Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
069-500-025
cfli �._ — - - � '�' o NOTES RESIDENTIAL q/ZQ 069-500-025 01-0192T MC GINNESS, GARY 111 IS"—" 2 CHAMES CT., OROVILLE CONTR: ROBERT BAY - REMODEL t i' I 11 SPECIAL CONDITIONS CHECKED . BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER /,g 3 - (r -d 1 V JOB FINALED Signature i� �t{ ii � 1 r- ,p 4 �I 4 I 11 SPECIAL CONDITIONS CHECKED . BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER /,g 3 - (r -d 1 V JOB FINALED Signature V= OK 0 = Not OK - = Not Applicable = Not Readv MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Vatve-Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-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 3-1 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 RESIDENTIAL = Not Ready Date j, jUnderfloor (Plans) OK except #'s Zonin etbacks-Easements-Flood-Slope YJ t 2 g., Main; Soils-Elec. Grnd.-/ 2-.P'Ftg. Depth 3. Ftg., Garage; Soils-Steet-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Sfeel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Un nd 13. Plenums Duc learance-Material-Support-Ins. L14 -Sill - ho Bolts-Joists-Vents-Crippies 15. Access (& Ventilation 16. Insulation Siucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ress Posted Date �� Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Pr e� W.V.; T t gs & Anchor ail Proteb,on Card B-1 Date Card B-1 Card 3-1 Date Card B-1 Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Fixture & Transformer Clearance -Ins. Protection Receptacles Spacing -Lights & Switches at Doors Si Boxes & No. of Conductors Stapled Ro Installed Close to Edge of Studs & C.J. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water p iance Circuits in-®rchen & Conductor Size GFI 29 _5yhfe=d t^+irP �4--gT-Cu or AI-A.C. Wire Size / / ga Cu or Al 30. an Bt Al -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes ❑ No 31. Service- -ors & Ground Main Disconnect p. learances Panels-Motors-Mech. Equip. 3 oset Light -Shower Light -Spa Light Lo"Smoke Detector Date FRAMING (Continued) Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ue-Fireplace Throat Clearance MECHANICAL (Permit) OK except #'s AttiSAGcess; Size & Romex Protection -Draft Stop -Ins. Baffles 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation ass tion 37. Condensate Drain & Overflow, Size & Grade Width -Headroom -Rise -Run -Landing -Fire Protection 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Siucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ress Posted lazing Area -Glass Protection -Skylights -Plastic and B-1 + Date Card B-1 Card B-1 ^ Date Card B-1 hear Walls; Nailing -Bolts Card B-1 Date Card B-1 Date moi, 0/ 61. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date AMING (Permit) OK except #'s Ss Proper Materials & Anchors s Studs -Nailing Spacing & Braces -Plates -Sound Bearing Walls over Girders & Floor Nailing / . . Draft p in Walls (rat proof) re ops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing dingle & Duplex) Date FRAMING (Continued) 83. Han rs-Post Caps -Anchors -Connectors Cling. Joist-Rftr. Ties- Purlin-Roff Brac.-Truss-Shting.-Ring. ue-Fireplace Throat Clearance 4 AttiSAGcess; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Framing i &-Openings ass tion Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 069'�Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Grade -HD Approval g -Nailing Veneer 2rj / Siucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ress Posted lazing Area -Glass Protection -Skylights -Plastic and B-1 + Date Card B-1 Card B-1 ^ Date Card B-1 hear Walls; Nailing -Bolts Card B-1 Date Card B-1 erior Wall Panels moi, 0/ 61. Insulatio -Wa ei Ings -e T� 62. Infiltration -Walls -Windows Date Date 6 Card B-1 Date Card B-1 Card 3-1 Date Card B-1 Date FINAL (Plans) OK except #'s xt. §jpo eor & Sidelight Protection -Landings Smoke Detector 9- nace Vents -clearance -Comb. Air-Connector- In Garage; Above Floor-Ducts-Mech. Protection edroo iting F Fixtures & Tub Access -Spa . Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails ce-Hearth ec. Outlets at Wood Panel, Int. & Ext. 7 . ixt. & Appliance; Ground -Air Gap -Cooking Clearance 73._Fl�a�^� • - �� Counter = losure 7 nector-P.R.V. in Garage; Above Floor-Mech. Protection (jZ?Ftf Elec. & Mech. Equip. Listed for Location Elec Receptacles in Garage (F.F.I.)-Romex Protection nsulatio am -Looked in Attic uard Rails & Deck Construction -Post Caps $1. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes No/Walks J Yes J No/Planters J Yes J No 83. Stucco ro nis i 7 qz c , Electrical -Plumbing ents Above Roof, Plbg-Appliance-Fireplace-Clea rance to Openings a er Well, Disconnect, Electrical, Plumbing oElec. Trim, G.F.I. Receptacle- Underground i atio Throughout House ass tion orrections from Previous Inspections e ers agged, Gas -Electric 92. Grade -HD Approval 9 nergy pliance Certificate -Other Certificates ress Posted Date DateIVI ' and B-1 + Date Card B-1 Card B-1 ^ Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE 'f= ... BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 + 7 County Center Drive • Oroville, CA • (530) 538-7541 r CORRECTION NOTICE o., o OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the _ above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please cont et"this office immediately. Date Inspector REV 10/92 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 C CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is off' Af Date REV COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-75AI RMIT NO. (Rev. 12/96) APPLICATION AND'ERMIT ASSESSOR PARCEL NUMBER 69-500-025 ZONING R BUILDING PERMIT OWNER TELEPHONE 533-6680 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS CONTRACTOR'S NAME ROBERT BAY TELEPHONE 342-1632 CONTRACTORS MAULING ADDRESS 1738 LABURNUM CHICO CA 95926 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 13,004 On ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 9945 BUILDING ADDRESS 2 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee e0.00 USEOFSTRUCTURE SF )t Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap /a 7.00 ?$,Q Solar or heat pump water heater 23.00 Water piping 1 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition X Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: REMODEL BEDROOM r WITH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W (9320.00 ADDITION PERMIT FEE $ 78. rl ELECTRICAL PERMIT Filing Fee 20.00 RLE 800VMain 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 111 force and effect. License Class LIC. NO. f� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis 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 forth ' comply with those provisions. 2 X Date�JC� —� SignatuF4 ofp ant - ❑ Owner Contractor ❑ Agent An OSHA permit lb required for excav tions over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. 177 ff occUP. 3.5Qso OR ( NEW CONST. MUALT�i-ov�rLST NON-R61D. 7.50 POWER APPARATUS SINGLE 01JRET CIR. ounFr OR PocruREs 20 @ 1.00 Ex. Occup. BAL @ ,50 Ex. Occup. OuT MED . D °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ F MECHANICAL PERMIT Fling Fee 23.00 Heating 9 Cooling Hood 6.50 Ventilation 4.50 4.50 PERMIT FEt $ 39.50 Mobile Home Installation Fee $ Energy Inspection Fee $ 46.00 Occ CONST. TYPE TOTAL FEE $491.59 I SZNX IMP —X I FLOOD X I CDP X I PARCEL X I 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 provisons Resolutions to do work been paid. /t a (.� Defe Receipt No. 1 01 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT y � �; "�OUNTY.OF BUTTE - DEPA'RTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 s PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: OCO Q 5'Ob _ Proposed Building U . Building Inspector: Date:c- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted-------------------------------------------------------------------------------------- Blo plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------ = ---�_- -7 - . ATOm Com fete plans, 3/4 sets, signed by the preparer of pi--1�.-L-.�---------------------:---- - ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ❑ 6. Energy Design Compliance and supporting documentation. --------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. -------------------------------------- �dous Material Form.--------------------------------------------------------------------- - ufactured Home data and installation instructions including Tie Down Specificatib .------------------ 0: ces of $ 44 ------------------------------------------------------------------------------------- , pact fees as shown on the attached schedule. ------------------------------------------- — �� a ' ornia Department of Forestry plan approval/fees. -1{/: A----- -a, ---a=k 0-1-----�--- O 1 od elevation certificate .-=------------------------------------------- -------------------------------------- tation and plot plan approval C� Health Department. �--0y-d-L �----------------------- ❑ 15: -City of Chico plumbing p "'f'�''-,""-"-"--------------------------------------------------------------- ❑ 16. Plot plan and business lice �i oval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 1119. ---------------------- ❑19. Encroachment Permit for driveway construction approval prior to occupancy) "-- 020. Pre -inspection for required Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 4 ❑22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑2 Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- t/T 4,Letter of signature authorization.-------------------------------------------------------------------------------- t Z5._Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ` ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑ 27. Manufactured Home utility clearance.----------------------------------------------------------;'tu-f) i c5 . 0O 028. Existing violations and/or expired permits. ---------------------------------------- ------------------------------ ❑2,9- 0433 A, gGrantJ?eed, ❑ M.H. Title, ❑ Check to H.C.D $_ .--------------- JY Wh issue the permi process as follows ❑ Mail to owner,=ntractor.EWA 3 ya -;3a, elephone and hold for pickup at ffice. 11 Deliver with inspector. s7�2,vc , 160ar✓I cam,/ 3/201 �? plicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air olluti tae / r / By:..r 7_ Copy of plans sent ❑ Health Department, ❑ Fire Dep en , ❑ Oth Date: --1 By: 1. Index permit application for the above items numbered: lan 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 Diyision�0u rtes, li,* Date Contractor, designer, owner. was advised of the above data by ❑ phone, ❑ mail, ❑ Brf lding visi ' _cotmterfliy�' path /�j /U % Plans reviewed by: Date: •� Plans approved by: Y111JU�� 'Date:!'YT Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: -Digf �y Yellow Copy - Department of Development Services, Building Division. / r P 01 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMI' N0. Rev t2/96> APPLICATION AND PERMIT -- Zama F=COWPACT" Zama BUILDINGPERMIT/f /%S0. FT. OCW VALUA710N w DaQU(-C.�n h�ON[ o r/✓� `01ft °"." "'° Ap�ae �a^/�O t , L1 CONSTRUCTION UNDO wogs VA"M A00RUS ARcwr[cr an [NOpa![R uc[esE N0. ARCIMCT OR aow[as M%LM &AOass LOT NO. a �KW[ � rARC[l wN USEOFSTRUCTURE SFA Duplex O Mobilehome O Other TYPE OF WORK New O AddidonX Remodel O Lkines O installation O Other (3 Describe Work: , Jam- �iis���i�._=•a<It�717�� �tT��!��lCi e711' � a � �%I/' � r i • / /� RECEIPT # 3017 / �) g SRA SHERRIF e -Ire lace Total Valustlon i Fling Fee Permit Fee - — Plan Checking Fee Energy Plan Checking Fee PERMIT PLUMBING PERMIT Each Trap 501ar or heat Durno watar ha cern_ yse waver neater or Ven Gas piping system 1 - 5 outlet Building Bawer Mobile Home S � G W PERMIT I ELECTRICAL PERMIT Main Service ( =OR ", �ooA oR LESS Main service ( 20" TO IeooA wEw COAST.OWXUja Oce. o00k bis.( w -IM WRIT. A Ace ears NO"ES0. ( hWLT1.0UT1ET (►OMOI M►AMTIA [ 6NOLE 221sT GR Ex. Occup. ( cumar OR /KTUaes Ex. Occup. (0O"s'LM OR OLn Ere Aa10a [w 'Temporary Service _ Mobile Home Facilities Nlisc. Wirina PERMIT FI MECHANICAL PERMIT Heating ��-p��,{ xx— Coolino i 20JO0 qq :153.00 sa Lis— i ti i Filing Feel 20.00 7.00 23.00 15.00 / , 15.00 15.00 15.00 ®20.00 Filing Fee 20.00 23.00 48.00 3.5tR @7.50 20 0 o.Ip IAL .5Q 5.00 23.00 20.00 23.00 Fling Fee 20.00 6.50 Mobile Home Installation Fee i - Energy Inspection Fee Is �j caN`T TOTAL � S J b � � � TAL FEE $' F 1716 NA: � � Aid Th b permk 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 _ RaeNptNo. PERMIT EXPIRES ON WHITE-O.O.S.-S.O. CANAnY•AaaaaeOR PINK•INOPECTOR GOLDEN ROO-APPLICAN T _ 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 r" `S �JJ� PROPOSED BUILDING USE S , E. BUILDING PERMIT FEES -- B ance Due ................ $ • �'T -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ -- Revised Plan Checking Fee ....... $ eg2. SCHOOL DISTRICT FEES aid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $ Units Commercial (sq.ft.)... x $0.03 = $ aq.m. 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 $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK ed . (5q( (D 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) A.P. DATE1 RECEWTh DATE RREC a -) 9G/owe_ 10. OTHER 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 Pursuant to Gove nt de Sect' 66020, you are hereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) February 7, 2001 Gary McGinness 2 Chames Ct. Oroville, CA 95965 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Parcel Number: 069-500-025 Building Permit Number: 0 1-0 192 This office reviewed building plans for the permit application referenced above. The plans examiner's comments are listed in Part I below. Please respond in writing to each comment in Part -I by completing and returning the enclosed PLAN REVIEW RESPONSE FORM. Indicate which detail, specification or calculation shows the requested information. Additional response information is included on the response form. Your complete and clear response will expedite the recheck and approval of this project. If more than one party is responsible for plans, all party's must respond on the PLAN REVIEW RESPONSE FORM. PART -I Provide additional information and/or make revisions to plans, specifications and calculations as follows: leoTruss packages submitted are missing required truss layout with all trusses identified and are missing additional truss which would have a span of 21.5 feet (this includes closet area). Provide two complete truss calc packages with the items listed above. Q<< Plans do not show what materials you will be using for siding. Show siding materials on the plans. Provide Class A roofing and all eaves of the addition which are less than 30 feet from rear and side property lines must be enclosed per the State Responsibility Area for fire protection requirements. 0 Provide bracing method, attachment of the chosen method and location of each braced wall panel directly on the plans. See Section 2320.11.2 of the UBC for methods. Let in bracing cannot be used in our Seismic Zone. In addition, the left side of the addition, does not meet bracing requirements of the UBC, including alternate braced wall panels, because the panels would not meet minimum width requirements and they are on cripple walls over 14 inches in height. A partial lateral anaalsis of this addition will be required for t0areas which do not meet code requirements for bracing. This analysis is to be done by a licensed professional and all requirements from the calculations are to be shown on the plans and the plans are required to be stamped and signed by the professional. 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 -I1 The items identified below must be submitted prior to permit issuance. These items were noted at the time of permit application on the PERMIT APPLICATION DATA SHEET. 1. Complete and return the revised school fee form. 2. Balance of building permit fees is $30.44 Sincerely, Martha Whitney Plans Examiner cc: Robert Bay APPLICANT: OWNER: PERMIT l: A. P. #: WORK DESCRIPTION: PRC ECT PROCESSING RFS ORD DATE DESCRnMON OF STEP car -�� 0 0 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND ' MISCELLANEOUS ONLY Owner: N1 c G i h n- eQ5 Building Permit Number: Plans Examiner. MUD A P. Number. GENERAL: IK Zoning requirements — (number of permitted living units). ;(T) Building permit valuation. Plans signed by the designer. �! Proper description of work on the application. ,5! Existing violations on the property. Recorded notice of violation. V/ -019Z - D zS I PLOT PLAN: Complete parcel size and dimensions. �2! Setbacks, side yard, easements, Etc. Other buildings or structures. Grading, fills and/or drainage. ,5! Flood hazard 6. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees)... Al" FAU & FAS road setback. Building or utilities across lot lines (record form). FLOOR PLAN: A" 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 (Urdforrri Building Code section 2406). Required room sizes and ceiling heights�(Uniform Bdddirig Code section 310.6). GFCI. in baths, garage, kitchen; wet bar, and iifiEor receptacles (NEC 210). Prohibited locations of gas 'water hearers ([h4 Foim°PlamnliIng Code 509& 1213.5). ( Prohibited locations of gas heatii►g equipni nf' Jnifoini Mechanical Code 304.5). Garage fire«all separation - reqtured on garage side dmg snpporth* waIIs "d posts (Uniform Building Code section 302.4 SSmoke ood store location - Alcove clearance (UMC section 205 confined space & 223 unconfined space).detectors (Uniform Building Code section 310.9:1). � ter closet clearances (Uniform Plumbing Code 408.5). �- . Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.7). Pagel of 2 . • , . . Ply v + de >60 Ou4e�n_eL4 U �3me, STRUCTURAL DETAE S: r (� ° (� f &I � Conventional construction — Unusuall'y sbaped (Uniform Buil g Co a sewon 2320.5.4). Standard bracing or engineer design (Uniform Building Code se6tion 2320.11.3):: Clerestory requiring balloon framing and/or engineering. 4� Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. oor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. 8. f construction details complete enough to construct building. Add,( ® _ � -ON ties or bearing ridge beam. 10. Fireplace construction details and calculations if necessary. (� At. -Garage door header size(s). Pro U.I d 2� "tom op_�O J2: Porch header size(s). ,13!Stud heights. ,W]ansive soil — special foundation design required. Retaining walls requiring design. 16: Special Inspection requirements. 17. Header sizes.. 18. Gypsum wallboard nailing inspection required. ,,CELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006).- Guardrails 006):Guardrails (Uniform Building Code section 509). brick or stone veneer (Uniform Building Code section 1403). .4rExtenor plaster.— weep screeds (Uniform Building Code section 2506.5). . -Roof pitch for roof covering (Uniform Building Code Table 15-B-1 & 2, 15-D-1 & 2). Roof covering type - (fire hazard). Foam insulation — protection. ,� 36" halls and stairways (Uniform Building Code section 1004.3.3.2). AY- exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). 0. underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). _7-c Attiaccess and ventilation (Uniform Building Code section 1505). Combustion air for fuel burning appliances — LPG requirements. - : Souad requirements. Energy design compliance and supporting documentation. Flashing at all exterior openings. 6. CDF responsible area requirements. Building Permit requirements: (� ,/� 17.1. SRA. I� rO11 Gt �- C•�Gv� /-T 17.2. Flood elevation certificate. Y UCS L �- 17.3. Fire Sprinklers required. .e 17.4. Special Inspection requirements. 17.5. Use Permit conditions. C:f 17.6. Sub -Standard Housing letter. ?W -5 O pro-y7,t 12 Page 2 of 2 0 0 GREGORY. A. PEITZ ARCHITECT 383 RIO UNDO AVE, CHICO CA 95926 (530) 894-5719 I have reviewed the drawings for the above project and all of the structural requirements specified in the attached calculations have been properly incorporated. Gregory A. Peitz Vis. .. ..... . _... GREGORY- A. PEITZ ARCHITECT 383 RIO LINDO AVE., CHICO CA 95926 (916) 894-5719 Structural Calculations For: �S wY 4. Re a ft. C 21283 } REN. c C A � M4LDiNG DEPARTMEN) Lnv)tn �I-.t W W W W W W x Z Mknw 000 �r . Na c+ r c+ P+rci 4.c °-y fQ r ,.,. :< � ..• SCIS -��71 - i ?,5/ q, 0, Rb R� 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 6 O T Q'- 1 13� \ '� � x � 1 v -! l ° � � V N w F a 22-141 50 SHEETS 22-142 100 SHEETS 22-144 200 SHEETS 6 O T Q'- 13� \ '� � x 1 -! l ° PLAN REVIEW RESPONSE FORM In order to expedite the review of your plans, please complete the following information and return this form with your resubmittal. this this form is not complete, as to all correction items, we will not be able to accept your re -submittal for review. There must be a vali response to every item requested in our plan correction letter. "By others'' is not considered a valid response. Please indicate yo, response to each item and the location where the information can be found on the plana talcs. ATTACH THIS FORM TO A COPY OF YOUR PLAN REVIEW LEITER AND RETURN WITH REVISED AND ORIGIN ai ni &me 4' 1 6-01, ly ORS PARCEL NUMBER G 5 - Soo - Ods 2-12-- o1 PERMIT NUMBER PLAN CHECK ITEM 0 RESPONSE BY: RESPONSE BY: Q LOCATION ON PLANS/CALCS: P14 n COMM E S601,;c"S.5ed fZ Riq.kc.. 14r i3 CIOsef /s ho: /f vH c': F¢at.s I PLAN CHECK ITEM # / RESPONSE BY: LOCATION ON PLANS/CALCS: COMMENTS: A4 ib r c. hezoey 4 w Gn kaw 3 , ash wo+d r 414 f S A, eo PLAN CHECK ITEM itRESPONSE BY: t a� LOCATION ON PLANS/CALCS: to-of 1-, T COMMENTS: S d C4 su; 4se d COMMENTS: PLAN CHECK ITEM N RESPONSE BY: LOCATION ON PLANS/C Cross S.cc Do &'.1 Po.. a., LOCATION BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) Fl-errNaw e� School District Q� "c Building Department No. A.P. Number �Cnq'SGb -Oa`-.> Jurisdiction: City 1county Property Owner Y C4 r.VLC Property Location/Address Subdivision `/ 1 I �(_ �->`�Lot No. 1 Residential Development CommerciaVl ndustrial' No of Living Mobile Hom Units Installation Nev; Addition -DD4- .................................................................................................................. 's Sq. Footage v e AdditioN *Supplemental to (Group R) Conversion Permit # '(No foundation inspection); ....................................................................................... . .t + i _. i . Sq. Footage, i I I d; Ext Plans reviewed by 5chool District Personnel) Date ( nc u ing enor Roofed Areas) . District Identification No. /} -/Q 1 .. �JI�mCJQ, School District certifies that (Applicant) (Street Address) (Phone Number) (City) (State) (Zip Code) At has complied with the requirements of Resolution No. �9—�D — by payment of $ A))A representing, jj square feet. i '0- School District Representative Paid by Check # Remarks: AB 2926 $ FULL MITIGATION $ Date Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a). 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 (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls 00/98)dmm NOTE:^AII• Materials & Workmanship Shall Be in Accordance with Reconized Good Practices and ' .�.. of a quality prescribed for the. Specified use -in the Uniform Buiiding, Plurfibing & Mechanical Codes and tho National Electrical Code. This set of plans and specifications MUST be kept on the job -at all times and it is unlawful to ma' ,^ any ch:,nr;�?s or alterations on same withoui wr'm,en permission from the Department of Pub lic Works, County of Butte. ccSr�r �0 .4 e T ,c The Bldg. Setback shall be 5 ft. from the ~J side property line and Q centerline of the road from the mum of a 2 ft. eave overh nittmg a taxi - out of all easements. g but entirely � 0 -LIOT ?LAN' VILLA . 62A Ks UNIT t`la .1 -OT �Jo. . i M;- i A See Master Plan on fIe fcr �u7 dine plans.. . t BUTTE COUN I. , BUII-DING DEPARTHSW APPROVED.' PERMIT NO. 4930-77B,P,E,M PERMIT EXPIRES OWNER Village Oaks Inc. North Siena Const., Oroville CONTR. LOCATION (A.P. 34-50-30 port. 2 Chames Ct., lot 4, Unit #2, Oroville Temp. Power Pole Called PG&E G Temp f lec. Serv. O �� CIlied PG&E 3 Temp. Gas Serv. Called PG&E J B iy INALED (Date) ( g A tur COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS . „ BUILDING INSPECTION. RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback O — Z —7 7 t_— 'Firewall Soil PipIn Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footin sWindows Elec. Pedestal 3rd Floor Stemwail Siding To out Slab O Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures hz v< wed Footings Stemwail Y Garage Vents Insulation it Water Htr. Heaters Slab Carport Footings Prov. for ph sically handicaped Conformance of X. structure Appliances Gas PipingTest Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICA Masonry Walls Throat Rough Reinf. Steel Final S .S / Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Z Test Water Htr. Stucco Final Subpanels Mesh 2 i(- 6' MECHANICAL Grd. Fault Prot. ZI Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts , Underground Interior Lath entllation Permanent Door CloserFinal Final MOBILEHOME UTILITIES ------------------ Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 3� 7r 0 a Ro eg,407a/ 1442t' (NOTE: An entry must be made on this form each time you visit the job site.) THIS IS TO CERTIFY THAT INSULATION HAS BEEN INSTALLED IN CONFORMANCE WITH THE CURRENT REGULA- TIONS, CALIFORNIA ADMINISTRATIVE CODE, TITLE 25, STATE OF CALIFORNIA, IN THE BUILDING LOCATED AT: Street Lot Number liact No. EXTERIOR WALLS Manufacture ` Thickness/Type �z R Value CEILINGS Batts: Manufacturer Thickness R Value Blown: Manufacturer T Thickness No. Bags =_ Wt./Bag Sq. Ft. Covered R Value_Tg °FLOORS Manufacturer Thickness/Type R Value SLAB ON GRADE Manufacturer Thickness/Type R Value Width of Insulation inches FOUNDATION WALLS Manufacturer Thickness/Type R Value GEN ,LCONTRA OR � ge 7,##t 14129 A ey* S 7 LICENSE No. Z k 3 Z-9 I BY -.2/-J 01 TITLE —DATE s' 3 1 - 1 P INSULATI CONTRACTOR: HAWKINS INSULATION CO. LICENSE la. 215-925 BY TITLE ��`- DA �� ..J r COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT �9949 -77 O authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. WX Date _22 5' natu `.ffAiteekor Agent Receipt No.ID G White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions cf the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO OF PUBLIC WORKS ey / ).'� ,--�Date— — 7 Buding permit expires Date BUILDING Owner �� G� SQ. FT. OCC. BUILDING VALUATION o �U Mailing Address Telephone No. Fireplace Contractor � Total Valuation Z3 00 Mailing Address v�' Permit Fee g—• Plan Checking Fee &/or Penalty Permit Fee $ --' Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 ,(i'17 •'—� G• S Each Trap 1.50 1Af Ge-- 45>,4*_tCC Repair drainage or vent piping 1.50 Water piping 1.50 , r.Sic> _ T Zoillrtg Verificafion, Oly Each gas water heater or vent 1.50 A. P. No. �� JrD'�30 MP -T Za� Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s n Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Parcel M Declaration p 60' R/W Im r p ovements wn sprinkler system 2.00 g. ans R arce Approval Plans Apprval Permit Fee $ . a;0 $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 1000 AMP ORV OR LESS5.00 Main service EA. AOD'L too AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER 600V 100 AMP OR LESS 25.00 Main service EA. ADD'L too AMP 1.00 NEW CONST'Owri OR ADDNS. ( ACJt2,2$,cUP. &) 20sgft � NEW CONSTR ULTI.OUTLET NON.RESID. ( BRANCH CIRCUITS)2.50ea NEW CONSTR (POWER APPARATUS & NON RES,D. SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Dy��6 , ��� /_Mc� Ex. Occup(OUTLETS OR FIXTURES) BAL@` Ex. Occu OFIXED APPLNS, OR UTLETS (REBID.) EA) 2.00 y• Temporary service 10.00 p Mobile Home Facilities 15.00 License No -ZS:? -Z_ -FL— Classification Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. j I have placed on file with the County of Butte a certificate of fes{ Workmen's Compensation Insurance. 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 the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating AC517 4A Cooling 4. Ventilation Hood 2.00 �. Permit Fee $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby ..� L,4&12 TOTAL PERMIT FEE $ Z authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. WX Date _22 5' natu `.ffAiteekor Agent Receipt No.ID G White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions cf the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTO OF PUBLIC WORKS ey / ).'� ,--�Date— — 7 Buding permit expires Date a r Y .�.�,_.�.7 F'r�iY'VC.S��}�IIT7�1:�v�„�5-� .. ., ., �. .. - ....R..a•q•-1�r: .. � a ti 069-5007025 PERMIT#95-1937 SPIROS, Paul 2 Chames Ct., Oroville Cont; Alladin Roofing Reroof/SF 0 f r/ , COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERYICES7BUILDING/4� 7 County Center Drive - Oroville, California 95965 - Telephonb (916) 538PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 069-50-0-025 ZONING BUILD NG PERMIT OWNER PATH SPTROIR TELEPHONE SO, Fr, OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS P, 60 1320 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS q b O Fireplace CONSTRUCTION LENDER 1, n UNMOWN Total Valuation $ LENDER'S MAIUNG ADDRESS Filing Fee $ 2Q.pQ Permit Fee $ 33 .00 ARCHITECT OR ENGINEER ` LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ n Penalty $ BUILDINGADDRESS T PERMITFEE $ 553.00 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ UBlities ❑ Installation ❑ Other [2l Describe Work: REROOF WCOyP Mobile Home S I G W @20.00 PERMITFEE S Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service 000V OR LESS ( 200A OR LESS / 23.00 Main Service ( 200A TO I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. r 2 License Class C—, -I Lic. No. yi „3,2R-, J 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 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. ) SO. 3.50 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIA. Ex. Occup. (ourLEr OR FURORES ) 20 Q 1.00 �L .50 FIXED APPWS. OR EX. Occup. (OUTLETS (RESID.) EA ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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' ompensation in urance arrier and policy number are: Carrier �.li°tc er C.� MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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 proyLs'I_ons. 331p �l X�//Date ,!�_�C/ _ y _ Sig to of Applicant - ❑ Owner Contractor ❑ Agent An Ov IA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ .53.00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE log 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 havefbee"n paid. f` 9 ✓��` 95 BY ' r Date PERMITEXPIRESON 8/10/9 b (Date) Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT X . i COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIV ION 7 County Center Drive - Oroville,,`�Wiforhia 95965 - Telephone (916) 538-7 41 ERMIT NO. APPLICATION AND PERMIT s - ASSESSOR PARCEL NUMBER 0 ZONING BUILD NG PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 32 60 1320 CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS I -1595 MIT -FireplaceCONSTRC ' UTION LENDERER NONE UNKNOWN Total Valuation Is LENDER'S MAILING ADDRESS Filing Fee $ P0.00 Permit Fee $ 33.00 ARCHITECT OR ENGINEER T LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS PERMITFEE .$ 53,00 PLUMBINGPERMIT Filing Fee 1 20.00 Each Trap 7.00 LAT NO. SUBDIVISIONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF IX Duplex ❑ Mobilehome ❑ Other SPECIFY Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: REROOF W/COMP Mobile Home IS I GI W @20.00 PERMITFEE g Contractor ELECTRICAL PERMIT Filina Fee 2 0:0 0 Main Serviceeoov oR LEss ( 2ooA oR LEss ) 23.00 Main Service ( 200A To I000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license ri 1 in fullforceand effect. f License Class 0 r Lic. No, s / OWNER -BUILDER DECLARATION 1 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 NEW CONST. DWELLING OCCURSO, OR ADDNS. ( & ACC. BLDS. ) 3.52 FT. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) 97.50 POWER APPARATUS (8 SINGLE OUTLET CIR. ) Ex. Occup. (OUTLET OR FIXTURES) 6AL @ +:50 Ex. Occup.FIXED APP WS. OR ( OUTLETS (RESID.) EA.) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor 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. 1 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' peation i rancearrier and policy number are: Carrier (z°�''�� MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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 ns. forthwi h comply with t9excavat?ins X��� Date (� _ 11 Agent Sig to of Applicant - ❑ont560" An O A permit is required foovedeep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 53.00 HAZ. D. FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated a for which fees have Q�4j$/lO/95 BY Af PERMITEXPIRESON_ applicable provisions Resolutions to do work a paid. Date 8/10/96 (Date) ReceiptNo. 1$5201 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 7!�--_0 Z - ALL STRUCTURES AND. EQUIPMENT INCLUDING OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS. A SET BACK OF a4Ai - �— 7 FROM THE SIDE AND MAY- FROM THE REAR PROPE.q-,TY LINES AND FT. FROM TH!ROAIDCENITER'LINE SHALL BE CLEAR OF STRUCTURESS AND E06PMENT EXCEPT &0- FOR A 2 FT. SAVE OVERHANIG. J—) 1 REVIEWED -By BUTTE CO. FIRE DEPT. V. CALIF. -DEPT. of FORESTRY approved as submitted n approved vyith conditions ger attachsheet. vle'nalure Dqte L "N e'�'A4CS d6l'1 5,3-3 410,4� el, 7 X H r • CDF FIRE SAFE REQUIREMENTS 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. ;k 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-artenant structures which supple- ment the roadway bed cr shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of II 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 I 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 re a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper 'on each end. [�J 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 of 3- �g So 2 -- 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. N] 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 [�] 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. [ ] 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 modificatior shall be completed prior to completion of road construction jr. f__ial inspection of a building permit. Page 2 -of 3 a AP # PERMIT # NAME Other Requirements [ 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: n - 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 nom 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 r. - ._._ J CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... The McGinness Addition Date..01/26/01 17:52:56 Project Address........ #2'Chames Court ******* - Oroville *v5.10* Documentation Author... Marty Runnells ******* Buildin Pe mit # Energy Calculation Services .�j•Q 1907 Mangrove Avenue, Suite E Plan -Check Date Chico, CA 95926 530-894-8'4.66 Field Check/ Date Climate Zone......... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01024ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -205 SF Addition 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..... Component Type . Wall Roof Floor Orientation 205 sf Single Family Detached Addition Alone Front Facing 225 deg (SW) 1 1 Raised Floor 30.9 0 of floor area 0.46 Btu/hr-sf-F 0.44 8 ft BUILDING SHELL INSULATION Frame Cavity Sheathing Total Assembly Type R -value R -value R -value U -value Location/Comments n/a R-13 R-n/a R-.13 0.088 LEFT, BACK, RIGHT n/a R-30 R-n/a. R-30 0.031 TO ATTIC n/a R-19 R-n/a R-19 0.037 RAISED FLOOR FENESTRATION Over - Area U- Interior Exterior hang/ (sf) Value SHGC Shading Shading Fins Window Left (NW) 53.4 0.430 0.400 Standard Window Back (NE) 10.0 0.600 0.650 Standard Equipment Type Gas ACSplit HVAC SYSTEMS Minimum Duct Efficiency Location 0.780 AFUE Attic 10.00 SEER Attic Standard Yes Standard None Duct Tested Duct ACCA Thermostat R -value Leakage Manual D Type R-4.2 No No Setback R-4.2 No No Setback. T t CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Title.......... The McGinness Addition nano n, ioc ir„ 17.C7_cc MICROPAS5 v5.10 File-01024ADD Wth-CTZ11S92 Program -FORM CF -1R User#-MP1333 User -Energy Calculation Servic Run -205 SF Addition WATER HEATING SYSTEMS Number in Energy Tank type Heater Type Distribution Type System Factor Water Heater to meet.minimum CEC Standards REMARKS COMPLIANCE STATEMENT Tank External Size Insulation (gal) R -value This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code. of Regulations, and the administrative regulations _to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Company. Address. Phone... License. Signed.. ate ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed. (da te 11 DOCUMENTATION AUTHOR Name.... Marty Runnells Company. Energy Calculation Services Address. 1907 Mangrove Avenue, Suite E Chico, CA 95926 Phone... 530-894-8466 Signed. d O/ ate MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Project Title.......... The McGinness Addition Date..01/26/01 17:52:56 Project Address........ #2 Chames Couft ******* Oroville *v5.10* Documentation Author... Marty Runnells ******* Building Permit Energy Calculation Services 1907 Mangrove Avenue, Suite E Plan Check Date Chico, CA 95926 530-894-8466 Field Check/.Date Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomo, Inc. MICROPAS5 v5.10 File-01024ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -205 SF Addition Note: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES Design- Enforce- *150(a): Minimum R-19 ceiling insulation. er ment — 150(b): Loose fill insulation manufacturer's labeled R -Value. f *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). *150(d): Minimum R-13 raised floor insulation in framed floors. ✓ ;150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. A 118: Insulation speci.fied 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(g): 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. ,✓,q 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 2 MF -1R Project Title.......... The McGinness Addition Date..01/26/01.17:52:56 MICROPAS5 v5.10 File-01024ADD Wth-CTZ11S92 Program -FORM MF -1R User#-MP1333 User -Energy Calculation Servic Run -205 SF Addition 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. 1.50(j): Pipe and Tank insulation 1. Storage gas water heaters rated with an Energy Factor of -ess 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 ".not water tank. *_150(m): Ducts and Fans 1. '.11,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 786 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 household cooking appliances have no continuously burning pilot light (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr). L" MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 3 MF -1R Project Title.......... The McGinness Addition Date..01/26/01. 17:52:56 MICROPASS v5.10 File-01024ADD Wth-CTZ11S92 Program -FORM MF -1R .User#-MP1333 User -Energy Calculation Servic Run -205 SF Addition. LIGHTING MEASURES Design- Enforce- 150(k)l: Luminaires for general lighting in kitchens shall er ment 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 1 C -2R Project Title.......... The McGinness Addition Date..01/26/01 17:52:56 P-roject Address........ #2 Chames Court' ******* Oroville *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01024ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -205 SF Addition MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf -yr) Space Heating......... Space Cooling......... Water Heating.......... Total Standard Design 9.38 39.15 84.70 133.23 Proposed Compliance Design Margin 10.94 -1.56 Building Permit Plan Check Date Field Check/ Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01024ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -205 SF Addition MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf -yr) Space Heating......... Space Cooling......... Water Heating.......... Total Standard Design 9.38 39.15 84.70 133.23 Proposed Compliance Design Margin 10.94 -1.56 34.63 4.52 84.70 0.00 130.27 2.96 *** 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..... 205 sf Single Family Detached Addition Alone Front Facing 225 deg (SW) 1 1 ReducedYear Raised Floor 1 1640 cf 0 sf 30.9 % of floor area 0.46 Btu/hr-sf-F 0.44 8 ft BUILDING ZONE INFORMATION Floor .# of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 205 1640 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER METHOD SUMMARY Page 2 C -2F. Project Title.......... The.McGinne.ss Addition Date..01/26/01- 17:52:.56 MICROPAS5 v5.10 File-01024ADD Wth-CTZ11S92 Program -FORM C -2R User#-MP1333 User -Energy Calculation Servic Run -205 SF Addition OPAQUE SURFACES System Type HOUSE Gas ACSplit Minimum Efficiency HVAC SYSTEMS Duct Location Duct Tested Duct ACCA R -value Leakage Manual D 0.780 AFUE Attic R-4.2 No 10.00 SEER Attic R-4.2 No WATER HEATING SYSTEMS Duct Eff No 0.737 No 0.645 Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Water Heater to meet minimum CEC Standards REMARKS External Insulation R -value Area U- Insul Act Solar Form 3 Location/ Surface (sf) value R-val Azm Tilt Gains Reference Comments HOUSE - New 1 Wdll 51 0.088 13 315 90 Yes None LEFT 2 Wall ,130 0.088 13 45 90 Yes None BACK 3 Wall 104 0.088 13 135 90 Yes None RIGHT 4 Roof 205 0.031 30 n/a 0 Yes None TO ATTIC 5 Floor 205 0.037 19 n/a 0 No None RAISED FLOOR FENESTRATION SURFACES Area U- Act. Exterior Shade Interior Shade Orientation (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE - New 1 Window Left (NW) 53.4 0.430 0.400 315 90 Standard/0.76 Standard/0.68 2 Window Back (NE) 10.0 0.600 0.650 45 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS — Window— Overhang Left Fin Right Fin— Area Left Rght Surface (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - New 1 Window 53.4 n/a 6.67 6 .5 n/a n/a n/a n/a n/a n/a n/a n/a System Type HOUSE Gas ACSplit Minimum Efficiency HVAC SYSTEMS Duct Location Duct Tested Duct ACCA R -value Leakage Manual D 0.780 AFUE Attic R-4.2 No 10.00 SEER Attic R-4.2 No WATER HEATING SYSTEMS Duct Eff No 0.737 No 0.645 Number Tank in Energy Size Tank Type Heater Type Distribution Type System Factor (gal) Water Heater to meet minimum CEC Standards REMARKS External Insulation R -value HVAC SIZING Page 1 HVAC Project Title—, ....... ...The McGinness Addition Date.:0-;1/:26/01- 17-:-52:56_ ' Proect Address #2 Cham C t ******* � ........ es our Oroville *v5.10* Documentation Author... Marty Runnells ******* Energy Calculation Services 1907 Mangrove Avenue, Suite E Chico, CA 95926 530-894-8466 Climate Zone........... 11 Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01024ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -205 SF Addition 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 205 sf 1640 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 225 deg (SW) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 1559 Building Permit Plan Check Date Fie C ec Date Compliance Method...... MICROPAS5 v5.10 for 1998 Standards by Enercomp, Inc. MICROPAS5 v5.10 File-01024ADD Wth-CTZ11S92 Program -HVAC SIZING User#-MP1333 User -Energy Calculation Servic Run -205 SF Addition 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 205 sf 1640 cf Front Facing OROVILLE RS 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes Yes Yes 0.20 HEATING AND COOLING LOAD SUMMARY 225 deg (SW) Heating Cooling (Btuh) (Btuh) Opaque Conduction and Solar...... 1559 902 Glazing Conduction ............... 1158 753 Glazing Solar .................... n/a 1408 nfiltration ..................... 933 383 Internal Gain .................... n/a 0 Ducts ............................ 365 345 Sensible Load.................... 4016 3790 Latent Load ...................... n/a 758 Minimum Total Load 4016 4548 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. Customer BAY 05387721 ] Fr I' Jan 19 12: 40: 41 2001 Project #: 119BAY r ' Truss ID A Family # 103 -Span 19-0 Quantity 7 Top Pitch 4/12 • rcn.ie ACES -32 Ver.2.0, BIO [3/30/19991 .2-6 4-1-12 9-6 14-10-4 19-0 .2-0 4-1-12 5-4-4 5-4-4 4-1-12 q 4X4 3 4-1-12 9-6 14-10-4 19-0 4-1-12 5-4-4 5-4-4 4-1-12 ;4 s L • HL TO PK: 10-0-3 building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of R. HL TO PK :10-0-3 . LEFT HEIGHT:0-3-14 SPAN:19-0 RISE:3-5-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER MiTek Industries, Inc. PLATES:M20-220.190 L D TOP 4-5-0.245 TOP CHORD:2X4 No.16Btr GR OF—L TOP 16 10 BOTT 7-8=0.300 BOT CHORO:2X4 No.16Btr GR DF—L BOTT O 8 LL.OEFL.@6=0.02 < L/240 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 REPETITIVE STRESSES USED DEFLECTION (IN.) L.L= 0.02, D.L=0.03, T.L=0.05 REACTIONS, SIZE: 1--658. 3.50 5--229.3.50 6--690.3.50 UPLIFTS (LBS): 1-144.5-126. HORIZ. (LBS): 1-5 FORCES - LOAD CASE a1 TOP CHORD: 1-2=-1063. 2-3--527 , 3-4--527 . 4-5= 129 . BOTTOM CHORD: 5-6--122. 6-7--122, 7-8- 1003, 8-1- 1003, WEBS: 2-8= 75. 2-7=-521, 3-7= 55, 4-7= 642. SPACING ' 24.0 in. o. cUBC 97—ICBO,ANSI/TPI95 NO. OF MEMBERS = i 4-6=-616. TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C, 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9; TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE -16-8, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MENMERS, WHERE REQUIRED, ARE AS SHOWN ABOVE, FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insuna stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-`� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss _-- Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MiTek Industries, Inc. JAN 2 2'Y001 /0 ofEss�o,� t Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 Q J5 2. Cut members to bear tightly against each 0 other. X5 �. , 3 0 3. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane pv at joint locations. ' For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C7 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots In connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nall Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular ` BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI '87206,86217,9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-1\1, 930013-N, 910080-N 12. Anchorage and/or load transferring>connections to trusses are the responsibilifyof',others unless shown. M 13. Do not overload roof or floor trusses with stacks BEARING of construction materials Indicates location of joints at 14. Do not cut or alter truss members or plgte�without• { which bearings (supports) occur.prior MiTek Industries, Inc. approval of a professional engineer. , -. ® , 15. Care should be exercised in•handling, erection and installation of trus§es.a4,, 01 TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP „,�, 1 GANG -NAIL .•. Customer : BAY 05387722 Fri Jan 19 12: 40: 43 2001 Project N:'119SAY ri Truss ID Al Family # 103 Span 19-0 Quantity i Top Pitch : 4/12 rnn_ 1A ACES -32 Ver.2.C. B10 (3/30/1999) .2-6 4-1-12 9-6 14-10-4 19-0 .2-0 4-1-12 5-4-4 5-4-4 4-1-12 3) 4X4 3 4-1-12 9-6 14-10-4 19-0 4-1-12 5-4-4 5-4-4 4-1-12 :4 s L . HL TO PK: 10-0-3 R. HL TO PK :10-0-3 LEFT HEIGHT:0-3-14 SPAN:19-O RISE:3-5-14 RIGHT HEIGHT:0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220.190 L D TOP CH0RO:2X4 NO.16Btr GR OF -L TOP 16 10 BOT CHORO:2X4 No.16Btr GR DF -L BOTT O 8 LL.DEFL.@O=0.00 < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING ' 24.0 in. o. cUBC 97-ICSO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION (IN.) L.L= O.00, D.L=O.00, T.L=0.00 NOTES: 0) -Gable studs spaced at 16 inches O.C. (2) -Brace vertical studs in accordance with standard gable end detail (3) -Continuous bearing provided along entire bottom Chord (4) -Provide 1X4 plates at each end of gable stud unless Otherwise noted TRUSS CHECKED FOR 80 M.P.H WIND• ENCL.BLOG.,WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18(10+8) PSF DL, 100.00 MI FROM OCEANLINE(ASCE7-9: TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SI-MATHED. LATERAL BRACING OF WEB MEMBERS, \'HERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TE10PORA.RY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COM IENTARY AND RECOMMENDATION. ENDATION. JAN 2 2 2001 rNftG yG F m A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE y "' ✓ Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of 04 component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. TM ,114 CNI1. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB-� �OF CAI�O� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss r Plate Institute, 583 D'Onofrio Drive, Madison, WI 53719 MTek Industries, Inc. or Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 1 3/' ' Center plate on joint unless Damage or Personal Injury dimensions Indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. Cz C-3nc6 2. Cut members to bear tightly against each 0 other. 0 �, 0 3. Place plates on each face of truss at each v '� O joint and embed fully. Avoid knots and wane p v at joint locations. 4 x 2 orientation, locate a'For 4. Unless otherwise noted, location chord splices �,O plates 1/8" from outside edge of at 1/4 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol Indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and *For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. ' 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring`connections to trusses are the responsibility otothers unless shown. TM BEARING 13. Do not overload roof or floor trusses with stacks of construction materials:/ j Indicates location of joints at 14. Do not cut or alter truss members or plate without i which bearings (supports) occur. MITek Industries, Inc. prior approval of a professional engineer. ® 15. Care should be exercised in handling, erectiony� and installation of trusses.cl \ -"/ HYDRO A/R G PANEL ©1993 Mitek Holdings, Inc. CLIP- GANG -NAIL u •�""" Symbols Nurnber;ng System A General Safety (Votes I PLATE LOCATION AND ORIENTATION Failure t0 FOIIOW Could Cause Property -0,1 r41 3/4 ' Center plate on joint unless Damage Or Personal Injury dimensions indicate otherwise. Dimensions are in Inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. %8+ C2 C3 J5 2. Cut members to bear tightly against each 0 c a 33. other. Place plates on each face of truss at each. v O joint and embed fully. Avoid knots and wane v at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C6 C7 C6 0 plates 1/8" from outside edge of at 1/4 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots In connector plates. 6. Unless expressly noted, this design is not J JOINTS AND CHORDS ARE NUMBERED CLOCKWISE applicable for use with fire retardant or preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MITek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at TO ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring'connegons to trusses are the responsibility of..others unless shown. BEARING • A. 13. Do not overload roof:or floor,,trusses with stacks 'a ? of construction materials.: Indicates location of joints at 14. Do not cut or alter truss members or plate -without' -7 which bearings (supports) occur.MIS@k IndUSfTI@S, Inc. prior approval of a professional engineer. ® 15. Care should be exercises! In. handling, erection rZ and installation of trusses.,' ' ® PANEL HYORO ® 1, `.• • •,_ ... _.- �A.• ©1993 Mitek Holdings, Inc. A/R CLIP GANG -NAIL I STANDARD GABLE END DETAIL VARIES TO COMP 2 TRUSS RIPIAIMIN 80 MPH, 30 PSF SNOW PAGE 1 OF 2 ADIAGONAL O REFER TO TABLE BELOR L W 3/8/00 _ SHEATHINGS 4x4 = 2X4 NO.2OR BTR. DF -L 1 1/2" (BY OTHERS 1 X4 OR 2X3 (TYP) 3 1 /2' 24" MAX 24" O.C. NOTCH AT LP 24" O.C. (MIN.) AT 2X4 LATERAL BRACING A L DG R TOP CHORD AS REQUIRED PER NOTCH DETAIL TABLE BELOW 3X 3x5 = CONT. ... .,. .� VERTICAL STUD TYPICAL 2x4 L -BRACE NAILED TO 2X4 VERTICALS W/8d NAILS SPACED AT 8" O.C. SECTION A -A LOADINQpsf) TCLL 30.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC97/ANS195 TOP CHORD 2 X 4 SPF No.2 BOT CHORD 2 X 4 SPF No.2 OTHERS 2 X 4 SPF No.2 END 0 WALL RIGID CEILING MATERIAL DETAIL A LATERAL BRACING NAILING SCHEDULE VERT. HEIGHT # OF NAILS AT END UP TO 7'-011 - OVER 8'-611 4 - 16d MAXIMUM VERTICAL STUD HEIGHT 4CING OF VERTICALS WITHOUT BRACE WITH LATERAL BRACE WITH 2 -LATERAL BRACE WITH L - BRACE 12 wCH O.C. 6-3-0 12-6-0 16-9-U 1�� 0 24 INC O.C. _6—�- 24 INCH O.C. �C_n � n � n n .� r• .,—.. NOTES 1) VERT. STUDS HAVE BEEN CHECKED FOR 80 MPH WIND, EXP. B, HEIGHT 25 FT 2) CONNECTION BETWEEN BOTTOM CHORD OF GABLE END TRUSS AND WALL TO BE PROVIDED BY PROJECT ENGINEER OR ARCHITECT. 3) FURNISH COPY OF THIS DRAWING TO CONTRACTOR FOR BRACING INSTALLATION. 4) BRACING SHOWN IS FOR INDIVIDUAL TRUSS ONLY. CONSULT BLDG. ARCHITECT OR ENGINEER FOR TEMPORARY AND PERMANENT BRACING OF ROOF SYSTEM. 5) DETAIL A (SHOWN ABOVE) APPLIES TO STRUCTURAL GABLE ENDS AND TO GABLE ENDS WITH A MAX. VERT. STUD HEIGHT OF 8'-6'. TOP CHORD NOTCHING NOTES 1) THE GABLE MUST BE FULLY SHEATHED W/RIGID MATERIAL ON ONE FACE BEFORE NOTCHING IF STUDS ARE TO BE SPACED AT 24" O.C. 2) NO LUMBER DEFECTS ALLOWED AT OR ABOUT NOTCHES. O ZUUU 3) LUMBER MUST MEET OR EXCEED VISUAL GRADE #2 LUMBER AFTER NOTCHING. APR 4) NO NOTCHING IS PERMITTED WITHIN 2X THE OVERHANG LENGTH. ® IVARNINC - Vrv'iy design purnnuvci's rind READ NOTES ON THIS AND REVERSE SIDE BEFORIi USE )e,lgn valid for use only with MiTek connectors. This design Is based only upon parameters shown, and is for an Individual •uliding component to be Installed and loaded vertically. Applicability of design parameters and proper incorporation of nmponenl Is responsibility of building designer - not truss designer. Bracing shown is for lateral support of Individual gab members only. Additional temporary bracing to Insure slnbility during construction In the responsibility of the erector. a... ddilional permanent bracing of the overall structure Is the responsibility of the building designer. For general guidance -girding fabrication, Quality control, storage, delivery, oroction, and bracing, consult OST•08 Ousilly Standard, DSB- �. n Bracing Specification, and HID -91 Handling Inglg lotion and Bracing. Recommendation available from Truss, late Institute, 583 D'Onofrlo Drive. Madison, WI 53719 . MiTek Industries,,liic. 09,g FESS/O� Q' LOERKE INSULATION CO., INC. INSULATION CERTIFICATE 2 Chames Oroville um er an3 Stree Butte ; —county- ubdiv�sion Numbed.. DESCRIPTION OF INSTALLATION 1. ROOF Material _ Thickness (inches) 2. CEILING Brand Name _ Thermal Resistance (R -Value)__ Batt or Blanket Type_._F'iberalass Batas Brand Name _Johns Manville_ Thickness (inches�_.�2.25 Thermal Resistance (R: -Value) - R-38 ' Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq.__b Minimum Thickness _ inches. Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) 3. EXTERIOR WALL Material_..Fiberglas& Betts Brand Name Joh Is_Ma"ille Thickness (inches) 3.5 Thermal Resistance (R-Value�R-13 4. RAISED FLOOR Material _-EitZe�glass_Batts _ Brand Name Johns UArMlle _ Thickness (inches)-. Thermal Resistance (R -Value) IQ —14 5. SLAB FLOOR ! PERIMETER Material.--.- _ Brand Name _ Thickness —._ _._ _ Thermal Resistance (R -Value).- _ Perimeter Insulation Depth (inches)- - . 6. FOUNDATION WALL Material _. _ Brand Name Thickness (inches).-_ Thermal 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 Energ Effciency�Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indi ed on the Certificate of compliance, where applicable. C.L.#499150 � �rJ LOERKE INSULATION CO., INC. Item s Signature, at Instal in ubcontrapTo (C6 Name) Or General Contractor (Co. Name) Or Owner -'Item #s` Signature?ate - - Y nstalling u contractorrCo. Name) Oi General Contractor (Co. fame) Or Owner ltem #sSignature, Date Installing Subcontracf0–r-(—00-'N--aim—e–)(5-r-- General Contractor (Co. Name) Or Owner T'd 0998TGBOES OWI `'OO wouuinsWI 3AN301 eBE:60 10 Ea ReW Z41't /3AB 3112.- /G S4 �fb►--_ G4�y �`G:�urss 533-��g� '� d2 Cka►xcs�►'�' , C7rot,: It � 1w - X4 _ Power d F/ook le vt l 0. A/* /k (N, ) - 1 I syr` -- �� s • Z • x , _ � �� • ' c� �E CeJtrt� I �_ '• . ;; ;a'�8SAo, (40 - - so by Pa N - s I C4%PlE T v r /D xa I so N•O� k a P[ AC E e. /01 1D,,sA cl. 1 y i - 6°GB S.(:p. CES �y•3.. CArt D6T \ICON-JIIP uJ.C. 44 G 3 3Z'N•) { 4/41P P,*/des - - vn dg? V4*47 ® C.l) Grab 8,42S A�eoin �er - y —� �, -71 3G ' 32 . .kfr•, A514 T-/1 ,6,¢TN M` G; �,e$ t 4J J l +; o-% 3 r � s C3. d ,�ao,y, �.. `'' ,x / 3 • Po. -e. !, 41. PA NRoon sc-4 /C: %V K = I F,f Co' 3 NCA• S1;A T.4 le I shw►. Oct., , ti 84 4., u o vt VW,, • l /old S W%,✓� /1e:uel 3 ��p qRC 11 q, ,FCS `y NO. C 81289 REM�Q F 30 '�REVIEWED FOR CONFOR WITH STRUCTURAL CALCS ONLY, PA . S tp - 005: V ,V ill ` A 0.4 try . -A 0 1 u0!+: rrd 0 Z _ g cc LL j4c per. cr 0Lp 6 a Q1-® /di ya a� O -CO Cn w / Zccv LLJ 1-0. z A I �4 a 0 Z _ g cc LL j4c per. cr 0Lp 6 a Q1-® /di ya a� O -CO Cn w / Zccv LLJ 1-0. z A I 3 h � 4 k po kN i • Pz o 3 h � 4 k po kN i • i f 730 A AQP :�✓LA Pio. C. 21263 W REM. �. F OF S33 G g v REVIEWED FOR CONFORMANCE WITH 4TRi irT,_jnL CALCS ONLY, Oeoy, lit ^�6 -moa-ozs �s-a r