891-2751 'r 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. j� J -eLr— .. { i ^f y. rc fp' . x. S.� Date Al2 Inspector 2�;`� " REV 1,0/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA * (530) 538-7541 CORRECTION NOTICE sr. OWNER J PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, a. please contact this office immediately. • ice," . + Date Y ` . Inspector REV 10/•2 COUNTY OF BUTTE - BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 j County Center Drive - Oroville, CA - (530) 538-7541 ;h CORRECTION NOTICE PERMIT NO. a A routine inspection indicates that the following violations of butte county Ordinances exist at the `. above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, ontac his office immediately. l'M Insulation Certificate BUILDING OWNER: BUILDING LOCATION: Description of Installation ROOF Material Thickness (inches) CEILING BUILDING PERMIT 0: " ( 0 Brand Name Thermal Resistance (R -Value) Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance. (R -Value) Loose Fill TypeBrand Name Contractor's minimum installed weight/ft-7--Ib Minimum thickness inches Manufacturer's installed weight per square foot to acheive Thermal Resistance (R -Value) EXTERIOR -WALL Material Thickness (inches) RAISED FLOOR Material Thickness (inches) SLAB FLOOR Material Thickness (inches) Width (inches) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) Brand Name Thermal Resistance (R -Value) FOUNDATION WALL Material Brand Name Thickness (inches) " ermal Resistance (R -Value) Declaration I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Building Energy Efficiency Standards for new residential buildings contained in Title 24 of the California Administrative Code. General Contractor (Builder) Signature and Title Sub Contractor (Imulation Installer) License Number Date License Number Signature and Title Date THIS CERTIFICATE MUST -BE PROVIDED TO THE BUILDING DEPARTMENT PRIOR TO FINAL INSPECTION. APPROVAL AND A COPY SHALL BE POSTED AWITHI THE BUILDING. .r CERTIFICATION of INSULA'nON ADDRESS 08 TRACT SACRAMENTO ±NSULATIOht G_ONTRAQ'�R� S .., oQT i ❑ P,O, 00X 654, ~NEST SACAAME;NTO, CA 95691 LIC. #2Q2026 3243 IVQUSTRIAL DRIVE, V�29A CITY CA 95933 LIC #202026 ' p P.0 f30X 9651, FRESNO, CA 93783.9651 0C, X202025 � P.G. BOX 1631, RENO, NV 89505 LIC. 4310675 � r�C`c�� a J�l� ❑ 33?6 A PONDEROSA WAY, LAS VEGAS, NV 8S 118 LIC. # 10675 DATE INqu4At ON COMPLETED ' I t SQUARE ;ESTI ! 4 SQUARE FEET) I t SCUARE FEET; ` TYPE OF INSULATION TYPE OF INSULATION_ TYPE QF_tNSULATiON MATERIAL MA`ERIA. rMATER,A�~ FIBERGLASS FIBERGLASS + FIBERGLASS FORM — --- - - - f�a+� --- -- - -----�frjA1!----- BAT'rS BATTS A BLOW I BATTS I MANUFACTURER$ PRODUCT I.D MAN'UFACTL;FA $ PRODUCT 0 MANUFACTUPEA S PROOLIG • i D ! i ! MANUFACTURER MANUFACTUR(;R� MANUFACTURES �,- If OCFf OCF _ .� � OCF I i R • VALUE APPLIED R . VALUE r~ APPLIED t 'N.IP45TALLED R • VALUE r APPLIED INSTALLED THICKNESS INSTALLED THICKNESS 1 1014 N7 PER INSTALLED THICKNESS _ KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL T - w FORM R'JALI.'E ti1P.y .FACTrQER FIBERGLASS BATTS + OCF I I _ AIR INFILTRATION SEA( ANT MATCFi,At _ ! I•.aAr,FA:"URFR—�-.__. — (� W A GRACE THIS IS TD CERTIFY THAT 114SU ATION AMD/DR SEALANT HAS BEEN INSTALLED IN CONFORMANCE W MATERIAL STANDARDS AND REGULATIONS. SIL— NATUNE—I 'ION CO TRA �N VANAGER SIGNATURE— •J L ONTRACTOq- I . REMARKS -- ASIC -303 BUILDER CU?Y ABLE CODES, Y._ -�.. D -sign Cdteria; Seismic Zone M Wind Exposure 'C', 75m h wind q,=14,5, Cq =1,3, 1 1.0 . I ' I p P = Ce Cq ql.= Ce x 1,3 x 14,$ x I,Q Ce=(Q-15)-1,06 Pj5:--.;119,98,psf P = 18,85 Ce (15 " 20) w 1. 13) P7 21.5 Q psf 0 (20 - 25) - 1.19 r25 22.43 psf Check for controffing condition using typ. I ft. strip (25 SEISNffC V ZicW 0,31 x 1.0 x 2.75 W 0, 103 W 8 S -S Direction: Roof IbI7 r r x, WaUs A/a x # x 103 WND`- Avg height ft. P . ................ nsf 0/ S- 9 Directi on: Exposure to wind x P x /f�v, - 2 -2v If emA v /.S f2i M.Og UrSe, 00320.4-41r,44A %34-D- "`�A-wwei erplw" f C-55267 EXR SEP 3 0 M I 4/1-4�0 �Clcl �, � �1'1 P(G (116 SAeWr A4Za," 6526 3 33 9 Plan No, WALL STABILITY WORIKSHE ET Diagram - Wall Shear V v -7 q ? j7 qqb-A Tc Wol �wji� V. -7 IT wUwt-Ao6-., LI 1544 57( it �J-Lioj:uf 0 �wa Date. 5-1 JobNo,. Sheet of Deadload Roof WR 1c))4 I "A 7 q � U, 17. 9-XIV4�7 33(.0 y P,4 2, Y- '1. 9 Y -12's � I Z. YL -7 S-9 '(7u -0o.1-4 -71 (��-Zts4tlo SIN - t*!.TV7 Overturn Moment MOT Z F -,y6 X .7 14 0 -5*4 k1 ' 12,0 -2,34 14- Holdclown, Reqy#ed vovo *7 ST V, IT, V41 Lj�; /I IAL la 's— / b 07 %- M-:zf 741v- - I yj wl q ? j7 Tc Plan No, WALL STABILITY WORKSHEET S///Date Job No. Sheet of aeadload �Vheaallr R Wall Overturn Moment Ri,htI'n Momenl Holdclown ReqW*red Diagam V ,gf R W W Mot MR SU �,q yo pq I -3 to ci (0 Y, �L L/ ;,-t V �4 ff VTO 01 7t- Uj Iq S-6 D L� V41 6 nj g-404 ?D� 741y, 6A- HP'Tlq �11/s s '7 L4 V4- 7, 1616 Or 5-3 Y, 7 431 tjo Ir 1�?17904- 51� Z:7 It %,41-S' q,,L Lq- 15 �,V 7A,, )qb (D 8x (P 2" olvo- I PLAN NO 4-eUr�� i 0 N4 u IRk, eA to cz, En ;z -4r m z 110, N -95267 14� "k rr u :Z1 EXRSEP 3 0 ZM clvl\� 0 C P AT F - JOB NO, SHEET :Z, OF 0- P L AN N 0, N4 to Z cc tA N 4. 4A c tr tA r C) z 0--q A too m U5 tA UY > e�j DATE JOB NO. SHEET OF. 11 , I Das,-Vp �s/w//gr- --J, 6 wo , I/P,-/ s4ee,-'- s.- ):) L / 1; R 13-4 Ze),t9S 014 7 1- A)= 3 ZPS/= -7 a7 4 3r, Cp'�4 0 Xb� ',I!, Av- Sly,- 3;pv� 0 -S7ys-r=A P/4 -IL IF -)31 -SIL 0. C-554267 . 7-1 m EXP. SCP 3 0 20V IVI\- c Diagram A Pl,an No. WALL STABIELrrY WORKSHEET i ;Z; -- V v WAVI -- � 7-o'. w W ��eL- Wafi Shear v 3?62-e Date Job No. Sheet of Deadload Roof WaR WR Ww t*i,Uv? 9"23,Kk qqg s-[,N 3 E 8 Sln- -A�5267 'i ". I i ?Ow Holddown, Reqecd 30, zr% ,V/,v 41 u sc S 5-12 2 L/ , r -7 1 % W-13 -- (475 &4 56-41�1 �,Oug- S-. �ko 7-72,e --- 0- I�b � �1/� �- -:v, 0 � 14- ZTTZ t*i,Uv? 9"23,Kk 16 10-1, %1 w -a's r�3 Uj I 64 14 t L4 Y- I? 3 31 zzq I Y, 11,4. -7 1 % W-13 -- (475 &4 56-41�1 �,Oug- S-. �ko 7-72,e --- 0- I�b � �1/� �- -:v, 0 � 14- ZTTZ esip Ciliteria: Seisrnjc Zone M Wind E xposure ICI, 75mph wind %=14.5, Cq =1,3, 1 1,0 P =1 Ce Cq % I = Ce x 1,3 x 14,5 x 1,0 Ce = (0 - 1$) - 1,06 P = 18,85 Ce (15 - n) - 1,13 (20 - 25) - 1,19 Check for controffing co, ndition using typ. I ft, strip (25- SEISTvffC V = ZicW = 0.3 x 1.0 x 2,75 W .= 0, 103 W Rw 8 S -S Direction: Roof 4uo F 7 2, c� r x P15 = 19,98 psf P2 p = 21,3 0 psf P25 22.43 psf Wafls x x . 103 If WEND Avg height 0/ ft. P Sf /'V/ n -S-9 Direction: Exposure to wind x P x Z?V Pif Ae- q,)< 6, h1b 'Go Pw'-W/S IW4- U13a 2 3 -jo'&O' '� 44 23-�-O' A WA/-& ar'd .3, b7, Zm" kv&& 'Poew, IS A/'// AAt,064 �544W 44,41's -r4 e.M S-4,-.Vq 1/7 as r-14rlr P"' '�� sAe-*r A sdc,4�o- z 3 2.�G AP)e SAS �lan'No. Date Job No, WALL STABILITY WORKSHEET Sheet of Deadload Wall Overtum Ri Holddown ,gll,in She Qf Wall Mot Im n Re Wed Dia ,ar Ro W%A! nent M _uam w P, MOT R 41'4z/O ?,(,I � y"y sej% 419� Zing 1'� 9 q vi q6iL Ll n, �-6 '�'J4 ZA A/I S's -6 Z -w 4 ms'�' Bar) 2,q q -4 &p Y, 6-� 1 *717 - 'D 1616 -2 �L4 q y. L4,,S La i z A IV, 7— g* 'S// .2,-7 Zi w5tL 72�1(`- 1.0- sg-7�,� w CIO -55267 rri SEP 30 M --a Ov, Point Svstem Summary: Climate Zone 11 P -2R BUILUING DATA Conditioned Floor Area Number of Stories Slab/f3als d Floor VS Check all applicable Unit"Fypo condition(s): [vr Single Family Detached (SFD) [ I Addition Alone Single Family Attached (SFA) [ ) r=xistlng Building Multi -Family (Mr) (4 Existing -Plus -Addition SCORECARD Measures Point Scores 1. Cell Ing Insulation o r R.Valuo rJ8] U-VWUO 10,0281 2, Wall Insulation ['Ot� or R val a 119] U-Valuo 10,0651 3. Raised Floor Insulation or R.VWUO 1191 U-Valuo [0,0371 4. Slab Edge Insulation, . — of R-Valuo (0) F2 fadtor (0,751 5i infiltration Any Ducts in Unconditioned Space? Y N 6. Fenestration Heat Los�.' a, 1 0 I� Typo LI-valuo 10.q Total % Fonos. 1161 Sum 1-6 7. FOLstratlon Heat Gain 0/6 Fenestration SCShado Open Ell, % Fehes, Shade Eff. Ratio North x u East x South x wast x Skylight OvethangsT(Y/ 7N) 8. interior Thermal Mass or % EXp. Slab [20 Int, Mass/CFA 9, [Exterior Wall Mass 14 A-, 10 . Heatl hg Systern EXL Wall MaAO AFt1F,'btHSPF x Duct Elfic, [I story: 40oiutivo ZonalCon ol Sum 7-0 �Am 6e 6,S) 0,8312+ ittoryt 0.981 oe HS Adjutinidni [0) 11, Cool I no Systalt x ::�i - - I � SEER 110,0) DU g 111d t �g � 0,81; 2+ story: 0,61 Effodve SEER zonal Con7tro Adjustment [0) 12i Water Heating Syste i M P? HoutorT 0 [SGS01 nor Fdc—lor EXL Ins, R,valuo Auxill Input 1=61 Oldbibution [STOI Systehl 2 En8r'g_y Fircto'_r 4 I'm' Ra—valuo- AUXIliaty Input blsviM8F Point 116m Atjvl66d Januaty jok Pblht Go.0h �e�2 D"IL : )2.. r-J!5"r- 67 p s e7qLps; e3 6 -7eW':' 00 7 7p SYZ '5' 1 �)v 1, eps I , -55267 EXR SEP 3 0 c Or Certificate of Compliance: Residential (Page 1-1of 2) CF -1 R HP6 L) 0�' 111b Project Title Date Project Address BuIlcling Permit Documentation Author Telephone Plan Check / Date f,/ �;' I I I f�J� r' Field Check / Data Compliance Method (Package, Point System or Computer) Climate Zone Enforcement Agency Use Only GENERAL INFORMATION Total Conditioned Floor Area-, ft2 Oullding Type: Single Family Addition (chock one or more) MUlti-Family ExIsting-Plus-Addition Front Orlentati . o n: W North / East / South /,Wefit / All Orientations (Input orientation In degreba.6d c1rde one.) Number of Dwelling Units: Floor Constructionrype. Slab / Raised Floor (circle one or both) .e 0, BUILDING SHELL INSULATION Construction Component Insulation Assembly LocallorVComments Type, R -Value Uwvalue , (attic, to garage, typIcali otc.) Wall ......... 14A Wall ...... ....... Roof ............. t2 Rod ............. Floor............. Floor, .... Slab Edge... FENESTRATION Shadihg DevIces Fenestration Area Fenestration Interior Exturioe O'verhahg Framing Type Orientation ('81) U -Value (toiler blind, otc,) (shdddtrrooh,,iDtc,)---_(yes/no) --(rnotaIMoodi1vInyj From.... �4 Front,..., Left Left.. V e� Right".. .... .. Skylight .... Skylight o ...... THERMAL MASS RavIdid bed6nibof J OggL Certificcite of Compliance.-, Residential (RIA90 2 of 2) CF -1 R, HVACI SYSTEMS, Note,, Input 6yclronic or combined hydrorilp, data under Water Healing Systems, except Posign Hoatln.GLqqd� WATER HEATING SYSTEMS Energy 11 External Rated! Tank Factor or Ta n. k Water Heater Distribution Number Input (kW Capacity Recovery S"tandby Insulation Type Type In System or Btu/hr) (gallons) Efficiency Loss (6i.) IZ14aiue' W�/ Z4 Ila 1. For small gas storage (rated Input s 75,OQO Glutfir), electric resistance and heat pump water heaters, list Energy Factor, For large gas storage-watar heater 5,OOQ Btu/hr), list Rated Input, Recover a (rated input � 7.1 . I ry Efficiency and Standby Loss. For Instantaneous, gas water heaters, list Rated Input and Recovery� Efficiency, SPECIAL FEATURES/REMARKS (Add extra sheets it necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6, of the California Code of Regulations, and the administrative regulations to Implement them. This certificate has been signed by, the Individual with overall design responsibility, When this certificate of compliance Is submitted for a single building plan to be built in multiple 6 orientations, any shading feature that Is varied is indicated in the Special Feature S/Rem arks section, Designer or Owner (pot 13usInoss & professions Code) Documentation, Author Namu: title/Firm: Address, Telephone: Lic, N: (signature) (clato) Enforcement Agency Name: Title: Agency., Telephone: (slonaturoh',tamp) (date) Ravisod Docurn.bar 1992 (signature) (date) %, Hoating,Eq Wipment Minimum T pe ond Duct or Hqat Pump ,. Type (fur6acq, heat F --f f jrAenqy Location Piping Thermostallw Configuration pumR., etc,) (AFUF./HSPF) (ducts/all1c, etc.) R-Valwe Ty (split or Racka a) 9 -L I I � I Cooling Equipment Minimum Duct Type (air conditioner, �fflciency Location Duct Thermp3tat Configuration hea t pump, evap, coohnq) (SEER) - (attic, etc.) R -Value Type (split or pa "ka 91 WATER HEATING SYSTEMS Energy 11 External Rated! Tank Factor or Ta n. k Water Heater Distribution Number Input (kW Capacity Recovery S"tandby Insulation Type Type In System or Btu/hr) (gallons) Efficiency Loss (6i.) IZ14aiue' W�/ Z4 Ila 1. For small gas storage (rated Input s 75,OQO Glutfir), electric resistance and heat pump water heaters, list Energy Factor, For large gas storage-watar heater 5,OOQ Btu/hr), list Rated Input, Recover a (rated input � 7.1 . I ry Efficiency and Standby Loss. For Instantaneous, gas water heaters, list Rated Input and Recovery� Efficiency, SPECIAL FEATURES/REMARKS (Add extra sheets it necessary) COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts I and 6, of the California Code of Regulations, and the administrative regulations to Implement them. This certificate has been signed by, the Individual with overall design responsibility, When this certificate of compliance Is submitted for a single building plan to be built in multiple 6 orientations, any shading feature that Is varied is indicated in the Special Feature S/Rem arks section, Designer or Owner (pot 13usInoss & professions Code) Documentation, Author Namu: title/Firm: Address, Telephone: Lic, N: (signature) (clato) Enforcement Agency Name: Title: Agency., Telephone: (slonaturoh',tamp) (date) Ravisod Docurn.bar 1992 (signature) (date) CDF FIRE SAVE REQUIREMENTS ':�2d Yd , OW7� AP# PERMIT # NA14EI 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 compliancei 1272iOO Maintenance of Defensible Spaceo To ensure continued m intenance of properties in conformance with these al standards and measures and tc assure continued avail- abill.ty, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the lan& owner. DriVOWay--Standards I 1273,02 Surface. All driveway surfaces: and structures (bridges, 1273.07 culverts and other appurtenant 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 4,01000 pounds, 1213,03 Orade. Not to exceed 16 percent unless paved. 12,13,04 Driveway Radius 1. No roadway shall have a horizontal inside radius of curvature of less than So feet and additional sur- face width of 4 feet shall be added to curves of SO - 100 feet radiWs; 2 feet to those from 100-200 feet. 2, The length of verti�,al curves in roadways exclusive of gutters I ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 7 12'3.05 Turnarounds. If required, will, have a minimum turning radius of 40 feet fr6m the center of the road, 1273.05 Turnouts, Shall be a minimum of 10 feet w1de, and �O feet long wif-i, a mi.viimum 25 foot tapev on each end. t'h !2!0,!0 Width, All drivewayo 6 1 hall provide a minimLit 10 foot traffic lane and unobstructed vertical dlearance of 15 feet aloric, its entire length, page I O't- 1� I Thermal Mass Worksheet P"'.1 T Ile Dia le WS - 1, 13 INTERIOR THERMAL MASS: METHOO B Method B is one of the two ssible options for calculpting Interior mass aspxplainod In $action 4.2 of the Resioential Manual (RM), Cie other o lion, M elhod A, 15,a simplified method to take ther' at mass credit for m concrete slab-onTgrade only. Thi's WOTI sheet Is not required fo� Method A. Method 13 must be used to IPke thermal'mass credit for any mass elements other than c r oncrete slabon-grade, Calculate the InterlorMass/CFA value using the workshoet spapo below, Look upthe Unit Inted.or Mass,Capapity (UIMC) for each Interior mass surface In RA -9a, 4-9b and 4-10, Includo 1 6 6 6 e t rior 4 Tabligs 4 he Interior surfa o, I . xp mass walls, For Interior mass walls exposed on t)Qth (IWO) sides to conditioned s ace, enter the surface area of only one side, include the Inside'surfoce's of exterior maps walls as explain I ed In, ection 4.2 of the RM, Unit Interior Interior Descriptiop. Mass Area mass Capacity Mass capacity X - �f, !4., , , I - X F14� X X X X Z9 X X G Total FA Interior Mass/QFA EXTERIOR WALL THERMAL MASS Calculate the Exterior Wall Mass, of all exterior walls. Look up the Exterior Mass Faclui for each opaque wall element from RMTable 4-10. Only exterior mass wall surfaces may be Included in this calculation. Opaque Exterior Description Wall Area Mass Factor X X X X X, X Conventional Waff�- X 0 Total Total 0 aque Exterior Wall Zea Wall Mass Rovlsed December 1992 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 600 feet, turnouts shall be, provided no more than 400 feet apart. 1273.10 Turnaround. A turnaroundshall be provided at all building sites on driveways over 300 feet in len5th and shall be within So feet of the building. 1273.11 Gates 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 obstructinj traffic on that roadway, 3, Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radiusshall be used. Vuel Modification i218,oi setback for Structure Defensible space, 1. All parvels 1 acro and larger shall provide a mini - MUM 30 foot setback for buildings and atce880TY buji,jings from ulJ property lines and/or the center of the road. 2. Pot parcels less than I acre, local jurisdiction shall provide for the same practical effect, See other 9equirements below. 1276402 Disposal of Vegetation and Fuels� Disposal, including dhippitq, buryin,q, burning or removal to a landfill site ap,� prov ed by the local jurisdiction, Of flammable vegetation and fuo �jd daubed by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of toad Construction )r �iAal inapedtilbri Of a building permit. Page 2 of 3 0 d7- do �,' 0 0 18 5,10011 HOAVAONF1 a 9?, (-,IV c 99 to P-0 I solvi 96/09/VO 7,2" -- (1-17, q1 - 0 /746 6� - I AP 4 PERMIT It NtE Other Reauirements If Building Setback is-.1-5,to 30 Feet: Class A or B roof Enclosed eaves if Building -Setback 's Lesg__Tbap 15 Feet Choose .- any 3 of the . following: - Metal or no doors on side toward. property J�np with inquffi- pient setback - Class A or B rpof with enclosed eaves Interior automatic sprilnkler system per NFPA 13D - Gl , ass area not. to exceed 10t 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 Hlurl P -ITCH SPIW WT-DESCR-rPT-ION 14?.s 14 1 zi '�AF A A 4"Z' kJ: Aza A mmk P. vzi m 4n% r HN Pirv§ C7,11 L =L rN ill -PROTECT.- CavWr It CO.LVTRACTOR:- ENDEAVOR H02TES -RObF.- Cot--,. T-. - PLAN: DATE: W.- smo un< DRAWY BY: PL UMB TAIL CUT. ===<<<<ACES -32 Ver. 1.1>>>>-========1 102113 ]==========<<<<TROJAN>>>>=== ------ Cus�omer HAGUE -ENDEAVOR Thu Apr 23 10:44:07 1998 Project 4114AG Truss ID : HAT Family # 101 Span 5-4-10 Quantity : 14 Top Pitch 6/12 ==B1d(4/ZO11998),V1 .1 TOP CHORD �BbTTOA CHORD WEBS REACTIONS - SIZE APPkOVED FOR I MITEK INDUSTRIES INC. 1-2=-382 3w4= 331 2-4= 51 1_�-578 3.50 2-3=-382 4-1= 331 3=-578 3.50 2-8-5 b-4-1 0 1-15-1 2-8-5 2-8-5 5X6 1X4 2-8-5 5-4- 1.0. 2-8-5 2-8-5 OF L TO PX!3 0-2 RiGH1 TO PK :3-0-2 LAVITHEIGHT-.0--6-5 SPAN:5-4�.10 R18E:1-10-8 R HT H81GHT:0-6-5 L5AD_1NG_ (PS -V-)- ----MM-STRESSES MINIMUIVI. GRADE OF LUMB . ER L D TOP 1-2-0ivp TOP CHORD:2X6 NO,2 GR DV -L TOP 55 10 BOTT 3-4=0,071 BOT CHORD:2X4 Nd,10tr 91 DF -L BOTT 0 10 LL.DEFL.@4--0.00 L/240 WEBS :2X4 STANDARD GR DF"L 8TR i INC LUMB = I 15 -PLATE SPACING ! 24.0 in. 0. C, REP8TITIVV. STRE88E9 USED NO, OF MEMBERS t:� 1 bEFUCTtON(IN,) L L_- O,0O,D,L=O,OOjTA"_0,00 'His 18 A PtOGY40iACK TRUSSSEt STANDARD DETAIL FOR CONNECTIONS AND BRACING VLATEs A98 Milk M20 -1165j142 MANUFACTURED PROM AsTM A 446 GO A GALVANIZED SYEEL(9xC0T As SHOW PLATE MUST BE INSTALLED ON EA. FACE OF dOINTjSYMMVRIdALLY(EXdEPT Ag 9HOWN)b9sIGN CONPOW W/NbS DESIGN S05C91 UBC-IC8O,TPI-0i TOP dHoko ONACING a �411 O,C. UNLESS RIOMY SHEATHEb, noTr6M cHbRb 0tNT1NUOU8LY13AACM@ 1010"0.c.UNLeOtAI61'OLYSH�AtHEb, LATERAL BRACINO OF WES MEMBERS, WHERE REOUIRSO, ArIt AS SHOWN ABOVE, PON AbbItIONALP�RMAN�NTANbf5MOONANYbkACINb VHICHISALWAYS WOOD(V REO'D) REFL-A TO TPI PUBLICATION 1110-91 ORACINO T�US8�8 COMMeNTARY ANb AECOMMMMN, C 1021,12 ] ==========<<<<TROL7AN>>>>==,======= ===<<<<ACES -32 Ver. )r 23 10:44:02 1998 Cus�omer : HAGUE -ENDEAVOR Thu Ar. Project #: 41HAG Truss ID B1 Family # : 104 Ity Top Pi C -1 1 t h : 6/12 Span 16-4 Quant.. ==BLd(4/20/1998�,vl.l=============================== N.OTES:111-Gable'studs syaced at 16 inches Oickth standard 2 -Brace vertica studs in accordance cgable end detail 3 -Continuous bearing provided alon entire bottom ord 4 -Provide IX4 plates at each end og gable stud unless otherwise noted 1 3-9-11 1 3-9-11 4- 2 5X6 E 5�7-9__ -10-8-7 1_6�4 5-7�9 5-0-15 5-7-9 :4 L HL TO PK:9-.1-9 R,. HL TO PX :9-1-9 LbT HEIGHT:0-6-5 SPAN -16-4 R188:4-7-5 RIOHT HEXGHT:0-6-5 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF, LUMBER L D TOP CHORD -2X6 No.2 GR DY -L DF -L Top 55 10 BOT CHORD -2X4 No.l&Btr 91 BOTT 0 10 LL.D8VL,@0"_0.00 L/240 W8B8 :2X4 srrAf4bARD OR DF�L sTR,TNC.-, LUMB = 1.15 PLATE -_ 1.15 SPACXNO-- 24.0 in. o, C. REP8TITIVE STRESSES USED NO, OF MEMBERS -_ I brFLtGT1OW(1W4) L,Lz2 O.O61D.L=OvOO,T4=0iOO PLATES ARE WICK 1420-165,142 MANUFACTURED FROM A91M A 446 I3RD A GALVANIZ0 StEtL0UPT As SHOWN) PLATE MUST BE INSTALUD ON EA. WE OF JbINTitYMMEWCALLY(EXCEPT AS SHOWN)bEWN CbNVORMS W/Nb§ bES16H 905CSi UDC-1C8OTF`1-91 TOP CHORD 8RACING 0 24' 0 C� UNLESS RIGIDLY SHEATHED, 00110M CHORD CONTINUOUSLY SPACED 0 '100" 6 C UNLESS RIGIDLY SHEATHED, LA1 ERAL 8RACING 00 WEB MEMBERS, WHERE AtOUIREO, ARE As SHOWN AGOV9� 1`011 ADDITIONAL PERMANENT AND ICMPOR6RY PRACIN9 (WHICH IS ALWAYS R50-15) RI1rER TO TPI PUBLICATION H10.6i ORACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. ;==,:;<<-,<ACE2-32 Ver. jQ2109 > > > �>;= =;= = F;;;= = = Cur. HAGUE -END.EAVOR Thu Apr 2?10:43:38 1998 41HAG, 1 3�4 Pr,oj edt Truss.TD t A Vam' - ly # ''. ; Span 42,10 Quant;Lty : !Q Top P:Lt;ch 6 12 A SIZE TOP CHORD BOTTOM CHORD WOS 99 CTIONS 1-29�5749 7-0,-5744 4-t9= 5062� 14-1= 5057 2-10 112. 5,11= 944 1#,34?$ 3,66' 2-3=-4940 9,10= 5Q6Z 2-131;-721 6-11m-ll�Q 8=43128 3,50 �"0-4066 10411;; 4420 3�13- 447 6,IQ= 449� 4,5=*3630 ll�lz= �OV 3-1RP-lUil 7.10:;r725 5w4q-4066 12-13- 4410 4-12- 943 7-94 112 4�7=,4942 13-14= 5057 4�11F I PLATE OFFSETS (OLEFT,Y;�TOP); 02=3,51 1, Q7=3,33, CJ114,21 , Ejl?,;4t2], a 0 5 --a f 8-10 1 5-8 5x)q 5X6 4 5 IX4 3X4 5X8 nAts JAI+ I At 2X3 WEDGE 1 5-8 1 11-4 17-0 25-0 30-8 36-4 42-0 F---5-8 --' 5-8 5-8 8-0 5-8 5-8 5-8 L. HL TO PK:19-0-1 R. HL TO PK :19-0-1 LEFT HEIGHT:0-6-5 SPAN:42-0 RISE,:9-0-5 RIGHT HEIGHT;0-6-5 LOADING ()?SF) M.AX STRESS2S MINIMUM GRADE OF LUMBER L D TOP 4-5=0.850 TOP CHORD:2X6. No -2 GR DF -L TOP 55 10 BOTT 9-10=0.8,59 BOT CHORD:2X4 No.I&Btr 91 DF -L BOTT 0 10 LL.DEFL.@12=0.34 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING : 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = I CHZ'n, 4-5 TO BE 2X6 SS GR DF -L WEB 3-12; 6-11 GRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use IA or 2x3 Cont.8racing conn.w/2-8d naiLs,or T -brace of same size and grade as web Conn. to narrow face w/10d na,iLs 6 in. o.c DEFLECTION(IN.) L.,L= 0.34,D.L=O.12:,T.L=0.46 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) UBC�IC80,TPI-91 PLATE Muqr BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, TOP CHORD BRACING 0 24" O.C. UNLESS RIGIDLY SHEATHED. BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0" O,C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE, FOR ADDillONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB,91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION, ver, 00Q�45 <TROJAN> Thu Apr 23 13;4Q;Q6 1998 .jtoMer : KAGUE-ENDEAVOR CUS ff: 41H A2 Fam�ly f f! " V4 6 12 Project _AQ tqh, span 42-0 4 Top Pl =oLdV/12/1998) Vl REACTIONS SI?9 top CHORD BOTTOM CHORD 1-2=T69RO 7r8=T4278 11-12-_ 019 17vl8-- 45241 5282 2-20= 84 2-19=�1130 WEBS 5"17= 1089 5,16= 334 4-10 791 9-14�-1036 1A-31�O 315Q 11=1,3128 3 B_qg�5058 12�13= 4 14-19= 213=-5905 �lq 3,4=-5058 9,11)=�5905 13-14= 5282 19-gg= 4319 4,5=-42M 10"11=-OWO 14,1$.= 4524 20,T 1 , = 6319 5�6=,3966 15-16= 3820 6,7q-3946 14T17= 311?0 3-19;; 532 3-1B=#i036 4�18P 791 4-17="1228 6,14=�599 7-16= 3�4 7-15g lqAq 8-15=-1228 9-13-� 532� 1Q,13;:,1130 10"12# 84 1 111. 4"*1`11�, APR .51 , r I , PLATE OFFSETS (X=L8FT#Y=TQP):04=3,,l Cl 3x4 8X16il 20 1 5x4 2X6 WEDGE 4-13 i8-6 4-3 4�3 Me] 4x8 1,50 4x8 6 7 3x5 3x5 4 30 30 - � IN TITA 9 19 18 17 16 15 14 3x4 3x4 3X5 3x8 3x5 3x4 3x4 4-3, 4-3 '4-3 3x4 4xio" 12: 5x4 2X6 WEDGE L. HL TO PK;19-0-1 R. HL TO PK :19-0-1 LEFT HETGHT:0-0-3 SPAN:42-0 RISE:8-6-3 RIGHT HEIGHT:0-0-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.933 TOP CHORD:2X4 No.I&Btr 91 DF TOP 55 10 BOTT 12-13=0.990 BOT CHORD:2X4 No.I&Btr 91 DF -L BOTT 0 10 LL.DEFL.@16=0.49 L/240 WEBS 1.2X4 STANDARD GR DF -L STR,INC.: LUMB - 1.15 PLATE = 1.15 SPACING : 24.0 in. 0. c. REPET1qllVE STRESSES NOT USED NO. OF MEMBERS NOTE: PROVIDE FOR 0.28 IN, HORIZONTAL DISPLACEMENT AT ONE BEARING WES 4-17; 6-16; 8-15 BRACED at 1/2 PO!NTS AS SHOWN ABOVE Note:Use lx4 or 20 Cont.Bracing conll.14/2-8d nails,or T -brace of same size and grade as web conn. to narrow face w/lOd naits 6 in. o NOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GABLE END DETAIL, CONN. W/IX4 PLATES AT EACH END. DEFLECIION(IN.) L.L= 0 49 1 D.L=0.18,1.L=0.67 PLATES ARE MITEK M20 . 1�5,142 MANUFAC'iURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATS MUST BE INSTALLED ON EA, FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DrSISM nnmPnRms W/NDS DeSI,GN SPECS, UBC-ICBO,TPI-91 TOP CHORD BRACING 0 24" O,C, UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED 0 io, oll D.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS S14OWN ABOVE, FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIS -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION ==-<<,e,e,ACES,-32 Ver. 102111 ] ======.--===<<<<TROt7AN>>>>========= Thu Apr.23 10:43;58 1998 Eus�omer HAGuE-ENDEAVOR 104 41RAG Truss ID B Family # : Project #0 Quantity Top Pitch : 6/12, Span 16-4 ==Btd(4/20`/1,998),Vl.l================--=--============= ITEK INDUSTRIES INCi TOP CHORD BOTT I OM CHORD WEBS REACTIONS - SIZE APPROVED FOR I M 1 2g-1822 5-6z 1598 247=4399 la -1503 3.50 2-3=-1571 6-7= 1151 3-7= 532 5=-1503 3.50 3-4=41571 7-1= 1598 3-6� 532 4-5=-1822 4-6=6399 T 4-4- �-Vg a,-9-1 I 5X6 16-4 5-7-9 5-0-15 5-7-9 91 R, HL TO PX -.9-1-9 L, RL TO PKt9-1-9 RIOHT HE10HT:0-6-5 LEFT I4210HTiO-6-5 SPAN -.16-4 RTM4-7-5 MINIMUM GRADE OF LUMBER LOADING (P8F) MAX STRESSES— - L L D TOP 1-2=0,219 TOP CHORDt2X6 No,2, GR DV TOP 95 10 80TT 7-1=�0,343 BOT CHORD:2X4 Nb.I&Btr 91 DV -t 1 =0,04 < L/240 WEBS .2X4 STANDARD GR DF L BOTT 0 10 LL.DRFL.97 '24,0 in. o. C. 8TR4INC.t LUMB 1,15 PLATE tz 1.15 NO. OF MEMBERS REPETITIVE STR28S8S USED OtPLEMONON.) L.Lft b.64*b,LriOi02 # f i LzO, 06 PLAftt ARE mjf�K m,10,14a MANUFACTURED FkbM ASTH A 446 ORD A GALVAN128D ST5WtXC5PT AS SHOWN) DESIGN SPECS. U11111-Irg"P""' OLATE MUST 68 10TALUD ON EA. FAb� OF JbJNT,9YMM5TRICALLY(5xcEPt At SHbWK)Dt§tdN CONFORMS W/NDS TOF) NOND SWING 0 24" 6-C UNLI58S 11101IDLY SH�ATI-1150, bOTTOM CHORb CONTINUOUSLY sRAM a J06" 0 0 UNL�Sg RIOIDLY SHWHF0, LATtRAL ORACIN(36VWPOMCMBERS,WHP-Ra�EQUIRttb NREAS80WINA86V5, POO AbbITIONAL PERMANGNf AND TEMPORARY qRACINO WHICH IS ALWAYb A�ab) O�P�R TO TPI PU13LICATION H10,91 URAUNd WObb TRUSSES COMMENTANY ANb RtCOMM(INDATION - ===--�<<<ACES-32 Ver. 1.1>>>>==========[ 102114 < < <<TROJAN>>>>======= =i= Cus�omer HAGUE -ENDEAVOR Thu A -r 23 10:44:10 1998 Project 41HAG Truss ID M3 Famil'c' # 201 y Span 22-6-4 Quantity 5 Top Pitch—. 2.5/12 ==s td(4/20/1908) ivi. 1 = === = ========= === = --== ===== ==== = = = ===--= = === = = ===== = = = = = = = ====== = = ,TOP CHORD BOTTOWCHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES ING. 1-2=-5539 6-7= Igo! 2-9= Ill 1=�1967 3.50 2-3=-3863 7-8- 3782 2-8=-1653 6=-1667 3.50 3-4--1942 8-9a 5394 3-8= 478 ip�JOFCSSIN Q 'TFC. IR 9-1 4-S.:! 0 5394 3-7-2051 L 5-6=-156 4-7- 929 ON 0 4-6=-2219 PLATE OFFSETS (X=LEF,T,.Y=TOP): [12=3i53, CJ3=2,1.53 i [14=3,1.53 (18=5,23, 5 -7 - APR NO E);�. 5-7-9 1 5-7-9 3X15 3X6 22-6-4 5-7-9 5-7-9 6"7-9 5�7-9 --4 L,, 14L TO PK!23 .1 LEFT HSIGHT:0-g213 8PAN:22"6"4 RIMS -2-2 RIGHT H21GM.5-2-2 "= = = tl::: --.I:t =� = = = = = t�� = = = t:i tt ti = =� 1= -- —" = = --t:i t:�!Z! = = -- = = --= =-- t:� = = = ="— = = = = t!= = =.':� -- = tt!= = t::! = = = = = ,..! t= "— = E-OADING .(PSV) MXX STRESSES MINIMUM GRADE OF LUM88R , L D OP 1,2"0,567 TOP CHORD:2X6 N0.2 GR DF -L TOP 55 10 PTT.,8-9—=0i905 BOT,CHORDo.2X4 NO.I&Btr 91 DV -L 130TT 0 10 LLiDEFLiQ9=0,34 < L/240 WEBS :2X4 STA10ARD GR DV—L SMINC.i LtNAt= 1,15 PLATE -4 1.15 S.PACINO - 24.o in- o, c6 RriPETITIVE;STRESSES USED NO, OF MkMBERS = I W58 4-6 BRACED at 1/2 POINTS AS SHOWN ABOVE Note'.use' W or 293 COVitAraC11119 cohn,w/9-8d hditsior T -brace bf tome Size and grade ar, web cohh. t6 hAerow face w/lod hh1t.4 6 In. 6,d btUdT1ON0Ni) LiLt O.34jb.LE0.I2',TL4.4? PLATES ARE MIUK M20,165,142 MANUFACTURED FROM A0H A 446 GRb A dALVAN110 9T5VL0XCCPf As SHOWN) PLATE HlUtf k INSTALLED ON tAi FACE OF jb1Nf1sYMMEtktCALLY(5XC9PT AS 8HOWN)bES1dN CONFORMS WAOS DESIGN SOttSi L18d,100,Y01-91 TOO CHORD aNACING 9 24" 0 C LINLtSS 1110IDLY Ot 112ATH150 (AOTTOM CHORD CONTINUOUSLY 5RAOP-0 0 10'0" 0 0 UNLI288 RIC31OLY SHWHM LATtRAL 11RACNO OF W�b MGMaEng WHIINt 11ftOUIR11b, AN14 At SHOWN AbdVa 9611 ADDITIONAL PMIMANN� AND T�MMAAAY MACINO (WHICH 18 ALWAYS nmb) ReFn TO -rPi PUSLICAtION HIO -01 1311AUNG WOOD TRUS999 CONIMCINITARY AND NkOMMOATION, _AQRS"32 Ver. 102116 ====< e, <<TROJAN>>>>;; Thu Apr 23 10-44:2Q 1998 C�iq � oM HAGUE -ENDEAVOR e r ; ,, Proj LHAG Tr4ss ID MI 6 # 2 61 Top Pitc1l 21.5/12 3 "- 8 KWI ugales INC. CHORD, BQTTOM' CHORD WL13S RRACTInNS SIZE APPROVED FOR, lig Pi TOP 1�9=,3774 54= 1914, -7� 114 Ir-liol" 2-3=,1955 61�7= 3676 2il0g,1806 3,50 7,1=, 3676 3,4q 0 3-6- 513 4-5= PLATE OFFSET$ (X=1lEFT,Y;;TOP)t(j2F2,1-5I,IJ3 N 0,_ 'i63A 9 9, 9 U4 1X4 3X5 0 3X5 5-9-3 11-6-5 __1 7-3-8- 5-9-3 5-9-3 5-9,-3 L. HL TO PK;17-7"15 LEFT HEIGHT:0-5-13 SPAN:17-3-8 RISEA-1-1 RIGHT HEIGHT:4-1-1 LOADING: (PSF) MAjr% STRESSES MINIMUM GRADE OF LUMBER L D TOP 31-4.=0.570 TOP CHORD:2X6 NO,2 GR DF -L TOP 55 10 BOTT 6-7=0.658 BOT CHORD:2X4 No.l&ntr 91 DF -L BOTT 0 10 LL.DEFL.@7=0,21 < L/240 WEBS :2X4 STANDARD GR DF' -L STR.INC.: LUMB 1.15 PLATE = 1.1.5 SPACING— 24.0 in. 0. c. NO. OF M�MBERS REPETITIVE STRESSES USED WEB 2-6; 3-5 GRACED at,-1/2,POINTS AS SHOWN ABOVE Note:Use,lx4 oil 20 Cont.Bracinq conn.w/2-8d naiLs,or T -brace of some size and grade as web DEFLECTION(IN.) L,L= 0 21,D.L=0.0B,T.L=0.29 PLATES ARE MITEK M2O . 1�5,142 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS PLATE MUST BE INSTALLED ON EA. FACE OF jOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS TOP CHORD BRACING @ 24" O,C, UNLESS R' jIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED 0 10' 0"O,C, UNLESS RIG104Y SHEATH913, LATERAL GRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS RGO-0) REFER TO TPI PUBLICATION HIS -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION.. conn. to narrow face w/10d nalLs 6 in. ox SHOWN) W/NDS DESIGN SPECS. UBC-ICBO.TPI-91 ACE S�32 Ver, <<TROJAN;>> >>mr, m6t GUE - ENDEAVOR Thu Apr 23' 10:44;15 19�98 Custo Pr 0 i 6 C, t. if �4 Al Trupp ID M2 FcjMijy, # '201 Span ;LM3?8 Ql4antity 9 Top PItp,h 2,5/12 REACTIONS - �!Zg APPROVE 511 7$ INC, WEBS TOR CHORD BOTTOM PHQRD� n1v 2,3=,1833 6-7q 3434 2"6r;-1686 5;;n1200 3.50 N& . 4;; 0 7-lq 304 3v6= 441: 4-54-344 PLATE C.049919 5 10-10-5 .16-3-8 .2-0 '-5-3 i I I 0-9-3 5-5-3 2X4 1X4 3X4 r 5-5-3 -0-5 16-3-1 i 10-1 5-5-3 5-5-3 5-5-3 L. HL TO PK:16-7-11 LEFT HEIGHT;0-5-13 SPAN:16-3-8 RISE: -3-10-9 RIGHT HEIGHT':3-10-9 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.506, TOP CHORD:2X6 No.2 GR DF -L TOP 55 10 BOTT 7-1=0.609 BOT CHORD:2X4 Nb.I&Btr 91 DF -L i2X4 STANDARD GR DF -L BOTT 0 10' LL.DEFL.@7=0.18 < L/240 WEBS STR.INC..: LUMB = 1.15 PLATE = 1.15 SPACING 24.0 in. o. C. REPETITIVE STRESSES USED NO. OF MEMBERS = I WES 2-6; 3-5 BRACED at 1/2 POINTS AS SHOWN ABOVE Note:Use W or 2x3 Cont.Bracing conn -w/2 -8d naiks,or T -brace of same size and grade as web conn. to narrow face w/10d nalLs 6 in. 0-c DEFLECTIONKINi) LiL= 0.18,D.L=0.07,T.L=O.25 N PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVAN12ED STEEL(EXCEPT AS SHOW PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS 8HOWN)DESIGN CONFORMS WADS DESIGN SPECS, URC-ICBD,TPI-91 TOP CHORD BRACING 0 24" 0 C, UNLESS RIGIDLY SHE:ATHFD, BOTTOM cHORD CONTINUOUSLY BRACED @ 10'9'0,0. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF �14CB MeMiSERS, WHERE REQUIRED, ARE AS SHOWN ABOVE, FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REaD) REFER TO TPI PU13LICATION HIB�91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION,