Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
027-270-038
COMPLAINT TO INSPECTOR jz� joy cs 27-38, J. E. Bledsoe '//yyam�// End of pri.dr., ntana Ave.,/.000' S.of Louis Ave., Oroville Permit #1195-79P,E(ut4l.,M11) W ELECg-1.1-7 GA SUPPORT RU TURE REQ. A/® I ` COMPACTION TEST REQ. /fjp 27-27-38 Permit #1209-7-9B,P,E(new garage & storage shed)-V;� _...0'A.1,14 27-27-A8 r Permit #1196--79--MHI /b///4/ Issued 027-270-038 PERMIT#96-20 0 AKERS, Harold & Nancy_' 38 Montana, Oroville � -) Cont; Steve Orsillo Cons / New Single Family )27-270-038 99-..1440 kKERS, Harold �(it 48, Montana,.Oroville 'ontr: Ben Sparks Construction Enclose back patio ' j (I 5 I / PERMIT#96-117A" 027-270-038 s- AKERS.; Harold I0. 3g Montana, OrovilleAg Exempt Per 't -Horse & Ha 7 1111111111 l 1111111 IN 111111111111 10 AND WHEN RECORDED MAIL TO: 1012!) 1 5351► C Recorded I REC FEE 13.00 BUTTE COUNTY BUILDING DIVISION Official Records I CONFORM 1.00 7 COUNTY CENTER DRIVE Lounty Uf 1 CONFORM 1.08 OROVILLE, CA 95965 BU FTE I CANDACE J. GRUBBS I Recorder j ROSEMARY DICKSON I Assistant I Shawnya 03:42PM 18 -Mar -x;005 I Page 1 of 3 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: eat Date 3-12 -03 PROPERTY OWNERS: V'% rn Ql-1ay ne, Long, re. o... LOn J State of California County of (3u Hem On \J-/7 05 before me personally appeared VII 1 / k) q ,(Are On /gyp n q personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNES and official 1. Signatur Seal: @Et�11Y SOt1L1 Ca W"" I 14116329 Notary Awa - Caftmlo A.P. Q - - 0 6�CouMY myCamm.A IF' M ov11. Order No. BU -218376-3 MAM Description The land referred to herein is situated in the State of California, County of Butte, and is described as follows: LOT 3 OF BLOCK 135, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "SUBDIVISION NO. 3. OF PALERMO CITRUS TRACT", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON JANUARY 2, 1889, ON WALL MAP NUMBER 5. TOGETHER WITH THE SOUTHERLY 30 FEET OF CRAIG AVENUE LYING ADJACENT TO AND NORTHERLY OF SAID LOT, SAID CRAIG AVENUE BEING ABANDONED BY INSTRUMENT RECORDED MARCH 8, 1911 IN ROAD BOOK 1; PAGE 50; BUTTE COUNTY RECORDS. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR A UTILITY LINE ACROSS THE SOUTHERLY 10 FEET THEREOF. ALSO. RESERVING THEREFROM A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY, PURPOSES ACROSS THE NORTHERLY 30 FEET THEREOF. APN 027-250-038-000 A NON-EXCLUSIVE EASEMENT FOR UTILITY PURPOSES ACROSS THE FOLLOWING PARCELS: A) THE NORTHERLY 10 FEET OF LOTS 5 THROUGH 8, BLOCK 135 OF THE SUBDMSION DESCRIBED IN PARCEL I. B) THE SOUTHERLY 10 FEET OF LOTS 1, 2 AND 4, BLOCK 135 OF THE SUBDIVISION DESCRIBED IN PARCEL I. C) THE EASTERLY 30 FEET OF LOTS 4 AND 5, BLOCK 135 OF THE SUBDIVISION DESCRIBED IN PARCEL L D) THE WESTERLY,30_FEET._OF LOTS 1,, 5 AND6, BLOCK 134 OF THE SUBDIVISION DESCRIBED IN PARCEL I. E) THE SOUTHERLY 10 FEET OF LOT 5, BLOCK 134 OF THE SUBDIVISION DESCRIBED IN PARCELI. CONTINUED el ,f PARC ET. TT- - CONTINUED Order No. BU -218376-3 TVIAM F) THE EASTERLY 10 FEET OF LOT 5, BLOCK 134 OF THE SUBDIVISION DESCRIBED IN PARCEL I. ; G) THE WESTERLY 10 FEET AND THE NORTHERLY 20 FEET OF LOT 4, 'BLOCK 134 OF THE SUBDIVISION DESCRIBED IN PARCEL I. A NON-EXCLUSIVE EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES ACROSS THE NORTHERLY 30 FEET OF LOTS 1 AND 2, BLOCK 135, OF THE SUBDIVISION DESCRIBED IN PARCELI. NOTES' RESIDENTIAL PERMIT NO. 027-270-038 99-1440 AKERS, "Harold - - 38 Montana, Oroville � Contr: Ben Sparks Construction Enclose back patio 'a a „r ,Iw 24� Yy ^ ,V .f ti s c SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 1 Signature ✓ = OK 0 = Not OK - = Not Applicable `RESIDENTIALSin le & Duplex) = Not Ready % 9 Date Underfloor (Plans) OK except #'s Zoning -Setbacks -Easements -Flood -Slope Ftg., Main; Soils•Elec. Grnd.-/ /" Ftg. De d 3. Ftg., Garage; Soils•Steel•Elec. Grnd.-/ pth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-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/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Tes- Fittings & Anchor -Nail Protection 20. 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 23. Fixtur rraansformer Clearance -Ins. Protection CA ec. Receptacl -Spacing-Lights & Switches at Doors 625' Size s& No. of Conductors Stapled ome ed Close to Edge of Studs & C.J. quip. Ground made up w/Meth Fasteners- Gas ate✓ ppliance Circuits in ' then & Conductor -S ze GFI ubfeed Wire Size / or AI-A.C. Wire Size / / oa Cu or AI Date 30. R -Vee Cla T / ga Cu or AI=Oven Circ. / / ga Cu or AI Insulated Neutral o Hangers -Post Caps -Anchors -Connectors 31. i rs & Ground Main Disconnect 48. 3 fearances Panels-Motors-Mech. Equip. Attic Access; Size & Romex Protection- raft Stop -Ins. Baffles 33. rhes Closet Light -Shower Light -Spa Light 51. 34. ector Pr enings 72. xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits Date e -Run -Landing -Fire Protection Card B-1 Date Card B-1 Date r55' ing-Nailing Veneer Card B-1 Date Card B-1 Date 59. MECHANICAL (Permit) OK except #'s 61. 62. 35. A.C. Ducts Insulation & Support Card B-1 _ Date Card B-1 Card B-1 Date Card B-1 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade Smoke Defector 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 66. 39. Attic Access & Platform if Furnace in Attic 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth , Clearance Looked under Floor ❑ Yes Date 82. Card B-1 Date Card B-1 Date 83. Card B-1 Date Card B-1 Date 84. AMING (Permit) OK except #'s 85. Si oper Materials & Anchors 86.:Weil; Disconnect, Electrical, Plumbing alls Studs -Nailing Spacing & Braces -Plates -Sound 87 2. Bearing Walls over Girders & Floor Nailing 88. 4 , a s(rat proof) 89. 44',,airs-Chasers-Tubs 90. 4 eaders & Beams -Size & Bearing Date J FRAMING (Continued) L419- Hangers -Post Caps -Anchors -Connectors 68. Cling✓Joist-Rftr� s-Purlin-Roll Brac.-Tru -Shting.-Rfng. 48. FimpleCb Ties - ireplace Throat Clearance Stairs & Rails Attic Access; Size & Romex Protection- raft Stop -Ins. Baffles 50. Bdrm. Win t. & Dimensions 51. Garage-? re Protection r 52. Pr enings 72. xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54, e -Run -Landing -Fire Protection Elec. Outlets & Receptacles at Kit. Counter Pywood on Roof Overhang -Attic Vents -Ratter Outriggers r55' ing-Nailing Veneer Garage Fire Door; Swing -Landing -Closure Vents-Underflr. Access 59. Glazi VArea-Glass Protection -Skylights -Plastic S ar Walls; Nailing -,Bolts race I for -Panels 61. 62. Insulation -Walls- eilings Infiltration -Walls -Windows Date Da et Card B-1 _ Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s xt. Steps -Door & Sidelight Protection -Landings 64. Smoke Defector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth , Clearance Looked under Floor ❑ Yes 82. Following Insild./Drive Q Yes ] No/Walks ] Yes 0 No/Planters Q Yes 7 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86.:Weil; Disconnect, Electrical, Plumbing 87 Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. 94. Energy Compliance Certificate -Other Certificates Address Posted Date - Card B-� Date Card B-1 Dat Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: V= OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Footings; Soils -Size -Depth -Spacing -Connectors -Steel 1. Zoning Requirements -Setbacks -Easements 4. 2. Soils; Special MH Support Sketch Shthg.-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 10. 4. Water; Location -Test -Easement Needed (Sketch) 11. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 12. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Date Setbacks -Easements Card B-1 Date Card B-1 Date Soils; Compaction -Structure Stability Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 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 Date 11. Cert. of Occupancy Date 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- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosure s-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 r: s �z 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 ;i n -K CORRECTION NOTICE �—I OWNER PERMIT NO. cx •. 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 have an you If completed. com F•} p y y questions pertaining to this matter, or need additional explanation, please contact this office immediately. y .µ w xZ5 l Date Inspector i v REV 10/A2 �r ' I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILZDIN-'7 County Center Drive • Oroville,iCalifor' fla 95965 • •Telephone (530) PERMIT BO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER _ nig HAROLD AKERS 097-97-nOWNER ZONING BUILDING PERMIT OROVIIIE 95965 TELEPHONE 95965 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS ,9.400-00 RER SPARKS 3,300-00 CONTRACTOR'S NAME BEN CONSTRUCTION TELEPHONE CONTRACTORS60 AMBUSHMAILING DRESS LN, OROVILLE CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 5,7nn no ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 38 MONTA OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE s LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY. Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 800OR UES Main Service 2/IA VORLE:S 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 Pro--eoions Code, and my license is in l force and effect. License Class Lic. No. `70 , OWNER -BUILDER DECLARATION_L I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and,golicy number are: Carrier Main Service 200A To IIOOA 46.00NEW CONST. DWELUNG OCCUP. OR ADDNS. ( 8 ADC. BLDS. s0 3.5QFT. tN.,p R61UT. MULTI -OUTLET @7,50 -00*0 POWER APPARATUS 8 SINGLE OUTLET CSI R. EX. OCCU OUTLET OR FIXTURES 20 g 00 BRI. g 1 0 Ex. Occup. DXrrLEEDTSAAe�slD°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 32.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number eD // if' (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 tho rovision, /P X Date (J �J Sign a er of Applicant - ❑ wnontractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ HAZ. ✓ D Fy IMP FLOOD CDF LPARCEL PD HD ISSUE This permit is hereby issued under of the Butte County Code and/or indicat a e f r which fees have , p^ J��/ By p PERMIT EXPIRES ON o y the applicable provisions Resolutions to do work been paid. Date q 2 Date' Receipt No. a 1 M7=7 WHITE-D.D.S.-B.D. CANA Y -AS E SOR PINK -INSPECTOR GOLDENROD -APPLICANT 1 -,. a..:..^...-�-vw-,;:.•,y-ti,oY.,�i,;;��;,,,,s„�yijyC,d.-� �;i,,,... ' cry'1t.,w�tr.".k`y�r�''�':�';,�"'�}�T'�r�,,',�Y.�I'�.M'.,+..:�1."�i�.SrY_...;..�'1:+'�,"r �,.. tin . ,... COUNTY OF BUTTE -DEPARTMENT OAh LOPMENT SER —CES - BUI G DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE 3 8-7541 PERMIT APPLICATION DATA SHEET OWNER: A Kt�� ASSESSOR PARCEL Proposed Building Use: �4_ di2 i_� Building Inspector-:- Date: -62 At time of permit application, I was advised the following data must be submitted prior to permit proces g and/or issuance: Date Received By "'-❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. ------ r . Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 06. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees. --------------------------------------------------------- 13. Flood elevationcertificate. ---------------------------------------------------------------------------------------- _—.Sanitation and plot plan approval Health Department. ------------------------------------------- Zqh, 1315. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- Cl 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). -----------------------------------= El 22. Workers' Compensation carrier and policy number.------------------------------------------------------------ ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner 13) - ------------------------------------ ❑24. Letter of signature authorization. ------------------------------- 1125. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------• ❑27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expiredpermits.--------------------. ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 1130. Other: When you issue the permit, process as follows ElMail to owner,,,❑OMaail to contractor. W�Telephone %�� and hold for pickup at 4f*2w�office-11 Deliver with inspector. an : ApplicGam? Date: (6 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date-: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: By: 1. Index permit application for the above items numbered: b ❑ Plan Check List 2. Additional items required: �wRavt., w Contractor, designer, owner, was advised of the above required data by one, -o mail, ❑ Buildingavision counter, by 4&Z Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di sion counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di ision counter, by Date: Contractor, designer, o was 'sed of the above required data by Elphone, 13mail, 11Bui ivision counter, by Plans reviewed by: OZ Date: Plans approved by: Date: !!Sets of plans on hold in Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: 4COUMTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES • BUILDING DIVISION 7tiCounty Center Drive a Orovillep,California 95965 •- Telephone (530) 538-7541 ' PER NO ,Rev. 12n6) APPLICATION AND PERMIT I9 /= ". aeen P,uten ►an.OE .2 2s Whom BUILDING PERMIT owwt DLA m �� �! SO. FT. OCC. BUILOINt3 VALUATION Z- 5L Fire lace Total Valuation i Permit Fee Filin Fee j!jk Plan Checkin Fee —Energy Plan Checking Fee i tt PERMIT FEE _ OW • VAI ADOMG / �LL�C/4VAN a�/(f Taa+aNa ►rrMCTOOM waOo A001II g6 0 .1/ tZ-I- t .c� o�'� u�t�f , C 0004"tucnon rooa LlMOM WALM AMIRM MCMrrcer on 0013014Mueasa ►w. ARCH"=oa 001MUM7 VAI ADDAM SULOMAoOWN arao, eueoNtanwue aaca EUP PLUMBING PERMIT Fong Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF O Duplex O Mobilehome O Other SPI Solar or heat pump water heater 23.00 Water piping 15.00 TYPE OF WORK New O Addition O Remodel O UOQIiq O Installation C3 Other O Describe Work: fEAIC p, p4 Cj-(,me Each ass water heater cc vent 15.00 Gas piping tem 1 -5 outlets 15.00 Building sewer 15.00 Mobile Home S G W (920.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service =9:= 23.00 Main Service zoo To 10011A 46.00 NEW CONS . O Oft ADD". v � r J.StR NEW CO 1o. •MULTrovnzrBRAWN f'RI Q7.50 rowel APPARATUS as Ex. Occup. 01001 RMAD ao a r. LL a.� 90 ao Ex. Occu F=0 APPIIN. On ovnEra ab. a 5.00 —Lem-2orary Service 23.00 Mobile Home Facilities 20.00 Msc. Widnq 23.00 PERMIT FEE : r MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt S fvbbile Home Installation Fee i Energy Inspection Fee i occ corar. rrPe T TAL FEES t MAZ 0. IiES W P.Wo COr PC �O 6Sb( 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 ReceGGi•p wHrTG•O. .O. �,f,•8. �. QI1� ....... ...w-GPT/1� ..... .. _......n.�PPI if �uT E.H. USE ONLY Plot Plan Attached j 9 Floor Plan Attached Sant to B. 0. l TO: - - Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance OP�U'-b n"AS 3 9 MOYL&A) A Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other 6;1 C Lbs CCJU,ellZ Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date RESLOENTIAL 4 X027-270-038 PERMIT#96-2020 AKERS, Harold & Nancy 38 Montana, Oroville Cont; Steve Orsillo Const. New Single Family /C 15, e 7U 'V,,y r �/K�✓i /7�/ 0il�iC��l 1(�` 71 rr , • e/A LP OFFICE COPY Address �� n M E eter,e�� Date b ELECTRIC Date { Meter By JOB FINALE Signature c , s O = No OK �RESIDENTIAL - = Not 412lic4ble = Net Ready, - Date NDERFLOOR (Plans) OK except #'s Zo ' gSetbacks-Easments-FloodSlope Ft ., ain; Soils-Elec. Gm Y/ Ftg. Depth tg. Garage; Soi - I d/ 2�_P Ftg. Depth 4. Ftp. Parches & Decks; Soils -Steel-/ P Ftg. Depth galls, Main; S I rappe 4 @ t grwdfs, GarageCWBlockouts-Wrapped old Downs and Special Anchors 7. Slab, Steel -Wrapped A, -Piers -Fireplace Ftg.-Steel 9. .V.; Fall -Fitting -Test -2 Way C/O-Sewe st . UF. Gas Pipe; Size Anchors - Ya r s Piping; Siz 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date -j 9 (,, Card B-1 Rpt Date ��- Q6 Card B-1 Date /V- a Card B-1 R .7 Date Card B-1 Date PLUMBING er OK except #'s Water Htr; V -A ess ombus on A:0)3adf 1,Aate Pipe; Test & Anchor-Nailr� otection W.V.; Test Fittings & Anchor -Nail Protection -20: 6hewer-Faa;-Tes), First Floor -Tub Access 2 . r, Second Floor -Tub Access as Pipe; Sixe & Anchors Date- ja�C��" Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection & Switches at Doors & No. of Conductors a o x Installed Close to Edge of Studs & C.J. qui Ground made up w/Mech Fastners-Bond Gas & Water Appliance Circuts in Kitchen & Conductor ' e GFI (Single & Duplex) �:- 30. Subfged Wire Size / / ga. Cu or AUZ- ire Siie / / ga Cu or Al Range Circ. / / ga Cu or AI -Oven C c. / / ga Cu or Al Insulated Neutral 0 Yes Q No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes 'Closet Light -Shower Light -Spa Light 4 o e Detector �.. Card 8-1 Date tL- c -V 6 Card B-1 1663 Date Card B-1 Date + Card B-1 Date Card B-1 Date WCHANICAL (Permit) OK except #'s 3 .S,0ucts Insulation & Support 36!Gen. bkn, Exhaust above insulation 0"/( ornsate Drain & Overflow, Size & Grade ±1 ce-Vent Access -Comb. Air -Return Air Vent 115 outlet &qeAttic Access & Platform if Furnace in Attic Date -/Z, q& Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date _ AMING (Plans) OK except #'s roper Materials & Anchors ( CjY^'s S ds -Nailing Spacing & Braces -Plates -Sound B ring Walls over Girders & Floor Nailing ft Stop in Walls (rat proof) Fir tops, Furred Ceilings -Stairs -Chasers -Tubs eaders & Beams -Size & Bearing Date jk j;7 r replace Ties or TypeA_Vtde-FireplaqA-R=at clearance f ( /�"499 Attic Access; S om fion:Draft Std6-Ins. €s'%. fLO-h! . Windows or Exiting Doors -Sill Hgt. & Dimensions arage Fire Protection Framing ,� _ i_ i. 52,-Mperty Line Firewall & Openings u Doors -One 3' -Check Garage 3rd Story, 2 Exits un Landing -Fire Protection Sye-Pl 2 pd on Roof Overhang -Attic Vents -Rafter Outriggers 9b!giding,Dlailino Veneer W.-IStucgi.-Mesh-Drip Screed -Fd. Vents-Underflr. Access - ';�C-94, 60,-Srace Wall Panels 61. Insylatibn -Ceilings Date ��e 3t-q� Card B -1_:F Date ��/_ ��,G)L Card B-1 Date (] .)y.Sy, Car, B-1 k� Date �I�)U-94 CardB-1 Date NAL (Plans) OK except #'s "�,,Ext Steps -Door & Sidelight Protection -Landings moke Detector 6 . pace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 6§_.BeTroom Exiting 97 --el.). & Bath Fixtures & Tub Access -Spa 68r -f -re -c. Trim & Subpanel, Breaker Sizes & Labels Is — 70-f—ireplace or Stove, Clearance -Hearth ec. Outlets at Wood Panel, Int. & Ext. ('j7�'Ki�ixt. & Appliance; Ground. -Air Gap -Cooking Clearance 33'-Elec. Outlets & Rece ticales at Kit. Counter 7arag ire Door; Swing -Landing -Closure eEi Dam er 6. Wtr. Htr.; V' -lea ce-Co . Air Con ect -P In Garage; Above Floor -Meth Protection � Z!%-P1�Elec. & Mach. Equip. Listed for Location <1C/Elec. R ptacles in Garage G.F.I. -Romex Protection afion-Foam-Looked in Attic Guard rails & Deck Construction -Post Caps 6.1—dn. VBonts & Crawl Hole Door Drainage & Wood -Earth under Floe( fl Yes P' Following Instld./Drive&Ys 0 NONValkS UXs 0 No/Planters Q Yes B3'Stncea$rewn: Finish C. Unit pis connect, Electrical -Plumbing s Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings �J Water Well, Disconnect, Electrical, Plumbing X i j; j / .. xterior El- Trim, G.F.I. Receptacle -Underground $8 ,V€ntilation Throught House 9 ass Protectio ` o rec ' s from Previous Inspections 91 Ga est- eters Tagged, Gas -Electric & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates Date •- Card B-1 Date Card B-1 Date )- 3.'j.qI Card B-1 Date Card B-1 Date Card B-1 Date Card 8-1 Comments at Final: t 1 fCfi c Sp e 6iml Vv o p rQ •ti i 6- io C_ C iANer 0"/( Cot -ti L r- a .ejjI C d n/ N o C-4-0 ,- 'fV 00-vJ b u -s b g/eS V=OK O = Not OK *=NottRepaldyble 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-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / /Tft. / /Nat. or/ PL"ft./ /LPG 7. Well Clearance & 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 -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 t 7 / 42 i -e 1 ,1G 1ihond- Date I q Inspector j -e a REV 10/9 �i COUNTY OF BUTTE BUILDING DIVISION ' DEPARTMENT OF DEVELOPMENT SERVICES - 1469 Humboldt Road, Chico, CA - (916) 891-2751' 7 County Center Drive, Croville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307. CORRECTION NOTICE Al 5 OWNER PERMIT NO. " A routine inspection indicates that the following violations of Butte County Ordinances exist at 4 f, the above address and should be corrected. Please notify this office when correction of work is completed. If you have questions pertaining to this matter, or need additional explanation, please contact this ice immediately. �I 7 / 42 i -e 1 ,1G 1ihond- Date I q Inspector j -e a REV 10/9 �i j.. t COUNTY OF BUTTE . ' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 t" 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 r. CORRECTION NOTICE :. 9A-ema OWNER PERMIT NO. •'r. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, :s' '� GD� � u 5 -1 i � �✓ Ca i /`� O D Cn/ .%iyDS � � 1411v6 r Date I I- H — 7 � Inspector C'4 46 p- I ( (-;_ REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT,SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 E, CORRECTION NOTICE r� 91, -a oa &• 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 notify this office when correction of work 1 _ is comple ed. If you have any questions pertaining to this matter, or need additional explanation, .' please7ontact this office immediately. ec 0 LZI, dte 4L Q& -a ji i' -c./,',< 4Fj--'ru5s1S r n. Date .� (,<� Inspector E=, REV 10/92 COUNTY OF BUTTE is BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA; 916) 891-2751 7 County Center Drive, Oroville""CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. -A routine inspection indicates that the followingviolations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. I Date Inspector REV 10/92 r COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMEN`r SERVICES r 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Croville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 020 2 D 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. `b ;.MV u✓v 144:� Coti bee-lyrs D ZAP 1 . 3{ 7.1 fy y, Y,r ,o t` ~ f '.1 S l�. Date Inspector leu 55eI1 , REV 10/92 Wi COUNTY OF BUTTE BUILDING DIVISION �. DEPARTMENT OF DEVELOPMENT SERVICES t 1469 Humboldt Road, Chico, CA - (916) 891-2751 Y 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 9"" �9Lf 5 OWNER PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at a:• the above address and should be corrected. Please notify this office when correction of work „IA ;, is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. L :s G / O • •r�1 aP ;+ -2 i 3 790 v I- a G 1 -e 5S •;ti E Data/ Inspector; S REV 10/92 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 LOT M STEVE ORSILLO ❑ P.O. BOX 4146, STOCKTON, CA 95204 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 38 MONTANA ❑ 6470 B SOUTH PROCYON AVE., LAS VEGAS, NV 89118 LIC. #10675 DATE INSULATION COMPLETED Ir 1 14 ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL \ MATERIAL MATERIAL FIBERGLASS FIBERGLASS FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.O.c"m r �+. MANUFACTURER MANUFACTURER MANUFACTURER w OCF OCF OCF BAGS R - VALUE APPLIED R - VALUE APPLIED MIN. INSTALLED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER INSTALLED THICKNESS SQUARE FOOT t R-19 61/4" R'30 R-19 61/4" KNEEI R -VALUE OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER FOAM W R GRACE THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALL 'I_N CONFORMANCE WITH APPLICABLE CODE MATERIAL STANDARDS AND REGULATIONS. • SI NATURE-INSUL TI CONTRACT TITLE DATE MANAGER SIGNATURE -G 0f4 TRAC TOW TITLE DAYY 11 REMARKS' I SIC -303 BUILDER COPY MM,I)ING OWNER: BUILDING LOCATION i .....�w.�.�...v��..._� y�.. ....�._._.. ..res... 1.' .. .... ... _ .. ..... ... •.''.�w An instacll&uon eart4leaate is required to be posted at the building she prior to the issuance Of the occupancy pOMK Tins forte msy be used to moat these requirements. All appliance cattttganes listed below are the actual equipmMt kwilltiod. Nov that fhe efficiency and type of 1110 appliance installed must be eoun►aaant of better titan the applk ino apadfled on the Cartfticate of Compliance (CF•1R). This candicate (or hs equivalent) shall be prepared and signed by the parsw(s) aeaumim ovef w responsibility for the appliance Inatatlatwn, 1. the unasmignid. verify that the equipment fisted in the owagery ebove itty signattt s is MO wail 0quiptdgnt ittttatled And that the equipment meets or exceeds the reouiremants at the Appllame Efffelancy Stanoar4e. In addition. I have vsrUW that the equiornent is equivalent to or more off)clent than the egt9pm9m spWied on the Cortttime of Compavice submitted to domgnwme.aompiiance with the +Anergy Etttaiancy Standards for rosidentiai buildhtgS. HVAC SYSTEM Astadt Ter,K sharg}1 !'eater or 1w; i -ft k Tank SVstem Type peanut. Make & scoraov gsilt, ecc,I Model Number --gratuhlµ Nota: Hydmnia boiler information is entered hare, Other hyomnic or combined hydmnia equipment is (land under Water Heating Systema. Heating Equip. C9C CartKted Actual Dwifbtwon Guat of Hsartlhg Land FMNesirro Type (fumaee. Msnuf. Make & t[if{olent;y Type and PlppIetg Before Cvor• tpPRettt heat puma. eta) Modal Number SAFUIL eta.) Laostion __fI-yggv Sod n It! paeft~~r i�_��� ...tau ��...���� _.>.�...r d�...�'�-.•...- � � n �� � C� t� etc Wriff1#d CoQilna Lquip. Comprsew Unit' Aettwi DlstrfbiMan Dum or Typa (air cond.. Manut._Mso & Eff)ctoncy Typo and Piping J ia. a�rtc. - h=-?� The building assign heat loss and design heat gtftin rate haw boon aststmined using a ntetftod awdtted In Section 190(h),cf the Energy Etftoiency Slondards, and ars two of the criteria used (tu equiprttent suing and stawewn. 1114na tore Date HVAC Subari ranor (Co. Naime) or Omeral COMM ear O.+•W WATER HES 11M SY3TIMS Walter heating CEC cartffled Astadt Ter,K sharg}1 !'eater or 1w; i -ft k Tank SVstem Type peanut. Make & scoraov gsilt, ecc,I Model Number --gratuhlµ Input (kW capacity (via _ Reaavery �.1 forts , Standby' t sulattion i.oaa I. %-or :mall Qaa atarage lrstaa inout s 73,000 Gtwh►i, eieetrle rosistance Ana hent puma w414f haetars, list E.Mom Fester. Pqr large gas saorsge water heelers 081,00 Mut a75.000 @twhn, let Aateta lrmvt. A*czwrY Slffaenay #Aa Starnc oy Las. Por instAntatnwout gala water nuatera, list Asma Inout tea Raxvaty SlActency, Far inaaantanecus aaotrto water heata►s, list Ratan tmmt, FAUCEETS a SHOWER HEADS All laucals AM snowarneaes instailso are iisteo in the Cammtssxrrt'ts Diractary or Cinglea Fsucota and Shawernsaes. Pursuant 10 1 ifle 24. Ptit S. S1,10=20ter 2, Stolen 111, Flumotr> Nsmef or caww cpnemaw or Cow+mr TI{IS C)rRt' 1(.ATL' ,MUST BE PROVIDED TCt TM BUILDING DEPARTMVff PRIOR To FURL INSPBCrIf:H APPROVAL AhM A MPY $BALL BE pOS'I'L',II WrnlIN TIS BUTLDING. JANUARY t493 . 1 "52 V/, COUNTY OF BUTTE - DEPARTMENT 6F DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, -Califorriia 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 027-270-038 AIS ZONING BUILDING PERMIT OWNER HAROLD & NANCY AKERS TELEPHONE SO. FT. OCC. BUILDING VALUATION 1 F7 R 79,704.00 OWNER'S MAILING ADDRESS 1700 EL CAMINO REAL RUE 2-23 SAN FR.9498 0 U 11,880.00 CONTRACTOR'S NAME STEVE ORSILLO CONSTRUCTION TINE 532-1131 8 V ,992.00 CONTRACTORS MAILING ADDRESS Fireplace I A 1,500.00 CONSTRUCTION LENDER UNIOJOWN Total Valuation $ 98,076.00 Filing Fee $ 20.00 LENDER'S MAIUNG ADDRESS Permit Fee $ 635.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 412.75 Energy Plan Checking Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDINGADDRESS 38 MONTANAPERMITFEE $1,090.75 OROVILLE PLUMBING PERMIT Filing Fee 20.00 Each Trap L21 7.00 84.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23,00 Water piping 15.00 15 • QO USEOFSTRUCTURE SF IN Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 2 15.00 30.00 Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 15.00 TYPE OF WORK New IN Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: REPLACES MHContractor Mobile Home IS I GI W @20.00 PERMITFEE $ 179.00 ELECTRICAL PERMIT Filina Fee 20.00 Main Service ( 2000A A OR LESS OR LESS \ 23.00 23.00 20 / 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 and Professions Code, and my license is in full force and effect. YJEx. 9 (commencing with Section 7000) of Division 3 of the BusinVFIXED License Class 7 Lic. No. 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 OCCUP. SO. OR NS. 8 ACC. BLDS. 3.5¢ F7. 74.75 ( ) C NEW CONST. MULTI.OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Occup. (OUTLET OR FD(TURESzo @ I.00BAL .50 Ex. Occup. (oFR (E o.OR ) 5.00 OUTLETS 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/'' gomFjensation insurance carrier and policy number are: Carrier C�7j&-,:be MECHANICAL PERMIT Filing 9 Fee 20.00 Heating SPLIT 3 TON 15.00 Cooling 15.00 Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Number UfgZ :5) �5!5�-80 (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 f hwith comply with those provisions. X Ve � nat re of Appli ❑O er O ContracorAg An OSHA permit i required for cavations over 5'0" deep and demolition or construction of structures over 3 stories in height. � i Mobile Home Installation Fee $ Energy Inspection Fee Is00 40. OCC CONST. TYPE TOTAL FEE $ 1490.00 HAZ. D. FEES IMP FL04D CDF PARCEy Po ND ISsu This permit is hereby issued under the applicable provisions of the utte Count Code and/or Resolutions to do work ind' ate a fo which fees have been paid. / Ci By Q 7i'7 PERMITEXPIRESON 7v (Date) ReceiptNo. 206044 - 515.75// 974.25 - 206436 �� �� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOL NROD- NT t COUNTY OF BUTTE - DEPARTMEf4T OF DEVELOPMENT SERVICES - BUILDING DIVISION � 7 County Center Drive - Oroville', California •95965 - Telephone (916) 538-7541 PERMIT NO. APPLICATION AND PERMIT L?6-�26.�2D ASSESSOR PARCEL NUMBER 0,�7 ZONING BUILDING PERMIT OWNER "E SO. FT. OCC. BUILDING VALUATION �---/r -] L l D 4. N OWNERS MAN. AD SS _ ^2r) 0 El M1-^ ` /7 , / CO RACTOR'S ME TELEPHO N' S CO TORS MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ t 20.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Penalty $ BUILDINGADDRESS PERMITFEE $ `QqQ, PLUMBING PERMIT Filing Fee 20.00 Each Trap 13L 7.00 LOT NO. S UBDNIS IONS NAME PARCEL MAP Solar or heat pump water heater 23.00 USEOFSTRUCTURE SF P( Duplex ❑ Mobilehome ❑ Other sPECIFv Water piping 15.00 JS -,( ,o Each gas water heater or vent 15.00 Q.0-0 Gas piping system 1 - 5 outlets 15.00 Is CO Building sewer 15.001 I5,LD TYPE OF WORK New Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Home ISI GI W @20.00 PERMITFEE Contractor $ O Q ELECTRICAL PERMIT Filinq Fee 20.'0'}00 , / l OR LESS ) Main Service 2 ( 20 0A 0oA OR LESS 23.00 9 i> L./ Main Service ( 200A To 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class I No. 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. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I ❑ 1 am exempt under Sec. Business and Professions Code for this reason < NEW CONST. DWELLING OCCUP, OR ADDNS. ( 8 ACC. BLDS. ) SO. 3.5d FT. NEW CONST.MULTI.OUTLET NON-RESIO. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATOUTLETUS ) 8 SINGLE Clq. Ex. Occup. (OUTLET OR FIXTURES) 20 Q 1.00 SAL SO Ex. Occup. OUTLETS(REso.)En ( ) 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' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating 3 1JCD Cooling IS.1:0 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 sha'I forthwith comply with those provisions. X Date Signature of Applicant - ❑ Owner Cl Contractor ❑ Agent An OSHA permit is required for excavations over 60" de p and demolition or construction of structures over 3yysttories in h fight. Mobile Home Installation Fee Is Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ y HAZ. D. FEES I FLOOD COF PARC PD HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMITEXPIRESON applicable provisions Resolutions to do work been paid. _Date (Dare) q�7 ReceiptNo. � v SS C ( -� © 3 WHITE•D.O.S.•B.D. CANAR •ASSESSOR PINK -INSPECTOR GOLDENROD•APPLICANT ����� '" "V-'��" �iA�B.+eVriV"'+�v,yv •..,r..v.rF�-`TAr R'T�io`�%';�T;,�y°`+. �iriri.`YYr.`E/ COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION OWNER 7 COUNTYCENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (916) 538-7541 �2r6 PERMIT APPLICATION DATA SHEET Proposed Building Use A. -W SF'_ Building Inspector,Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. ......' ................................. . 2. Plot plans, 3/4 sets, signed by preparer of plans . ......................... . 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ...........: . 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... 8. Engineered truss details and layout in,duplicate (required prior to plan check). . . 9., Mobilehome data and m nufa turer'int I ti nbe. n sets. 10. Fees of $ .................... 11. Impact fees-asshown on-attached-schedule=..� - +` - -76 12. California Department of Forestry plan approval/°`' "'l .145 ........... 13. Flood elevation letter (100 year flo d) by_ lifornia Engineer ................... 1 . Sanitation and plot plan approval ��11 Health Department . ............ 6 15. City of Chico plumbing permit . .......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ......i . Planning approval for (A) Use: (B) Parking: . A;66i 1.;70 Aax, 18. Contact Land Development about (A) Improvements (B) Drainage. .......... . 19. Driveway permit (construction approval required prior to occupancy). . . 20. Pre -inspection for to Buil pec4ns req�� required. . . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . .......................... 23. Owner -Builder Verification (Given to owner , Mail to owner ............ 24. Recorded -copy -of -Agricultural -Acknowledgement Statement . . ....1-.3 to - 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. L' etter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ..................... :.................. 30. Documentation of 50% subdivision developed'or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits- ............................ 32. Plan check list . ................................... . 33. Obi 1 Flu 34. When ou issue the e pig cess as follows: M to owner Mail to contractor. r, t Telephone " and hold for pickup at ��-ov U offic Deliver with inspector. Other ' Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior t pe mit is ua Irc Item not checked above). 1. Index permit for above items No. 4(��,y , / 2. Additional items required: T;Y-nv e, iP ,� r2PnrlJ��lirG, VOi✓l�blf7 �- -Yui-Sin Contractor, designer, owner, was ad�jsed of aboje required data by ✓ phone _ mail V Counter by _ Date Contractor, designer owner, w s dvis of above required data by _phone _mail Co nt by _Date Plans checked by Date �/( Plans approved by ) Date Sets of plans on hold -in File cabinet AP folder Copy. - Department of Public Works TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Aq, /-- j F MI!, �� cl__ Owner ] iv! firm Plan Approved for: Sewage Disposal Clearance for I bedroom home. Other JR.H. USE ONLY/ =�}'M PI. AU.&.d FW" Pluu AtdcW Scat to B.D. _[ ` T Water Supply: Public AP# Private Well Hold final for: Final clearance O.K. for: NOTE: 1' Environmental Health Specialist Date Q ro1) COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 OWNER A.P. # PROPOSED BUILDING USE SCHOOL DISTRICT FEES ( aid at District Office) �. SHERIFF FEES (paid at Building Division) Residential...... x =$ unit amt. Commercial (sq.ft.). x =$ 3. URBAN AREA FEES (paid at Building Division) Residential (per unit). x =$ #units amt. Commercial (sq.ft.). . x = $_ sq.ft. amt. 4 E RECREATION DISTRICT FEES (paid at District Office) THERMALITO DRAINAGE DISTRICT FEES $400.00 (paid at Building Division) SRA -FIRE INSPECTION AND PLAN CHECK 19.00 (paid at Building Division) 7. WATER TENDER FEES (BATTALION # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) OTHER DATE REC. # DATE REC At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. APPLICANT DATE �--'.-v—""'�..•""-.-.--�•......---••�.,:ti...:-.,r �'n'�:r'+%"�"ti� 'tit's-; -.v"�e'�'�•. ��`�^".'='w.,�i'w,.r�."�_,iY'"i'��r`..•' { ' r BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District scko C) Building Department No. A. P. Number Jurisdiction, City [���County Property Owner Property Locatic Subdivison Residential Development Commercial/Industrial Lot No. [O 0 Sq. Footage+ No. of Living MHI Addition ( roup R) Units �5g 0 Sq. Footage Now Arlrikinn (Including Exterior Roofed Areas) ?IM Dit6 16— (Floor Plans reviewed by School District Personnel) IcfldentificatioNo. 97,0039 V t School District C (Street Address) , has complied with the requirements of Resolution. No. representing square feet. School District Representative Paid by Check # Bank Number Paid by Cash (State) Q 166-" 1 6 W (Applicanty (Phone Number) (Zip Code) by payment of $ AB 2926 ; FULL MITIGATION Remarks: Aj - Date 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), -P nk (school district) I.eeformmkl (11/94)dmrr_____,/ And when recorded mail to: Building Division #7 County Center Drive Oroville, Ca. 95965 96-036109 NOT COMPARED WITH ORIGINAL DOCUMENT - . SEP 3-o 1996 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESmENTIAL DEVELOPMENT Section 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes. and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals. including. but not limited to herbicides. pesticides. and fertilizers. and from the pursuit of agricultural operations including, but not limited to cultivation. plowing, spraying, prunink: and harvesting which occasionally generate dust. smoke, noise. and odor. Butte County has estabiisYcd agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal. necessazy farm operations. All that real property situate in the County of Butte. State of California. described as follows: Lot 9, in Block 127, of Subdivision No. 3 of the Palermo Citrus- Tract, according to the official map thereof, filed in the office of the Recorder of the County of Butte, State of California, on the 2nd day of January 1889. State of California County of PROPERRTYY OWNERS.- J� �A On Oq ot6 1 g6 beforeme, Surnmr,,t ' Ac>har�j kabitc personally appeared PyP (d Fr KevS co --,\8 %^C y 3 pAe..rs. �ieFserutil. proved to me on the basis of satisfactory evidence) to be the p rson(s) whose name(s) jdare subscribed to the within instrument and acknowledged to me that befahe/tbev executed the same in hieihtr/their authorized capacity(ies). and that by hiever/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted. executed the instrument. WITNESS m%- hand and official seal. WANI COMM./1032981 f z j '®, ' NoloryPublic - Coli(ornio Signaturetoo Seal: ` SAN MArEO COUNTY - _.: My Coram. Ex6!e3 JUL 24. 144E �.P.is 47 ' _ - VOTE TO RECORDER: DO NOT RECORD THIS SIDE Instructions for recording Agricultural Statement of Acknowledgement: 1. Insert the legal description of the property in the space provided on the other side of this form. The legal description is the narrative description of the property - which will be on your deed. If you don't have access to the deed. the Recorders Office can provide this information. ( The description may be handwritten or typed in the space provided or attached on a separate sheet if more space is required). 2. Property owners must sign in the presence of a Notary Public and have the form notarized. 3. Make a copy of the form and then take the original and copy to the Recorder's Office at 25 County Center Drive, Oroville (the Administration Center building). The Recorder will record both the original and copy. They will keep the original and return the copy to you. Just bring the copy back to the Building Division at 7 County Center Drive. RECORDER'S FEES: 56.00 - I St. Page $3.00 - Each Additional Page RECORDER'S OFFICE HOURS: 9:00a.m. - 3:00p.m. (Monday - Thursday). OVER a HUG 27'96 14:40 FR N i TEK INDUSTRIES Til PIOSS LUMBER P.02/11 -==c<<<ACES-32 ver. 287950 'Customor - ORSITJX.)Tue. ug 27 11:27:16 1996 Project #: RH2107 Trues ID s AGB Fal& #h : 15/12 04 Si�au 26-0 Quantity : 1 P awn-asassns:=3anOCSaas=�=::t=Oaaa=a0ysaas==�=aiioaaaaa���i�ooa�:ss�aaaaazzsao=�: NOTES: III -Gable studl4 spaced at 16 incheS o.C., 2 -Brace vertical studs in accordance Tu�irH standard gable end detail 3 -Continuous bearingprovided alon entire bottom c zd 4 -Prov de 1104 plaleS at each end o gable stud unless othexvioe noted PLATE aFFuls cX;A Fi1,YxTOP):1j7 3,2),ISY*STRIC PLATIUC TURIIED 01) 3; 6-2-2 4X4 26-2 6-2-2 6-9-14 0 P, 6X6 8-0 10-0 5-0 3X5 L HL TO PF:4-1 R. RL TO PX :14-1 LAFT HEISWE:V 4-1 SPAN:26-0 RISE:5-9-1 RIGHT IEIGHT:0-4-1 LOADING CPS?) MAX STRBSSBS MINIMUM GRADE OF LUMBER L D TOP CHpRD:2XXX4 [No.i&Btr GG,RR DF -L TOP 20 '/ �CHORU 2 4 STAND RD GR DF -L BOTT 0 7 LL.DBBL.00=0.00 < L/360 a d ------ ------------ MMM�0w Osw- PI�1115----ri . no. c.REETTIVESZRESSNSUSa OOFMBERSai ptiLECTIDM(!M.) l.l+O.00,D.L�.00,T.L�D.00 , PLATES ARE MITER MYO-186,147 MAKRACIUMW Fi[N AKIN A 446 GRD A GALYAXIaD SJUMX 1 AS $Ham) PLATE 141ST RE INSTALLED O9 EACH FACE OF JOINT, EYMTRICALLT(EACEPT AS SOM)DESIGN aWFWG WITH 8DS DESIGN SPECS, USC-1COMPI-91 1912 DESIGN IS FOR TRUSS FABRICATION OMLY_fCQ PQRMAMEMT AND TEMPORARY BRAftM MICM !S ALWAYS REm)CaY41L1 BLDG ARCHITECT OR ENGINEER, AUG 2 7 1996 SEP.20.1996 4:01PM ==:<4<CACES-32 Ver. ORSILLO l.OB» » ___=====aa[ 349625 Fri Sep 20 11:09:52 1996 Cus omeT . Project #: RH2107 Truss ID Top pitch : 5/12 � Spa 26-0 - - • Quantity =_?_ -__ APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD WEBS 2-8= 2603 REACTIONS SIZE 1•-5900 3.50 1 -2* -11677 5-6■ 10628 2.3--7761 6.72 10628 2-7=-3818 _.._ 5■ -590D 3.50 -3-U-77617-8= 10628 3-7= 5665" 4-5=-11477 8-1= 106fg 6.6= 28603 .PLATE OFFSETS (X=LEFT,Y=TOP):(13=4,21,Ej6=4,131 ,.117=5,31,[l8=6, 1.51, (SYMMETRIC PLATING TURNED OH) 26-0 ; '{ F 6-0-4 6-11-T2 - 6-11-12 6-0-4 3: 6X8 3 317 - 10X10 . 3X7 A-11_19 6-0-4 6-0-4 6-11-12 X6 5 P/L& L. HL TO PK -14-1 R HL TO PK :14-1 LEFT HEIGHT:0-4-1 SPAN:26-0 RISE:5-9-1 RIGHT HEIGHT:0-4-1 LOADING (PSF) N� S:'REJSSES ===M=INIMUM GRADE OF LUMBER L D TOP 1-2=0.945 TOP CSORD:2X4 NO.1&Btr GR DF -L. TOP 20 71 BOTT 8-1=0.817 BOT CrAO2D:2X8 SS GR LF -L BOTT 0 7 LL.DEFL.@7=0.22 < L/360 WEBS :2X4 STANDARD GR DF -L PIL 1.15 PLATE `FGino. C. REPETITIVE STRESSES NO. OMEMBERS t - LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 5= 5( 5- 1. 405 -7 TO BE 2X4 Mo.t&8tr GR DF -L 5 LED TOO. W1 ROW(S) OF 16d NAILS 12 in. o-c.CTOP CHS.),AND 1 ROWS) OF 16d NAILS For W ROW of 16d NAILS 12 in. a.c. ii6{I11' L.Ls 0.22,D.LF0.15,T.L=0.37 PLATES ARE I 20.186,147 MANUFACTURFD FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHO PLATEARLgED ON EACH FACE OF JOINT, SYMMETRICAL LT(EXCEPT AS SNOYN)DESION CONFORMS Y THIS 0 IG IS USS FABRICATION ONLT. FOR PERMANENT AND TEMPORARY BRACING(WNICH IS 'ALWAYS A ..HUG 27'96 14:40 FR 1111TEK 1NDU5TRIES TO CI055 LUMBER P.01/11 ._««ACES -32 Ver. 1.0➢_•••-____! ( 287.949 ]==asQ�=====<e.<eMOSS�a»aaaessa Cu�4oM3; : ORSILLO Truss ID A gamily-#�7.l1Q47:11 1996 roject ! �o07 411antity :.14 Top P3.cch 5/12 as pan ••••�.r••:ars===��___-ssa==lr-���-.-_�ts�-_.==••as•••=====szs==s�aasa==as FQCr -. LOW CAS! Y1 KiACT10MS • size A►P20M FOR RITO( IM63TRIES INC. 1-2=-1615 S-6- 1455 [-/••sUl I -1010 3.50 2.33-14IR 6.70 999 3-7w US S•-1010 3.50 3.4--1.83 7.1- 1451' 3-6- 54.d 4-5=-1613 4-60-301 MATE 4FSSFTS(ISLEFT,TRTOP1:Ij7-3.21,(SYMETRIC PLATING TUQM CN' 3: 7-0 + 6-9-14 F 13-0 F, 19-2-2 26-0 y2-0 1 6-9-14 6-2-2 6-2-2 Q-9-14 4X4- $X6 3X4 F 8-0 18-0 i 26-0 8-0 10-0 8-0 1X5 L. HL TO PR:14-1 R. HL TO PA :14-1 UXLff KSIGHT:0-4-1 SPAN:26-0 l!tI5li:5-9-1 RIGHT HEI GHT:0-4-1 Mae- ass===Q=II= lt=.===L3Sl��-==__�--__======C.a --ME s=vp--s--------���-ta'ifl='7CL'--7'L. LOADING (PSP) MA.`C STRESSES MINIMUM GRADE OF LWMER j�'pppp L D TOP 1-2=0.35852 TTgCO��P1 CHORD:2X4 No.I&Btr GR DF -L 90ZT ' 20 7 L�DEFL 07=6 - 7 .. L/360 WS :2X4 STPD GR DF-L -.••w-srlrwwwwwww•ww•w..r•ss.w.ww.�s•ss.vac-ns•-�.:�cvcc�saccc���_r-_-_-_-__rss.� 3TR.INC.: LUMB - 1.15 PLATE = 1.15 SPACING • 24:0 in. 0. C. REPETITIVE ' STRESSES USED 14U. - OY ML{MBERS w 1 lefLCCTION(IM.) L.L- 0.07,D.L-0.OS,T.L-0.12 ISVSS NAS BEIX MUD FOR 10 PSF NON-CONOVRRENT LIVE LOAD A90 5.00 "P DUW LOAD ON SOTTOR CKM PER TARAjl g2 YBe 1§ 6 20 11ATE9 ARE M1TIC 1-186,147 MANUFACTURED FT101 ASTM A "6 GO A GALVANIZED STEFL(E�WT AS SWWA) Ai7j7 j( 11 7 )LAT[ MIST BE INSTALLED ON IACM FACE OF JOINT, SYM)CTRICAILY(raMPT AS shlOW1)DECIGN CON►0RlB WITH NDS D68101 6T'ECB, (BC-ICIO,TPI-91 MIS DESIGN ID FOR TRV-- FADRICATION ONLT.FOR KPJWEMT AND TEIIPORAAT BRACINOCWHICR IS ALWAYS RCmiWMSULT BLDG A�CI{iiw DR INGINICR. com>,9 CM94Dg6 SEP.20.1996 4:02PM IIV. roo .==«4<ACES-32 Ver. 349626 Customer ORSILLO Fri. pamgep 20 11:09:58 1996 Project #: RH2107 Truss IDQuantity : BSG Top Pitch t 6%12 Span 25-0 _ Quantity 2 Top TOP CHORD BOTTOM CHORD Y6B! REACTIONS - SI2E APPROM FOR NITEK INDUSTRIES INC. 1-2-2038 5.6= 1846 2-7=-503 142-1176 3.50 2.3n-1813 6-70 1192 3-7= 712 _ - _ 50-1174 3.50 -3-4::1813 7-1z 1846 3-6w712 - 4-5=-2036 4-6=-503 PLATE OFFSETS tX•LEFT,Y=TOP):-tJ7s3,2I,CSYKMETRIC PLATING TURNED ON) 0 6"6 3x� 25-0 1.5- X3.5' NOTCHES 0 48.O.C. ALLOWED FOR OUTLOOKERS IN TOP CHORD EXCEPT IN AREAS NOTED. 6 X 4 PLATES 0 24- (TYP) ALONG TOP -CHORD- -Q1 8-a 9-0 8-0 2-0 L. HL TO PK:13-11-11 R. HL TO PR :13-11-11 LEFT HEIGHT:0-0-4 SPAN.25-0 RISE:6-3-4 RIGHT HEIGET:0-0-4 LOADING (P F) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP - 1-2=0.5'7 TOP CHORD:2X4 No.I&Btr GR DF -L 20 7 BOTT 5-6=0.S03 BOT CHORD:2X9 No 1&Btr GR DF -L BOTT 0 7 LL.DEFL.@6=0.08 < L%360 WEBS 2X4 STAXIDARD GR "F -L' LUMB 1I'1.15 FGino. C. REPETITIVE STRESSESNOTUSEDNo.00MEMBERS i LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPO 1 1.15 1.15 UNIFORM 1- NOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GABLE END DETAIL, CONN. Y/134 PLATES AT EACH E DEFLECTION(IN.) L.LT 0.08.O.L=0.06,T.L■0.14 O PLATES ARE NITEK M20-1$6,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUSTAE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SNOYN)DESIGN CONFORMS WITH ND ��ECS, U -91 THIS OES[eg,S FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(YNICH IS ALWAYS RECD) ,� 6LOG NEER. l�..�4 d}CIVIL d�- � t)Lr. . CU - 1770 -4 - rJrJri 1 =—=<c4EACES-32 Vas 1.OB» » ______�___[ 349622_j=====l=====<c «MOSS> Cus omer : ORSILLO Fri 20:11049:38 1996 Pro'ect #- RK2107 Truss ID .• B T Pitch 6/12 r =7SSpa 25-0 Quantity 5 Top pai=—C=C25-0 ===�i�lil==s===3t!!9li=��0!lamas==a====l=O��=il=+!!=!!zlaa. FORCES - LOAD CASE :F1 REACTIONS - SIZE APPROVED FOR MiTEK INDUSTRIE9 INC. 1-22-1334 5-6= 1135 .2-7••280 1=-953 3.50 _2-3=-1196 6.7. 803 3.7= 439 5■ -953 3-30 3~4••1196 7-1. 118 3-6a 439 4-5=-1334 4 -0■ -280 PLATE OFFSETS (X=LEFT,T•TOP):[j7-3,21,(SYMMETRIC PLATING TURNED ON) 3: 6-6-4 5-11.12 5-11.12 6-6-4 4J4 8 8-0 g_0 9-0 s5 L HL TO PR:13-11-11 R HL TO PR :13-11-11 LEFT HEIGRT-0-4-3 SPAN -.25-0 RISE:6-7-3 RIGHT HEIGHT -.0-4-3 LOADING- (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L L TOP 1-2=0.352 TOP CHORD:2X4 No.I&Btr GR DF -L TOP 20 7 BOTT 7-1=0.552 BOT CHORD:2X4 No 1&Btr GR DF -L. BOTT 0 7 LL . DEFL . Q6=u . u5 < L/3ov- 9e'E8S --_--2X4 STANDP?D-=?t-DF_L STR INC. yLUMB - 1.15yPLATE = 1.15 SPACING • 24.0 in. o. c. REPETITxVE STRESSES USED N0. OF MEMBERS 1 4 DEFLECTION(IN.) L.L- 0.OS,0.L50.03,T-L=0.08 LZ i � 21 1 TRUSS HAS BEEN CHECKED FOR 1D PSF NON-CONWRRENT L[VE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TAB B C- PLATES ARE MITEK 0-186,147 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOW) PLATE MUST BE INS LEO EACH FACE OF JOINT, SYMMETRICALLY(EXCSPT AS SHMM)OESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN Aff S RICATION ONLT.FOR PERMANENT AND TEMPORARY HRACING(UHICH 1S ALWAYS REQD)CONSULT BL OR INGINEFA. NO. C049919 D(F. 9.n96 00 CIVA. 1R ��� SOF Cgtlt'O SEP.20.1996 4:00PM =::c<<<ACES-32 ilex l . OB»»-=-____=__ ( 349623«MOSS ustomQr ORSILLO Fri Sep 20 11:09:43 1996 ro3ect #: RH2107 TrusS•ID B1 Family # 104 Span : 25-0 _ --- Quantity 8Top Pitch -_6/12 o-:s:naaaeasa====ssa=as=-s_--= l==sO ossa:ac aac==so=osns===ma==so=as=a FORCES - LOAD CASE 91 REACTIONS - SIZE APPROVED FOR NITEK INDUSTRIES INC - 1 -2=-1334 5.6= 1185 2-T=-280 10-840 3.50 _2.3=-1196 6-72 803 3.7v 459 - 5=-953 3.50 314=-1196 7-1■ 118- 3.62 439 - 4.5=-1334 4-6�-280 PLATE OFFSETS (Y=LEFTY=TOP):117=3,2I,(STNMETRIC PLATING TURNED ON) F 6 N t onnem cuss w yn ua. with Simpson or equal I Ila 6 _ hw4ff. 12--6 18-5-12 25-0�1�8—� 6-6-4 5-11-12 5-11-12 6-6 < 4X4 - i 5X6 4X4 8_0 17-0 F 25- 8-0 9-0 8-0 (5 6 L RL TO PK:13-11-11 R HL TO PK :13-11-11 LEFT HSIGHT:0-4-3 SPAN:25-0 RISE:6-1-3__ RIGHT-HFsIGAT:O-4_3---- LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.352 TOP CHORD:2X4 No.l&Btr GR DF -L :OP 20 7 BOTT 7-1=0.552 BOT CHORD -2X4 No.l&Btr GRDF-L 80 0 7 LL.DEFL.@6=0.05 < L%360 WEBS __--:2X4--j1lilVL-' """[y"LCL V " GR DF -L_ ==. •-�caaZa=i���C-=ur. EPISS1ETE 1.15 FG = o. c. REPETITIVE STRESEUSD NO.OMEMBERS I DEFLECTION(IN.) L.Lm 0.03,0.1=0.03,T.1.=0.08 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON IOTTON CHORD PER TABLE 16-8 UBC -94 PLATES ARE MITFIC 1120.186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN)f p b 1996 PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS D f6N S CS, UBC-1LBO,TP1.91 THIS DESIGN IS FOR TRUSS FAIRICAT OHLT.FOR PERMANENT AND TEMPORARY 9RACING(UNICH I3 ALWAYS REGD)CONSULT SL OR ENGINEER. .�, NO. C049919 QP, 9334�6 G q c/0. �P ��j� Of cAL�d� SEP. zt�. ly'jb 4 � Uirf'I ===<c<ACES-32 Ver. 1 .OB»» -__=_ � 349624 ]==___=====-"«MOSS»»__=====z= _--- Fri Sep 20 T09:48 1996 ProPus om�ar RH210ORSIL7O Truss .I1) B2 Family # :4 Span t #: RH2107 Quantity 6 Top Pitch .12 Span 25-0 s=szcc==a=o9s FORCES - LOAD CASE 111 REACTIONS - SIZE APPROVED FOR MITiK INDUSTRIES INC - 1 -2w-1334 5-6= 1185 2-72-280 1=440 3.50 _2-3x-1196 6.7. 803 3.72 459 ,_-• _ _ _. 5s-840 3.50 3=4•-11% 7.1■ 118L 3.6■ 459 4.51-1334 4-6-280 PLATE OFFSETS (X=LEFT,T=TOP):ti7.3,21 ASYMMETRIC PLATING TURNED ON) 3: _ 12-6 19-5- 12 25-0 1-6-4 5-11-12 5-11-12 6-6-4 4X4, Connect truss to girder 5X6 3X4 with Simpson or equal LA 16 hw9er. 8_0 i 17-0 25-0 8-0 9-0 a-0 i.5 1 L. HL TO PK:13-11-11 R. HL TO PK :13-11-11 LEFT HEIGHT:0-4-3 SPAN:25-0 RISE:6-7-3 RIGHT REIGHT-0-4-3 - LOADING (PSFL MAX STRESSES MINIMUM GRADE OF LUMBER j, „ TOP 1-2=0,352 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 20 7 BOTT 7-1=0.552 BOT CHORD:2X4 No 1&Btr GR DF -L, LL.DEFL.@6=0.05 < L'360 'WEBS : GAY S'^"";DARD GR DF -L• 80TT 0 7 � _ ,,-,',;D ARD � _= STR.INC.: L B = 1.15 PLATE = 1.15 SPACING 24.0 in. o. c. REPETITIVE STTRESSES.USED N0. OF MEMBERS = 1 DEFLECTION(IN.) L.Lm 0.05,D.L80.03,T.L=0.08 n TRUSS WAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TA 6 nr_I7 PLATH ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GAD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWH RESIGN CONFORMS WITH NDS DESIGN SP " - CBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY 9RACING(WHICH IS ALWAYS REQD)CONSULT ENGINEER. NO. C049919 L(P Sr,U96 U �x AUG 27'.95 14:43 FR 11I1 TEK I NDU5TR I ES TU riU55 L- U.1'1 DCR I . VU• 1 1 l , Og..�.r--„--z.:= ( 297956 ssa:a�aaos=««M,�� 5»»=--ssaaam =a-.:.<ACSS-32 Ver. Tru66 ID C �. c� P Aug 1996 IsG�ucr ORSILLO Project #: 210 4 =pp Pitch 5/12 Span uantit 1.-0 Ql.ees Y=:aa.====aaso ass==sseomma:s..==s:�aaaaz _-----�---m--==sem---AAOWAM FOR MITER IMOUCTIIiS INC. FORGES - LOW Gla! /M RCACTTOMO - Sl?F 1.2* -50t 3-” 460 2-40 82 T■-SSt 3.30 2.3=-501 A-1= Aho x-536 3.50 (ITMIRIC PLATING TU MED ON) 6-0 1 6-0 4x4 9-0 + 12-0— r 6-0 6-0 L. HL TO PK:¢ -6 R. HL TO PIC :6-6 LEFT BEIGH'T- -4-1 SPAN:17-0 RISE:2-10-1 RIGFTT HEIGHT:0-4-1 LOADING (FSFZ MAX STRESSES MINIMUM GRADE OIC LOOM L D TOP 1-2=0.325 TOP CHORD:2X4 Nu.l&Stz GR DF -L TOP ?0 7 BCYrr 3_4-0.249 BOT CHORD: X4 NO.I&Btr GR DF -L $OTT 0 7 LL.DEFL.04=0.01 < L/360 WEBS I X4 STANDARD OR DF -L ZZs i - . i-- - = = - = = a / -.- Z. - a-- a s a = = = G= am = n Z.= r-- a s = = - = - a - -- - - - - - - - - - - - - - - -----i - STR INC.: L� - 1.1S PLATS = 1.15 MACING - 24.0 in. 0. C. RRDETITIVE STRR. V.S USRfl N._ OF MFMAFRS = 1 UtiLOCTWHUM.) L.L- 0.01,o.LZO.O1,T.L-0.02 TRUSS HAS BM CHECKED FOR 10 PSF M011-CCWOJ ENT LIVE LOAD PA 5.00 FSF DW QQ ON XTT M --)= Pa -R TAS'-: 16-5, UBC -94 PLATEC ARE MITEC On-1Rb,1L7 MANLIFACn2M FRCM ASTM A LAA OSD A GALVANIZED S'MEL(M97 AS SKEW PLATE MUST BE INSTALL60 ON LCH FAIL OF JOINT, SYMMIT21CALLY(EXCEPT AS SHIMM)MICM COMFOWN WITH MDC DESIGM s0iC4, UBC.ICsO,TPI-91 THIS DESIGN 15 rat TRUSS FABRICATION OMLY.FOR PERMAMIMT AND TEMPORARY BRACINO(WHICH IS ALWAYS REOD)COIMLT OCDO ARCHITECT OR ENOINEER- AUG 2 7 1996 w==-32 Ver. [ 287957 )==tea====gcq �7yi1�2750-1996 lag Omer ORSILILOFaatiil101 roje�et # : RH210 Tess ID : Cl y # Sp : S b Quantity . 1 Top Pitch 5/12 - ■LC-�s----- -��--_���--__--o aeece=9�l•._��vs7ss=1�7_�7♦s♦♦7♦�=-:0_ I MITRK I DUSIR IS �! FOICIS - L%W CAST iI REACTIOM9 81i= APPROM f0t MITEN IfmtfSTfiFQ IItC. 1-2=-1A0 4-1■ 147 2-4-216 T=-415 3.50 2.3. 0 4=-279 3.50 )-4 -04 (STMIRTRIC PLATING TLWM[0 OM) 2 6-0 -6 4X4 13R.oC1tlFlt# a BRACIM AEOUMM AT SUPPORT: SX4 ZL's -70 L. BL TO PK:6-6R HL TO PK :2-8-8 LEpT IEIGIIT-0-4-1 Sr'AN:8-6 RIS8:2-10-1 RIGHT xRi=r:1-9-9 -Sa.aaoaaoaOtR}aaazaao..2c-.....=issL'��=7..sss-anasaac==n.aa�occaoe=ccsas�_-_���oa LOADING (PSF) MAX SIiFJt fSSS TIN GRA SOF LUMBER L D TOP 1- -0.308 TOP S :2 4 No.l&Btr GR DF -L TOP 20 7 BOTT 4-10.435 BOT ORD:2X4 No.I&Mtr GR DF -L 7 LL.DEFL.@0=0.00 c L/360 WEBS :2X4 STANDARD OR DF-L =:czs�aooeaa==�====a�a�=3amnvaa.ocasaaa_eooaas=aasiSas=�=-ia..=-�ZIIC-==s=oa STR.INC.I LUMB - 1.15 PLATB 1.15 SPACING • 24.0 in. o. c. RBFETITIVB S aESSMS USED NO. OF xmE mmw 1 DEFLECTInVON-) L:L2 0.00,D.L=0.00,T.L•0.00 TIMM US SEEM CMFCZM FOR 10 M AOM-CWtMRYT LIVE LOAD Alm 5.00 PSF DEAD LOAD f1d 20TT(H CHORD DEM TABLE 16-8, UBC -96 PLAT23 ARI MITEK MZO-106,147 PAXUFACTA90 FUM ASTM A 4" 00 A GALVAMIUO STCELCOUMPT AS SHMAt) PLATE XJST BE INSTALLED ON L d I'AQ Ut JVIMI, 3jAft M11:ALLTLE)ICEfoT AS SMOIsi)0fsIGM COMFORM VITM 005 OESIGM SPCG3, U5c,ICb0,TPI-91 —fe nsatry fitMnR T2USS FASRICATIOM ONLY.FOR KMO)IF•lIT AMD TEmPRtART BRACIMA(YMICM IS ALWAYS REm)CUSULT WG ARCHITECT CR ER6LXM- AUG 27'95 14:44 FR NITEK INUUSTRIE5 TO NU55 LU198EK r.It ii -�=....ACES-32 Ver. 1.OBa•�•=-=�==ad=s[ 2a79S9 ]==a=====iso«c<MppggS>»>aa�==•=aa Tue , Au 27 11.:27:57 1996 cm outer ORSILLO Truax ID Ddb Pithily # : 104 pro- c - 107 Top pitch : 5/12 Span 22-0 Q=r itY 2 z=a.aoseaazas==ssoSaes=saaaa -aaara--��_.a���-avaa===ass�S�=�aa�0lOq��=iii==Z33i NOTES: 1-<iable studg spaced at, 16 inch s 0.c., 2 -Bracio vertical Muds in aC4or nce xith standard able end detail 3-��nt�riuou De z n rovideC on entire bottom cPiord 4 -Provide i]4 p a el t each en o gable stud ualess otherwise noted pLATE OFFSM3 (X-UFT,V~):IJ7-3,23,(VVWWTAIC PLATING TYR= CN) M 3 5-9-14 5-2-2 5-2-2 3-9-T4 4X4 3 �4-O I -o I 8-0 6-0 8-0 L. TTT, TO PK:11-11 01-11 LEFT IMIGHT:0-4-1 'SPAN. -22-0 RISE:4-11-1 gg,NGi-4-1. -'a aa�.�3�a ►a 7.-�-araa��--���--a � -r----�-ia.T 73i-�-vv�aao :acaaaarr.ar.rrrrriifeaII• LOA=N(pgF) MAX STRESSES MINIMUM GRADS OF LUMBER 8,R g L D TUp ('.ii0 RU: T TOP 20 7 BOT CHORD: 2X4 BOTT 0 7 LL.DI3I'L.t�0-0.00 L/360 %MBS _ :2X4 STANDARD CR DF -L sOTsc�aaLLDoco=sa��aco.:assocc=css� =i.'��ZS---QIIQiIIT..7��s=o�aocss RBPBTITIVBLUMB Si'RESSBS1USED TE 1.15 XgAC�� 4. illi O. C.ER DEFLECTION(IM.) L.L= 0.00,O.L-0.00,T.00.00 PLATES ARE NITEK N20-186.1/67 NANUFAC11M FRM ASSN A 446 GRD A GALVAHIZM STEEL(E MPT AS SHOW) PLATE MUST BE INSTALLED ON EACH FACE nF JnINT, SraETRTrAIIT(FVrF AS SMnWM)D4S1G11 ClAIfOp)6 WITH LIDS DESIGN S➢EC.4, MC-IC80,TPI-91 THIS OE310 12 roR TRU-- FABRICATION ONLY.FOR KRKVMKT AIM TEMPORARY BRACING(WHICH 18 ALWAYS RECD)=Sft"'� --9f OR SACINw- ** TOTAL PAGE -011 ** RUG 27'96 14:43 FR MITEK INDU5TRIE5 TU PIU55 LUMBER P.10/11 287958 ]---�,•- "=«ccM4gS»»oess:s os s.ccc,.ACES-32 Ver. 1.0E»»----rrr�rs 7110 UyS#27.11047:S3 1996 Customer ORSiLLO 1y Pr03Qct #- RE2107 Truss ID D4 'TOP P1LCh 5/12 Span 22-0 Quantity -sorran��= S!- wa------as_�ifZ ZSlSii�.7iiZ :sayst-xc CIS -Lw cAn 000-rsa-r----s.••• KACIICNS - Wn APP2WW FOR WEN INNST21E9 INC - 1 -22-1333 - L(122 use fr1 t■ -871 s.w t-2:.1333 S -dam 12Z! �'�'-� � gs.876 2-3- 1134 i-7- 654 3-7- 353 3.50 y-4-1134 T-1= Ia3 4-66-266 6- i-59-1333 PLATE OFFSETS 1x-LSLT,Y=TCP)s(j7■3,21,(SYNW.TNFr. PLATtYG TURNED ON) 3; L- - - 5-9-14 5-2-2 6-2-2 S-4-14 a(4 S 8-0 6-0 8-0 I$ s L. HL TO'PR:11-11 R. EL TO PR .11-11 LEFT HEIGHT:0-4-1 SPAN:22-0 RISB:4-11-1 RIGHT H31GHT:0-4-1 e==eai-__--..�=Qa-==men.evaaasss==xs==a===�sxxaaaaaasr=coCaxexa=00=a=sxaaa=sssxoo LOADING REV MAY. STRESSES MINIMUM GRADE OF LUMBER L DTOP 1-2=0.268 TOP CHORD:2X4 NO.l&Btr GR DP -L TOP 20 1 BOTT 7-1a0 412 BOT� �iORD:2X4 NO.I&Bcr GR DF -L ROTT 0 7 LL.DEFL.07-6.05 < L/360 WSBS :2X4 STANDARD OR DF-L --=c:-rr--r--rr-...•rrrrrr.rr.r--- ------ -------ss-- ----- ��--v�--¢-: -T* C_ ;-.UR-M = 1.15 PLATE = 1.15 SPACING - 24.0 in, 0. C. R.SPETITIVE STRESSES USED NO. OF MS1�ER5 = t DEFLECTIONCIY.) L.L- 0.05,04-0.03,T.L-0.08 TRUSS NAS 6@EN CxtutD FM 10 PSF NQI-cwKL ENT LIVE LOAD AND 5.00 PSF OEAD LOAD ON WTION EJM PER TAB" ,r7l, 94 PLATES ARE NITEK 10-186,1467 NA WACiiJ O FROA ASTM A iib GRD A GALVANIZED 9TiEL(E(CEPT AS SM) A�� �s PLATE 4UCT 9E IYSTALLED ON SAM FACE Of JOINT, SYMETAIC:ILLLY(EYMPT AS SUMV)DESIGY CANF(1R115 YITM NDS OESIG7i S9Ect,e-ICSO,TPI-91 THIS DEslaw IO FOR TRUES FADRICATION ONLY.fOR Peb"ENT AND TOUVRARY ORACINCCIIBICN 19 ALWY6 REOD)CWVATBL�OR OIGINGER. •5,� cava t� cu dll�' RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY 1 • • i Di 1: / • PLAN CHECKER: M—i le� A- P. NLTMBER: 0,:;),7 — 270 — D 38 GENERAL: Zoning requirements: (side yards and number of permitted living units). (AW 40 rean&ve YV D Valuation. Plans signed by designer. Proper description of work on application. 5 Existing violations on property. 6 Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. PLOT PLAN: �1! Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Ci` Other buildings or structures. Grading, fills and/or drainage. 5. Flood hazard. 6. Special conditions on creation map (Noise, S.R-A., Fire Sprinklers, Water Tender, Trees, etc.). 7. F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). ,3! Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). ii Glazing in Hazardous Locations (Section 2406). ,Ci Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). �K. Lights, switches, receptacles, and exterior receptacles for mainteriance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. .1.0- Garage firewall, door size and closer (Section 302.4). Minimum of one 3'0" exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). 14. Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: ,1! Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.1 1.3). }�� Clerestory requu-ing balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. k"'/ Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and tale. if necessary. Garage door and/or porch header sizes. Stud heights. 1,3/ Adobe soils - special foundation design. J.4" Retaining walls requiring design. Special Inspection requirements. Header size. OD Sheetrock nailing inspection required? July 1996 3.2 MISCELLANEOUS ITEMS TO LOOK OUT FOR: /l' Stairway details: landings, rise and run, head clearance, handrails (Section 1006). �2! Guardrail details (Section 509). Brick or stone veneer (Section 1403). ft! Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering (Section 1501). 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. Ile Two exits on three - story dwellings (Section 1003). ,k1' Underfloor access and ventilation (Section 2317.7). J.Y. Attic access and ventilation (Section 1505). 13. Combustion air for fuel burning appliances - L.P.G. requirements. A4. Noise requirements on duplexes. Energy design. Flashing at all exterior openings. C.D.F. responsible area requirements. July 1996 3.3 Permit Applicant: geye, Permit Number: ! Z O Assessor Parcel Number: 276 ' 6�g Dater i The above referenced building . plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications and calculations as follows: �x g rders Z nofec� On o� ,� /oc oviGl2.. I oca,�ior� USG �� t& /� .. �OZj i' lG�adin •�Ou;. �ro vi de f rums wh ch y ��o�►� n� erg • i9oode . a IOc°� If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. L II)L-61-6 06y-1 CERTIFICATE OF COMPLIANi=E: RESIDENTIAL Page 1 CF -IR Project Title.......... AKER HOME Date........ 08/21/96 Project Address........ MONTANA AVE. -----c-�j--------------- PALERMO *v4.50* `& -ZO z ; Documentation Author... WILLIAM H. FOX ******* 1 Buildinq Permit # Foy: Company 1. 9-16 - T f 3995 Olive Hwy. 1 Plan Check / Date Oroville, CA 95966 It ; 916-533-2730 1 Field Check/ Date Climate Zone........... li --------------------- Compliance -------------------- Compliance Method...... MIC:ROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-ORS1476E Wth-i_TZ11S9' Program -FORM CF -IR User#-MP1809 User -Fox Company Run-ORS1476E ------------------------------------------------------------------------------- GENERAL INFORMATION Conditioned Floor Area..... Building Type .............. Construction Type ......... Building Front Orientation. Number of Dwelling Units... Number of Stories.......... Floor nor Construct ion Type... . Glazing Percentage......... Average Glazing U -value.... 1476 sf Single Family Detac=hed New Front Facing 90 deg (E) 1 1 Raised Floor 16.3 % of floor area 0.54 Btu/hr-sf-F BUILDING SHELL INSULATION ------------------------- Component Frame- Cavity Sheathing Insul Assembly Interior Type Type R -value R -value R -value U -value Locition/C:omments Wall Wood R-17.8 R-0 R-17.8 0.065 outside, Outside Roof Wood R-11 R-19 R-30 0.031 Attic Door n/ a R-0 R -n / a R-0 0.330 Solid Wood Door n / a R•--0 R -n / a R-0 0.330 Solid Wood Floor Wood R-19 R-0 R-19 0.037 2 FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window- Front (E) 30.0 0.540 2 Drapes.Std Nene Yes Vinyl Window, Front (E) 5.0 0.510 2 Drapes.Std None Yes Vinyl. Window • 'Front (E) 20.0 0.540 2 Drapes.Std None Yes Vinyl Window. Front (E) 6.0 0.540. 2 Drapes.Std None Yes Vinyl Window Front (E) 6.0 0.540 2 Drapes.Std None Yes Vinyl Window Left (S) 15.0 0.540: Drapes.Std Nene None Vinyl Windows Left (S) 10.0 0.540 2 Drapes.Std None Nene Vinyl Window" Back (W) 10.G 0.540. 2 Drapes.Std Nene Yes. Vinyl Window. Back (W) 6.0 0.540 2 Drapes.Std None Yes Vinyl Window. Back: (W) 20.0 0-540 2 Drapes.Std 'None BUTT s.(;:(y,��y�;�rii�l� Window* Back (W:> 6..0 0.54.0 2 Drapes.Std Nene Yes Vinyl Window Back (W) 14.0 0.540 2 Drapes.Std None f Yes:;ry1srlyly EN -F Window- Doer. Back Right (W) (N) 25.0 33.0 0..540 0.510 2 Drapes.Std Drapes.Std Nene None Yes Vinyl YesV� Window. Front (SE) 10.0 0.540 2 Drapes.Std Nene Yea Vi'n�� CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R Project Tit.le............... AKER HOME Date....,..... 08/21/96 MICROPAS4 v4.50 File-ORS147EE W-th-CTZ11S9 Program -FORM CF -IR' f User#-MP1809 User -Fox Company Run-ORS147EE FENESTRATION # of Interior Over - Area U- Pan- Shading/ Exterior hang/ Framing Orientation (sf) Value es Description Shading Fins Type Window Left (SW)- 10-0 0.540 2 Drapes.Std Nene Yes Vinyl Window Bach:: (NW)e 7.0 0.540 2 Drapes.Std. None Yes Vinyl Window Right (NE)- 7.0 0.540 2 Drapes. Std None Yes Vinyl HVAC SYSTEMS ------------ Mini mum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type Furnace 0.800 AFUE Attic R-4.2 Setback ACSp 1 i t 10.00 SEER Attic R-4.2 Set bac 1:: WATER HEATING SYSTEMS --------------------- Number Tank External in Energy Size Insulation Tank: Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.60 EF 50 R-0 SPECIAL FEATURES/REMARKS --------------------------- BUTTE COUNTY APPROVED CE RT I I =:ATE OF COMPLIANCE: RESIDENTIAL Page 3 CF --1R Project Title.......... AKER HOME Date........ 08/21/96 MICROPAS4 v4.50 File-ORS1476E Wth-CTZ11S92 Program -FORM CF -1R User#-MP1809 User -Fox Company Run-ORS1476E , -------------•------------------------------------------------------------------ COMPLIANCE STATEMENT -------------------- This certificate of compliance lists the building features and performance specifications needed to comply with Title -':4, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER DOCUMENTATION AUTHOR Name.... STEVE ORSILLO Name.... WILLIAM H. FOX Company. ORSILLO CONSTRUCTION Company. Fox Company Address. 4296 OLIVE HWY. Address. 3995 Olive Hwy. OROV I LLE CA. 95966 Or ov i l l e, CA 95966 Ph c -n e ... 532-1131 Phone... 916-533-2730 License:. B-542034 Signed.. _ Signed... (date) (date i ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. (date) BUTTE 'PA' 6WENT APP8q0VEUr% MANDATORY MEASURES i:HECFLIST: RESIDENTIAL Page 1 MF. -IR Pro.ject Title..... AKER HOME Date......... 08/21/56 Pr o.j ec t Address............. MONTANA AVE.. x ** **-------------- PALERMO *v4.50* p Documentation Author... WILLIAM H. FOX Buildin-g Permit # Fox Company ; 3995 Olive Hwy. f Plan Check: / Date Or civ i 1 l e, CA 9536£ 1. 916-533-2730 i Field. Check/ Date Climate Zane............ 11 --------------------- Compliance Method....... MICROPAS4 v4.50 •fo.r 1995 Standards by Enercomp, Inc. ---------------------------------- M.ICROPAS4 v4.50 File-ORS1476E Wth-CTZllS92. Program -FORM MF -IR User#-MP1809 User -Fox Company Run-ORS1476E Lowrise residential 'buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the.Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce- er merit •*150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(c): Minimum P.-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in conc=rete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor trarismission rate no greater than. 2.0 perm/inch. 118: Insulation. specified or installed meets CEC quality standards. Indicate type and form.. 116-17: Fenestration Products,Exterior Doors and Infiltration/ ex -filtration controls a. Doors and windows between conditioned and unconditioned spaces designed to .limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doers 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 CEC quality standards. 150(e): Installation of Fireplaces, Decorative vas Appliances and gas logs 1. Masonry and factory -built fireplaces have: r a. Closeable metal or glass doer Stip COU b. Outside air intake with damper and control ���� c. Flue damper and control � �`�� . -V 2. No continuous burning gas pilots allowed. I � ��V M`ANDAT'ORY MEASURES CHECKLIST: RESIDENTIAL. Page 2 MF -1R Project Title.......... AKER HOME Date........ 08/21/96 MIC:ROPAS4 v4.50 File-ORS1476E Wth•-CTZ11S92 Program -FORM MF -1F. User#-MP1809 User -Fox Company P.un-ORS1476E , SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM. MEASURES ---------------------------------------------------------------- Design- Enforce- er ment 110-13: HVA(: equipment, water heaters, showerheads and faucets certified by the CECT. 150(i): Setback thermostat on all applicable heating systems. 1500): Pipe and Tank insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-1 or greater) or combined interior/exterior insulation (R-16 or greater). 2. First 5 feet of pipes closest to water heater tank, non- recirculating on- recirculating systems, insulated (R-4 or greater) . 3. All buried or exposed piping insulated in recirculating_ sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect h� �t .water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC: sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. . Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily acc=essible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for . outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired central furnace, pool heater, spa heater or household cooking appliance have no continuously burning . pilot light (Exception: Non -electrical cooking appliance with pilot <:: 150 Btu/hr.) . LIGHTING MEASURES Desiqn- Enforce- er ment 150(1): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiliAny fixtures IC (insulation cover) approved.G� 6 COMPUTER METHOD SUMMARY Pane 1 C -2R Project Title........... AKER HOME Date........... 08/21/96 Project Address........— MONTANA AVE.- --------------------- PALERMO *v4..50* ; ; Documentation Author.... WILLIAM H. FQX ******* ;. Building Permit # ; Fox Company 11 3995 Olive Hwy. ; Plan Check / Date ; Or ov i l l e, CA 95966 ; 916-533--730 ; Field Check/ Date ; Climate Zane................ 11 --------------------- Compliance Method-.,.-.... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. ; MICROPAS4 v4..50 File-ORS1476E. Wth-CTZ11S9' ----------------------------- Program -FORK C -'R ; User#-MP1809 ------------------------------------------------------------------------------- User -Fox Company Run-ORS1476E ; _ MICROPAS4 ENERGY USE SUMMARY ----------------- = = Energy Use ---------------------------- Standard Proposed Compliance = = (kBtu/sf-yr) Design Design Margin - - Space Heating.......... 12.24 11.51 0.73 = = Spar=e Coolin.g.......... 1.4.29 1.74 1.55 = = Water Heating.......... 14.34 13.80 0.54 = - Total 40.87 38.05 2.82 _ - *** Building complies with Computer Performance.*** _ GENERAL INFORMATION Conditioned Floor Area...... 1476 sf Building Type............... Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 90 deg tE? Number of Dwelling Units... 1 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Raised Floor Number of Building Zones... 1 Conditioned Volume......... 11808 cf Footprint Area ............. 1476 sf Ground Floor mor Area.......... 1476 sf Slab -On -Grade Area......... 0 sf Glazing Percentage......... 16.3 % of floor area Average Glazing U -value.... 0.54 Btu/hr-sf-F Average Ceiling Height..... 8 ft 8(J L� 7TS C{7)` Al 4'7 P �G �- �. ko, COMPUTER METHOD SUMMARY Page 2 C -2P, Project Title.......... AKER HOME Date........ 08/1/96 MICROPAS4 v4.50 File-ORS1476E Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-ORS1476E , Zone Type HOUSE Residence BUILDING F1 o it Area Volume (sf) (cf) ZONE INFORMATION ----------------- # of Vent Special Dwell fond- Thermostat Height Vent Area Units itioned Type (ft) (sf) 1476 11808 1.00 Yes Setback: 2.0 n/a OPAQUE SURFACES Area U_ Insul Ap=t Solar Farm 3 Location/ Surface (sf) value R-val Azm Tilt mains Reference Comments HOUSE 1 Wall 82 0.065 17.8 90 90 Yes W.19.2X6.16 outside 2 Wall 23' 0.065 17.8 40 90 Yes W.19.2X6.16 outside 3 Wall 208 0.065 17.8 90 90 Yes W.19.2X6.16 outside 4 Wall 203 0.065 17.8 180 90 Yes W.19.2X6.16 Outside 5 Wall 198 0.065 17.8 270 90 Yes W.19.2X6.16 Outside 6 Wall 34 0.065 17.8 270 90 Yes W.19.2X6.16 Outside 7 Wall 51 0.065 17.8 270 90 Yes W.19.2X6.16 Outside 8 Wall 195 0.065 17.8 0 90 Yes W.19.2X6.16 Outside 9 Wall 14 0.065 17.8 135 90 Yes W.19.2X6.16 Outside 10 Wall 14 0.065 17.8 225 90 Yes W.19.2X6.16 Outside 11 Wall 17 0.065 17.8 315 90 Yes. W.19.2X6.16 Outside 12 Wall 17 0.065 17.8 45 90 Yes W.19.2X6.16 Outside 13 Roof 1476 0.031 30 90 40 Yes 8.30.2X4.24 Attic 14 Door 20 0.330 0. 90 90 Yes None Solid Wood 15 Door 20 0.330 0 270 90 Yes None Slid Wood. 16 Floor 1476 0.037 19 n/a 0 No FC.19.2X8. 16 FENESTRATION SURFACES --------------------- # of Vent SC SC Interior Area Pan-- Frame Open U- Act plass Int Shading/ Surface --- (sf) ----- es ---- Type Type value Azm Tlt Only Shade Desc=ription HOUSE ---------- ------- ----- --- ---- ---- --•-- ---------------- 1 Window 30.0 2 Vinyl Slider 0.540 90 90 0.88 0.078 Drapes.Std 2 Window 5.0 2 Vinyl Fixed 0.510 90 90 0.88 0.78 Drapes.Std 3 Window 20.0 2 Vinyl Slider 0.540 90 90 0.88 0.78 Drapes.Std 4 Window 6.0 2 Vinyl Slider 0.540 90 90 0.88 0.78 Drapes.Std 5 Window 6.0 2 Vinyl Slider 0.540 90 90 0.88 0.78 Drapes.Std 6 Window 15.0 2 Vinyl Slider 0.540 180 90 0.88 0.78 Drapes.Std 7 Window 10.0 2 Vinyl Slider 0.540 180 90 0.88 0.78 Drapes.Std 8 Window 10.0 2 Vinyl Slider 0.540 270 90 0.88 0.78 Drapes.Std 9 Window 6.0 2 Vinyl Slider 0.540 270 90 0.88 0.78 Drapes.Std 10 Window 20.0 2 Vinyl Slider 0.540 270 90 0.88 0.78- ra es.Std 11 Window 6.0 Vinyl Slider 0.540 270 90 0��8 r �d 12 Window 14.0 2 Vinyl Slider 0.540 '270 /e8 90 19§rs78 Drape_s.Std 13 Window 25.0 2 Vinyl Slider 3.540 270 90 0.Be 0.78 D,rn go Std 14 Door 33.0 2 Vinyl Slider 0.510 0 90 0.307£3.Ar ap��sk.iStd 15 Window 10.0 2 Vinyl Slider 0.540 135 90 0.88 0T.'7,Q'Drapes=. Std COMPUTER METHOD SUMMARY Page 3 C -2R ------------------------------------------------------------------ Pro.ject Title...... AKER HOME Date........ 08/21/36 ---------------- MICROPAS4 v4.50 File-ORS1476E Wth-CTZ11S92 Program -FORM C -2R ; User#-MP1.803 User -Fox Company Run-ORS1476E ; ------------------------------------------------------------------------------------ Sur f ace ------------ 16 Window 17 Window 16 Window # of Area Pan- Frame (sf) es Type 10.0 2 Vinyl 7.0 2 Vinyl 7.0 2 Vinyl FENESTR•.ATION SURFACES --------------------- 1w1=1ii; Open U- Act Type value Azm Slider 0..540 225 Slider 0.540 315 Slider 0.540 45 SC. SC Interior Glass Int Shading/ Tlt Only Shade Description yO 0.88 0.78 Drapes.Std 90 0.88 0.78 Drape.s.Std 50 0.86 0..78 Drapes.Std OVERHANGS AND SIDE FINS Window-- -------Overhang----- ---Left Fin--- ---Right Fin --- Area Left Rght Surface (sf) Hght Width Dpth Hght Ext "Ext Ext HOUSE 1 Window 30.0 5.0 6.0 4.0 0 2 Window, 5.0 5.0 1.0 8.0 0 3 Window 20.0 4.0 5.0 2.0 0 4 Window 6.0 4.0 1.5 2..0 0 5 Window 6.0 4.0 1.5 2.0 0 8 Window 10.0 5.0 2.0 2.0 0 9 Window 6.0 3.0 2.0 2.0 0 10 Window 20.0 4.0 5.0 2.0 0 11 Window 6.0 2.0 3.0 2.0 0 12 Window 14.0 3.5 4.0 6.5 0 13 Window 25.0 5.0 5.0 10.0 0. 14 Door 33.0 6.67 5.0 10..0 0 15 Window 10.0 5.0 2.0 6.0 0 16 Window 10.0 5.0 2.0 6.0 0 17 Window 7.0 3.5 2.0 4.0 0 18 Window 7.0 3.5 2.0 10.0 0 Dpth Hght Ext Dpth Hght n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a n/a HVAC SYSTEMS Minimum Duct Duct Duct System Type Efficiency Loc at icin R -value Efficiency ------=----------------------------------------------------- HOUSE Furnace 0.800 AFUE Attic R-4.2 0.830 ACSp l i t 10.00 SEER Attic R-4.2 0.810 WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank. 'Type Heater Type Distribution Type System Factor (c al ") R--vaI ue ----•----------------------------------------- ------------ -- ---- I Storage Gas Standard 1 0. 60g� �'�' COMPUTER METHOD SUMMARY Page 4 C - 2R Project Title.......... AK*.ER HOME Date........ 08/21/96 ------------------------ MICROPAS4 v4.50 File•-ORS1476E Wth-CTZ11S92 Program -FORM C -2R User#-MP1809 User -Fox Company Run-ORS1476E ; ------------------------------------------------------------------------------------- SPECIAL FEATURES/REMARKS ------------------------ ;t:a HVAC SIZING Page 1 HVAC Project Title........... AKER HOME .Date......... 08/21/96 Project Address........ MONTANA AVE.. ----------- PALERMO *v4.50* ➢ ; Documentation Author... WILLIAM H. FOX* ; Building_ Permit # Fox Company 3995 Olive Hwy. ; Plan Check / Date Oroville, CA 95966 ; ; 916-533-2730 : Field Check/ Date Climate Zone........... 11 -------------------- Compliance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICROPAS4 v4.50 File-ORS1476E Wth-CTZ.11S92 Program -HVAC SIZING ; User#-MP1805 User -Fox Company Run-ORS1476E ; ----------------------------------------------------------------------------- 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....... 1476 sf 1.1808 cf Front Facing OROV ILI E 39.5 degrees 30 F 70 F 104 F 78 F 37 F Yes No Yes 0.30 HEATING AND COOLING LOAD SUMMARY 90 deg (E) Note: The loads shown are only one of the c=riteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factorwyl n selecting the HVAC equipment. 0 k: COLWTI, ®E j Heating Cooling Description --------------------------------- (Btuh) (Btuh) Opaque Conduction and Solar...... ---------- 7250 ----------- 4070 Glazing Conduc=tion ............... 5138 V aJ 3340 �ilazing Solar .................... n/a 4421 Infiltration ..................... 6716 2758 Internal Hain .................... n/a 2100 Ducts ............................ 1915 1669 Sensible Load .................... 21060 18357 Latent Load ...................... n/a 5507 Minimum Total Load 21060 23864 Note: The loads shown are only one of the c=riteria affecting the selection of HVAC equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factorwyl n selecting the HVAC equipment. 0 k: COLWTI, ®E j CDF FIRE SAFE REQUIREMENTS c2 -7—X7-36 qi r LO ZD Ax- 42e� L–D AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards ] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other apparteaant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius 1. No roadway shall have a horizontal inside radius of I 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 be a minimum of 10 feet wide and 30 I feet long with a minimum 25 foot taper on each end. [�] 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--. El 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. [ 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 I 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 aid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ul] property lines and/or the center of the road. [ ] 2. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect. See. Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r fi:ial inspection of a building permit. Page 2 of 3 Z?-Z7-3� AP # q6-2-02-0 PERMIT # Other Requirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves AME [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves — Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed 0% 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 COUNTY OF BUTTE , DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE OROVILLE, CALIF. - 534-4541 CERTIFICATE OF OCCUPANCY This mobilehome has been installed in accordance with the reqquirements of the California Administrative Code, Title 25, Chapter, 5,,.under permit number'-, jfor the following location: Owner Owner's Address Mobilehome Mfg.—2,-K�� - �� Model Year Insignia No. Serial No. >� It is hereby certified for occupancy at the above described location and may be occupied. Director of Public Works ! Datey)a� �4- — By - THIS THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. x. i I 1195-79P,E PERMIT NO. PERMIT EXPIRES 4' J. E. Bledsoe ynwNER owner CONTR. 27-27-38 LOCATION (A.P. ) End of pri.dr.,app W/S Montana Ave., 1000' S.of Louis Ave., Or_oville i I 1 l . ,I. I 7 I ; Temp. Power Pole Called PG&E Temp. Elec. Serv. ¢ailed PG&E (� T f/np. Gas Serv. n Called PG&E I JOB ' FINALED (D e). r (S' nature) j COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING SetlApck Nirewall Soi Piping Fornk Arapets 1s Floor Main Idg. Re room Finish 2nd Xloor Foo s Wind s 3rd FI or Stem II Sidin To out Slab Roof SheXihIng Water Pipinik Piers Roofing Sewer Garage Fdn. Vents Fixtures Footin s Garage Vents Water Htr. Stemwa I I Insulation Heaters Slab Prov. for ph sica Appliances handicapped Carport Conformance of ex. Gas Piping &Test Footings structure Temp. Gas Slab Final Sanitation Patio IREP ACE Final Footin s FootingECTRICAI Masonry Wails Throat Rough Reinf. Steel Final Fixtures Bond Bea FIRE SPRINKLE Motors Framing [Heatlnj( est Water Htr. Stucco inal Sub ane Mesh MECHANICAL Grd. F It Prot. Scra h ServiB n ool g T p. Pole nish u s nder round I rlor Lath tilation/permanent oor Closer Anal Anal OBILEHOME U ILITIES------------------ Elec. Service % Elec. Pedestal Water Piping Sewer Gas Piping E OOMNSTALLATION - - - - - - - - - - - - - - SupportElec. Continuity Water Pipin _ Drainage '1. Gas Piping a DATE REMARKS OR CORRECTIONS Oe -p I J (NOTE: An entry must be made on this form each time you visit the job site.) 9. Electrical A. Is service large enough to provide adequate amperage to mobilehome (must equal sating of mobilehome with a minimum of 1 amp) and}other facilities on lot; i.e., water pumps, garage, cabana,.etc.? Yes No_ B. Is there proper clearances around panels? Yes,'I o C. Is power supply cord or feeder assembly properly fused? Yes No D. Is continuity test satisfactory as per the following procedure? Yes. o 1. De -energize electrical wiring system of the mobilehomeatthe.'pedestal. • 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. - 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of.a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5.. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. , 10. Is job -card signed by Health Department for water and sanitation? 11. If everything okay, sign off card and tag services. MOBILEHOME DATA Manufacturer and/or Namestyle Length Width Vehicle Serial No. 24Z�C� State Identification No. Additional Information or Comments: MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located wit required separat$on'from lot lines and buildings and generally conform to plot plan? YesjZ No 2. Does the mobilehome have required clearances above ground? (Sec.5085) YeSz_�o 3. Are footings and supports properly sized, spaced, and braced as per approved plans? (Note possible variation at spring shackles.) (Sec. 5082 & 5083) Yes_ No 4. Is the mobilehome level? (Sec. 5088) Yeso _ 5 If more than a single unit, are crossover connections properly installed? (Sec. 5088) Yes No 6. Water A. Is flex' a connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes Nc B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes No C. Backflow - If coach is not Stateo lalifornia approved, does station have backflow device and pressure -relief valve? Yes_ No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes V No A. Does it have minimum " per foot slope and is it properly supported? Yes_,Z 4_ C. Are any leaks detected in drainage system after runn' g 3 -gallons of water through each fixture including washing machine standpipe?.Yes No If coach is not State of California approved, does station have required trap and vent? Yeses_ No_ 8. Gas Piping and Gas.Vents A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector of more than 6 ft. long? Note: All piping is to be at least as large as the mobile ome gas line inlet without reductions other than the mobilehome connector. Yes No B. Test OK as per following procedure? Yes_ No 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to.10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min. without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C.. Are all appliance vents properly installed? Yes V No MOBILEHOME SUPPORT DATA If other than single wide, Mobilehome Mfr. �i J� fuYnish'Setup Model No. Year o .x Width / % (ft.) Box Length,(ff.) Tagalong or.Expando Size rft. x ft. (SHOW SUPPORT DETAILS BELOW) On all mobilehomes manufactured after October 7, 1973,''furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Footings (check -one) (ft. (in:) Center su port location (ft.) (in.) (in.) (in.) Center sup ort footing s'zes (in.) (in.) j in.) (in.) (in.) (in.) (in.) x (in.)[ (in.) Single *If center piers are other than drawn above, draw in locations, spacing, and dimensions. 14 1. Wood either pressure treated or foundation grade. ❑ 2. Other (specify) Supports (check one) 1. Concrete block. 2. Other (specify) 4( --Tagalong or Expando, show support details. P� �Yf� Xao -- Typical Support (in.) (in.) Footing Size -- Max. Pier Spacing , (ft.) (in.) -- Max. Overhang (-L-=)(in. ) 15UTTE COUN-I y BUILDING DEPARTMENT APPROVED �Y "a BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: 2. Installer's name: _e___ site service? --------------------------------- - ----------- 3. Is the site currently under permit? Yes / / No / V (If yes, furnish permit number ) OR Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach fields and clear of all setbacks and easements? Yes / X/ No (If no, clarify ) ( ) 5. What is the mobilehome electrical rating? -----=----------------- Amps 6. What is the mobilehome site service rating? --------------------- 200 Amps 7. What is the mobilehome site circuit breaker rating? =------------ `Q O Amps 8. Is there any other electric load to be served by the mob' ehome site service? --------------------------------- - ----------- Yes / / No IWI (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- 3 ! (in.) 10. What is the type of gas service? ----------------------------- Natural / / LPG �/ 11. What is the gas pipe length from meter or tank to the mobilehome? 3 t•) 12. What is the mobilehome gas demand? -------------------------=---- (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) (BTU) F COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 1� APPLICATION AND PERMIT / A111/ , / • BUILDING Owner ✓„ �'� SQ. FT. OCC. BUILDING VALUATION Mailing Address !/ CD Tel neNo n L� Contractor (� j ^ Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Addre(� 4vt Plan Checking Fee&/or Penalty - Permit Fee �40D U7 -?9 4-0 U/5 09111 PLUMBING No. @ FEE PERMIT FILING FEE $3.00 3,zvo Each Trap 1.50 �/Z,v Re air drainage or vent piping 1.50 A. P. No. Q�j "" %"' �" Z a n i & PI°"" g -water piping 1.50 Each gas water heater or vent 1.50 F �Fire Dept. Fire Zone Use Pe t Gas piping system 1 - 5 outlets 1.50 Q " EQA Parking Parcel Plans Declaration Parcel)lap 60' R/W I Improv ments Each additional outlet .30 Building sewer 5.00 /�- Bldg. Flans Rec'.d Parce 'Approval PI Approval Lawn sprinkler system 2.00 ism NEW X4ADDITION ❑ UTILITIES OTHER ❑ Permit Fee $ jj $ 7TY,35 ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Db Main service s0ov OR LESS O 100 AMP OR LESS 5.00 r Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 .5'Q Main service OVER 25.00 100 AMPP OR LESS O Main service/ EA. ADD'L 100 AMP 1.00 NEW CONSDWELING OR ADDNST ( ACCLBLOGS.CCUP. ") 22sgft CONTRACTORS LICENSE LAW 1 am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR BRANCH CIRCUITS) NON.RESID ( BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS .& NON-RESID. SINGLE OUTLET CIR. Ex. OCcuu(OUTLETS OR FIXT11RES B L0; Ex. Occup. (Du LETS XED P(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 15ZYO �. License No. Classification Misc. Wiring 6.25 = A04P :.p I am exempt from the Contractors License Laws of the State of California. Permit Fee $ilv V$17 SC WORKMEN'S COMPENSATION INSURANCE 1 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. ❑I have placed on file with the County of Butte a certificate of 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 Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 Land Development Fee $ x$-04 TOTAL PERMIT FEE $ aUUIVI II IcF/IcaG llalI Vaa UI UIC IIUUIIIy UI DUttV LU WIR"I UVU11 1110 above-mentione property for inspection purposes. X Date Signa u e of Permitee or Agent Receipt No. 16?? 4;t3 White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant 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. DIRECTO PUBLIC WORKS Bye ate_.SC t Building permit expires Date ?0 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS + 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMITAA • BUILDING Owner �� l3Lt�s .�-' SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address /1-3 C ,4� C 9. IGL G'/P+ S5i� Telephone No Contractor Jti47 Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address �/�� �,� �^� �� ��� Plant ng Fee&/or Penalty Permit Fee Fee Al2" J✓ 41lF /006 PLUMBING No. @ FEE Dl�%�/T7i CDV/ C� PERMIT FILING FEE $3.00 Each TraD 1.50 OZO Repair drainage or vent piping 1.50 A. P. No. �, ^�,^ j� Z 01- o I `&Planning Water piping 1.50 Each gas water heater or vent 1.50 F W.C. ire Dept. FireZone Use Permit Gas piping system 1 -5 outlets 1.50 EQA Parking Plans Parcel Declaration Parc Map 60' RJNV Improveme s Each additional outlet .30 Building sewer 5.00 Bldg. PI s Recd P rcel A rovol Plo Approval Lawn sprinkler system 2.00 NEW-&!V'— E ADDITION ❑ UTILITIES ❑ OTHER Permit Fee $ is PARf �11q-"- / ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L 100 AMP 2.50 Main service OVER e00V 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. ( DWELING OR ADDNS. ACCLBLOGS.CCUP. s) 20sgft 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 st le of: y NEW CONSTRES'.. -OUTLET NON.RESID BRANCH CIRCUITS) 12.50ea NEW CONSTR. (POWER APPARATUS d NON.RESID. SINGLE OUTLET CIR. Ex. Occup{OUTLETS OR FIXTI1RES1 g @ 259 L ,� Ex. OCCU FIXED APPLNS. OR p•�2.00 OUTLETS (RESID.) EA) Temporary service 10.00 Mobile Home Facilities#6*25 License No. Classification Misc. Wiring 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE 1 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. 0 I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL NO -J @ FEEPERMIT FILING FEE J$3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 Land Development Fee $ TOTAL PERMIT FEE r $ Q�� aU111U11Le IC)JIC0CIIta1IVe3 UI I""'eUU"'Y UI Ulle lU enier UNUn lne above-mentioned property for inspectio p o es. �X ate � Signature of Permitee or Agent Receipt No. W White-D.P.W. - Yellow -Assessor - P k -Inspector - Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the B e ounty Code and/or resolutions to do work indicated a e Tor o hich fees have been paid. ECTOF PUB IC WORKS ., IL —/J 042 ate jo Building permit expires Date ` CVO`TE• M&C • ' ' � �- ' ` • .. - � _ . ,�. S�. . , ,,., - • ,`„�h �' '�:�*s. ” .�� ";,,�;: . All. eri is & wor!;rr;ci►nsip Shal in IT �alltyf plje�;rirt r� ! r _ _ c r _ m ni oral,u,l ing plu.1c c} - ;s'' t�-- i \i- i. r r i'.' �'tj C:I��CC� - �� � )�� s2p {Q7�'",y [S"rC�i7'i[i��y' r� �' n C� f - // 9ct!. idyl Q eJ }��M. �' I .,_':e [�r� _s�• 3... -"t, �i!:�s ii�� c�;�,� ��_,- Thig st, wf a ' an �'�4i- FOons MW$I =1iq y4E 'i Ort j.;P (c�J a'� .} tiff es'and i i�.l?lllar'i�L� - d }_ Mike sny changds or all atjon�s on same � sithc t5' a « w 11 -`on 'ermi.�',sion {Tom ` e' NpartmerO o7r ,'u, "r V'yrar�xs. Coun�y of 3 tte. r {• fl#ie%n !¢�a Idr�Ii - — as' Pei 41— t _ uttQ • C u ty , _e t �_ P • mot _ - i"^; . ,i.. � ,+ �,� �, ,» - ? _ ui comer s.t ,.,�'I M1i ij l •f, .1 .�«♦�. _ r, ti- . +. ._. - - - i, 'r . -.j' .;', SF �`Ps *• f+t. ti-f•,t'jw • +r».. ,- iy _ ff11 1 1 I ' " � � I --{ _ ...i _ .f' J� } Tit -�' .t • Y}�'�r «'f ` rr; ..+. �f. a,. -..y..,± y. •t�L 11.4 Ir - »-1- -�k - r-�..._ 1. _. r . _ _r_ -_.}__._i. . j -, ._,_ �• --� _ -- � � : r i ,+.a��.�., � `- - f sir- , Si �r : - t , _ , . `''a.._�`� I; ;�— �r'-4-tet— - •T --, -� _�!'L9.J�--}-^t� �!/ '�.��._ - � .. �1 Vit'= ,'' his ,�5��, _All' �Jith ►r4 t'�'0 vs! do r or :► .;. �- } +• _ I -. i -- - - f :{ _ hir + etiio.h_ T,J i�? 4 hotnel rF h- FT, 9pr , o i, s' 4-3,•��..�_.,,,...1�_ i i _ >� 1' a.,. f .f . ! ` l •�, �� � '�• • "- - .i-s-�: �-� .} ' _ �.:-'�•�' � `''�� . Vie' Ni FOR : iC!:,Sed r� u rsc�~ a� a� ;'a (r- � `T' "��: t` - .F- _ jjj III � r. •� LL '-�-+--1+� _�.�. .. y...L T1. ..1__,.�. -[ •._�_ �� -'1�.. •►.�'.' •1�.._—�..G.��~�k ��v f� �..•._ lo Atli , ti "f i rf +• e�, � 1 �•� ," •i I � -' _� :' �'T.i_.t1.a_�.41��'S f / c � •�� '-. ��- . , .., -r ---r .. ,' _,_-.,,-:.'-t,.::.!_..:i�..L�.�.i'� �i- �i � � i �`[���. . .. � � t .. �•,>ti.r,>e:>!: i ��_ � ? % r Z 1209-79B,P,E PERMIT NO. . PERMIT EXPIRES s r6 J. E. Bledsoe 1 OWNER 1 CONTR. owner LOCATION (A.P. 27-27-38 ) End of pri.dr., W/S Montana Ave., 1000'S.of Louis Ave., Oroville i { 1 Temp. Power Po e_ Called P E Temp. Ele . Serv. Calle PG&E Temp. as Serv. -aafled PG&E OB FINALED (Date) (Signa re) 5 /2..3/f'0 Stucco Final J I Sub aneis Mesh_ MECHANICAL Grd. Fault Prot IV' scratch Heatin - Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation ff Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEH IME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT -OF PUBLIC WORKS BUILDING INSPECTION RECORD n BUIL ING BUILDING (Cont'd) PLUMBING Setback r Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings . Windows 3rd Floor StemwaII Siding To out Slab Roof Sheathin Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footin sGarage Stemwa I I Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for ph sically handica ed Conformance of ex. st lure Appliances Gas Piping &Test Temp. Gas Slab Fina z Sanitation Patio FIR LACE Final Footings Footin 'ELECTRICAL Masonry Walls Throat Rou h Reinf. Steel Final Fixtures 5 /2..3/f'0 Stucco Final J I Sub aneis Mesh_ MECHANICAL Grd. Fault Prot IV' scratch Heatin - Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation ff Permanent Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEH IME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DE A.RTMENT OF PUBLIC WORKS • •` 7 �,ounty Center Drive - Oroville, California 95965 7g ///��� � Telephone: 534-4541 APPLICATION AND PERMIT / X Date/ Si V ture of Perrmitee or Agent Receipt No. _ / 74 White-D.P.W. — Yellow -Assessor —Pink -Inspector — Goldenrod -Applicant DIRM OF PUBLIC WORKS B11 Building permit expires Date BUILDING Owner ., _ , S SO. FT. OCC. BUILDING VALUATION Mailing Address /7.3 6'4440) Iz-1,1125- 1Ll� �s G Telephone No. 62712 /3 Contractor ©�) ,r - Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address �f% per' �l V1 V� Plan Checking Fee&/or Penalty Permit Fee OE S /r'i0/��i�IV ✓cam /ODOR !� PLUMBING No.1 @ FEE Ov/ v PERMIT FILING FEE $3.00 4961 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. ^� 7-��' Zoning &, tanning Water piping 1.50 (' Each gas water heater or vent 1.50 F S tion Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EOA Parking Plans I Parcel Declaration Parcel Ma 60' R/W I Improvements Each additional outlet .30 Building sewer 5.00 Bldg. ha—ns Rec'd Parcel A royal Plans Approva Lawn sprinkler system 2.00 NEW �ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ dl7 $ 6010C ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 DiJ Main service 600V OR LESS 100 AMP LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home ❑ Others ty-1� rs Main service EA. ADD -L loo AMP 2.50 n � Main service OVER 25.00 100 AMPP OR LESS O Main service EA. ADD'L 100 AMP 1.00 NEW CONS.OR ADDNST ( ACE, SCCUP, !i) 20sgft r CONTRACTORS LICENSE LAW 1 am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR MULTI -OUTLET NON -REBID BRANCH CIRCUITS) 2.50ea NEW CON STR. (POWER APPARATUS 6 NON-RESID, SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTURES g @L @251' Ex. OCCU (FIXED APPLNS, OR p. 2.00 OUTLETS (RESID.) EA) Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ 1505, $ / WORKMEN'S COMPENSATION INSURANCE 1 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. ❑ I have placed on file with the County of Butte a certificate of 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.J @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 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 Law relating to building construction, and hereby authorize re entatives of the County of Butte to enter upon the above -menti d pVperty for inspection purposes. / Land Development Fee $ TOTAL PERMIT FEE $ Ul This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated ahnva fnr which faae have haan nniA X Date/ Si V ture of Perrmitee or Agent Receipt No. _ / 74 White-D.P.W. — Yellow -Assessor —Pink -Inspector — Goldenrod -Applicant DIRM OF PUBLIC WORKS B11 Building permit expires Date BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (916) 53 1 AGRICULTURAL BUILDING EXEMPTION PERMIT 8-7 PERMIT NO. e -/Ll Agricultural building is defined as follows: Agricultural building is a structure designed and 96nstructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it lie a place used by the public: ASSESSOR PARCEL NO. ZONING 027-27-0-038 A5 OWNER HAROLD AVERS' PHONE NO OWNER'S ADDRESS 38 MONTANA OROVILLE, 95966 LOCATION OF BUILDING 38 MONTANA OROVILLE,, 95966 USE OF BUILDING N SIZE OF STRUCTURE 4 Jam/ ' K - X _ SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDING! (' / ROOF COVERING FLOOR TYPE ESTIMATE COST OF CONSTRUCTION $ AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of th64pplicable County Ordinances as follows: FRONT S'5 411,'" 6 SIDES mien- REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. AG Buildings must comply with Flood Zone requirements. Finish floor elevation must be at or above elevation ' USGS Datum. I declare under penalty of perjury that the building will be used as stated above and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before pancy. � � Date �- Signature of Owner Permit Fee - S60.00• The above described AG Building is exemWJrom a building oermit -�� --A Receipt No. 00(oq Ig Manager Building Di'visio By Date 2 �% 9 White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant r �I 'a Qrai'1 i • APPROVED Butte County Environmental Health Date Signature 21 4dW kip °: . ALL WRucTuREi3 ANo E(3urmw OVERHANGS SHALL BE CLEAR OF ALL A SET BACK OF FT. FROM TW SM AW FT. FROM THE PEA.q eftopefM LW" AM FT. PROM THE ROAD CENTERUME SK*AL 69 K=CtEM OF STRUCTURES AND EQUrj*Nr WCCW AA 2 FT. EAVE ownmAsum 1,kr4m- CQUN*,' 110ILDING EXPAR qkPPR:EPOV low ��b�r� X99% � qfq— BUTTE COUI-41 Y4, BUILDING DEPARTMfffl. AP-P P OV P r) — I a- I t - � i ! f _ ` - .. _ ,. _ .. '. � `j ,: ==r - 359 l --- Wed, Nov .13 7.6:01:53-1996 ««ACES-32 Ver. 1, 0»> - [ 469 ===<�¢�MOSS»»-----�=-- Cus omen : ORSILLO r - Project # RH2107 Truss ID AGE Family # - 104 -- ---- Span 26-0 QuantityTop pxtch 5%7,2 - - - rbearitu provs ace at 6dedordan entire bottom.chordd detail inches o.c. Contnuousica studs sn accordance wa.th standard able. end detai] NOTES 1 -Gable sbus laces at each endo entire stud unless oirherlaise noted 4, Provide p 5 .,- PLATE :OFFSETS (X=LEFT,Y=TOP):I177=3;21, 0 F-9-14 13-0 19 2_2 _6-0 2-0' fi-9-14 6-2-2 6-2'-2�r___ _ 6-9-14 4X4 J 2—a[IF 4 3X5 1. 3X5 i S 5X6' 8-0 r 8-0 10-0 L. HL TO'PKv14-1 R. HL TO PK :14-1 THEFT HEIGHT:0-4-_ SPAN:26-0 RISE:5-9-1 RIGHT HEIGHT:0-4-1 TOP - 20 n-- __�-- LOADING (PSF) - MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD 2X4 No,1&Btr GR DF-L OTT 0 7 LL.DEFL.@0-0 BOT CHORD.2X4 N6.1&Btr GR DF-L 00 <,L/360 WEBS :2X4 STANDARD GR DF-L ----------- == --_-_ _ STR . INC .: LUMB = 1.15` PLA'T'E = 1;.'15 SPACING 24 0 a n Q. C. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS'SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC•ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WNICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. ao; SS1014 ?19 �d _=--««ACES-32 Vex. 469,364 Cus> timer ORSILLO Wed Nov 1.3 1.6:02:19 1996 Pr63ect #: RH2107 TrussID B Family # : 104 Span 25-0 Quantity 5 Top Pitch : 6/12 ---=-----=----------------------------------------- -_--_-__-- _______�_-__= FORCES - LOAD CASE ,Y1 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-1334 576= 1185 2-7=-280 1=-953 3.50 2-3a-1196 6-7. 803. 3-7- 459 5=-053 3.50 3.4=-1196 7.1= 1185 3'6= 459'. 4-5=-1334 4-6=-280 PLATE'OFFSETS (X=LEFT,Y=TOP)=(17=3,21, .r1-8 164 -4 12-6 F 18-5-12 25-0 6-6-4 5-11-12 5-11,-12 6-6-4 4J4, 1,�4 144 315 315 576 3h 8-0' 17-0 25-0 r—i8-0 9-0 8..0 L-. RL S'PAN:25-0 RISE:6-7-3 R. HT 'HE GH :0-4-3-11 _ RIGHT'HEIGHT':--4-3 LOADING (PSF),- --MAX STRESSES--=- - - =-MINIMUM GRJADE OF LUMBER =-- L 1) TOP 1-2--0.352 TOP CHORD 2X4 No.1&Btr GR DF-L TOP 20 7 BOTT 7' 1=0.552BOT CHORD.2X4 No.,l&Btr GR DF-L BOTT 0 7 'rib BOTT t L/360 WEBS :2X4 STANDARD GR DF-L ==-=== ---------- __= --__ate= -_-___-___= --- - _- S'I'R. INC.: L[JMB t.15 MIT! = 1.15 SPACING 24:0 in: o. c. REPETITIVE STRE MS USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CNECKED,FOR 0' PSF NON-COF;^°SIRRENT LIVE LOAD AND 5,00'1`39 OPAD LOAD OH BOTTOM CHORDPER TABLE' 16-11, UBCr94' PLATES ARE MITEK M20.186,141iRMUFACTURF,: FROM ASTM A 446 GRD A GALVA07.i„0 STEEL(EXCEPT AS SHOWN) E 1NFSYALLEO ON:EACII Yky«_i: Oil JOINT;, SYMMETRICALLY(EXCEPT A: SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, [UOC-ICBO TPI-91 THIS DESIGN PLATE MUST BE OR TRUSS FABRICATION ONLY:FOR PERMANENT AND TEMPORARY BRALING(NOCH IS ALWAYS REOD,)CONSULT',BLb4 ARCHITECT OR ENGINEER. N sir �� to tX U,✓ ,a P,y�A, ti4° _p-«<<ACES732 Ver. 1 0»>.=- - _______ [ 469358-=-««MOSS»aa = __=- ___ Cus>,omer ORSILLO Wed Nov 13 16:01,49 1996 Project; #j RH2107 Truss ID A Family # : 104 Span 26-0 Quantity 14 Top Patch 5/12 _----------------- --- ---- --- -___ __=_FORCES - LOAD CASE #1 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES ,INC, 1.2=^1615 5-6= 1485 2.7=-301 1=-1010 3.50 2.3=-1483 6.7= 999 3-7= 548 5=•1010 3.50 3.4=-1485 7-1= '1483 3.6= 548 4.5=-1415 4 6= 301 PLATE OFFSETS (X=LEFT,Y=TOP:)':IJ7=3,2.1, i 2_0L F - 6-9-14 13'-0 { 19-2-2_ 26-0 - !2-0 -i 6-9-14 6-2-2 6-,2-2 6-•9-14 04 3 1X4 1X4 2 4 3X5 3X5 S; a 5X6 3X4 8-0 i 18-0 ( 26-0 8-0 10-.0 8-0 i L. HL TO PK:14-1` R. HL TO PK ;14-1 LEFT HEIGHT 0-4-1 SPAN:26-0 RISE:5-9-1. RIGHT HEIGHT:0-4-'1 --___ _- `--_=- --- ==== -------- ----- ------ LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.382 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 5-6=0.654 BOT CHORD;2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@7=0.07 < L/360 WEBS :2X4 STANDARD GR DF -L REPETITIVE STRESS1.15ES = -TE --___-__== _= ---__ ____ -_4= _ ---------- STR.INC 'PLATE 1.15 SPACING 24,0 in. o, G. USED NO. OF MEMBERS = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF'DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD, A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, _UDC-ICB0,7I-91 THIS OCSIGN IS FOR TRUSS FABRICATION ONLY -FOR PERMANENT' AND TEMPORARY BRACING(WHiCH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Nc --==««ACES-32 Ver. 1.0»»=_.=-__==___ [ 469360 l===========<r«MOSS»»=--===_= Cus> Omer ORSILLO RH2107 Truss ID 131: Wed Nov 13 Family 16:01.,59 1996 Project # : ## 104 Span 25-0 Quantity 8 Top Pitch 6/12 --- _--- __'--------=---------------==-----=--- -- ------------------- -- ---------- FORCESLOAD X12.7'-280 REACTIONS APPROVED FOR MITE K INDUSTRIES INC. 1185CA$E 1. *2=-1331, - - 1EAC8T4[0(NS 3.50 23=-1}46 6-7= 803 3-7=459 5=•o. 3.50 3-4=1- 1,96 7.1= 1185; 3.6= 459 4.5=-1334 4.6=-280 PLATE OFFSETS (X=LEFT,Y=TOP):tj7=3,23, 6-6-4 1 12-6 256--0 +1-8 6-6-4 5 -11-12 5—it-12 6-4 4k4 _3 \` 3x5 1 SX5 5 57 6, — 3> 4 8-0 17,—J F 254 8-0 9..0,. 8-0 L. HL TO PK:13711-11 4 R. HL TO PK :13-11-11 ---------__-------------------`-��^ `__ GHT-HEIGHT 0_4_3___ LEFT HEIGHT 0-4 3 SPAN,25 0 RISE 6 73 RI LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER -' . L D TOP 1-2-0.352 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 20 7 BOTT 7-1=0.552 BOT CHORD:2X4 No.-1&Btr GR.DF-L BOTT 0 7 LL,DEFL,@6=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L STR INC:, LUMB = 1.15 PLATE 1.15 SPACING24,0' in. o. c, REPETITIVE STRESSES USED NO. OF MEMBERS - 1 TRUSS ASPLATESHAREDMITEKEENHM20ED8ECKFOR10�1ANUFACYURED-CONPSF N09CFRWdNASTMVA 44AD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PE(t-TABLE 16 8, UBC 94 6'GRD A GALVANIZED'STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLF4 ON EACH FACE OF JOINT; SYMMETRICALLY(EXCEPT AS SHOWN)DES:GN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 . THIS DESIGN IS FOR TRUSS FABRICATION ONLYrFOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER., �Qpgg48SSiOAy�i ,.� ,� O'er .•`��� w ==«c<ACES-32 Ver. 1-0>>>>=--=========[ 469361 ] -- -_-_ Customer Prcject ; ORSILLO #; R142107 5 .> Wed Nov 13 16':02:031996 Q9 _--/''✓ 3R7 1410 3) 7 Truss ID Al Family # : 105 Span - -- ------ 26-.0 __=_ --__- ___ Quantity 2 t; Top Pic1 5/1.2 TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE ----------------- APPROVED FOR MITEK INDUSTRIES INC. 1.2--11477 5-6= 10628 2.8= 2603 1--5900 3.50 ___ -__-_ __ STR.INC.. LUMB = 1.15 PLATE = 1.15 2.3=-7761 6r7= 10628 2.7=-7818 S=-5900 3.50 3.4=-7761 7-8= 10628 3-7- 5645' NEB: 3-7 TO BE 2X4 'N0.188tr GR OF -L" -4-5=-11477 B-1= 10628 4-7P-3818 THIS DESIGN 15 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY CONFORMS WITH NDS DE SEC U 0 TQI� 1 BRACING(WHICH IS ALWAYS REOD)CONS ;�BLD4tARCHILECT;ORNG1 ER. 4 6= 2603 xi PLATE OFFSETS (X=1LEFT,Y=TOP)":[J3=4,2],[J6=4,15),(J7=5;3),(78=4,1.57, 6-11-12 13-0 26-0` r 6-11-12 6-0-4 6-0-4 _ 6-11-12 6X8 3 �'r 5 Q9 _--/''✓ 3R7 1410 3) 7 6-11-12 13-0 19-0-4 26-0 6-11-12 6-0=4 ---I 6-0-4 + 6-11-12 L. HL TO PK:'14-1 R. HL TO PK :14-1' LEFT HEIGHT0-4-1 SPAN:26-0' RISE:5-9--1 RIGHT HEIGHT;0-4-1 LOADING (PS`F) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2 =O 945 TOP CHORD;2X4 No.t&Btr GR DF -L TOP 20 7 BOTT B-1=0.817 BOT CHORD2X8 SS GR DF -L BOTT 0 7 LL.DEFL.@7=0.22 <'L/360 WEBS :2X4 STANDARD GR DF -L ___ -__-_ __ STR.INC.. LUMB = 1.15 PLATE = 1.15 SPACING 24.0 ino c: REPETITIVE STRESSES NOT USED NO. OF MEMBERS - 2 LOADING STRESS INCREASE LOADING, PANEL(PLF) / JOINTSUBIS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 5= 54 5- 1= 405 NEB: 3-7 TO BE 2X4 'N0.188tr GR OF -L" 2 MEMBERS NAILED TOG: W/1 ROW(S) OF tfid NgILs 12 in. O.C. (TOP CNS ),AND 'T'ROWS) OF 16d NAILS 7 :n 0-c(BOTT, C Webs 1 16d NAILS 12 For use ROW of :n o c. PLATES ARE MI1EK M20-186,147 MANUFACTURED FROM 'AS i A 446 GRD A GALVANIZED STEEL(CXCEPT AS eHOWN)g PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN THIS DESIGN 15 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY CONFORMS WITH NDS DE SEC U 0 TQI� 1 BRACING(WHICH IS ALWAYS REOD)CONS ;�BLD4tARCHILECT;ORNG1 ER. xi ==-««ACES-32 Ver-. 1.0'»» === ( 469363 J __-__=_<r<<MOSS»»= = Customer . ORSILLO Wed.Nov 13 16;02:14 1996 --;Project #: RH2107 Truss ID ; B2 Family t# 104 Span 25-0 -Quantity 6 Top P3.tch 6/12 -- _----------- — — = ---= --- ---- ---- FORCES 'LOAD CASE #1 REACTIONS'- SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-1334'" 5.6= 1185 2 T=x280 1=-840 3.50 2-3=-1196 6.7= 803 3-7= 459 5=-840 3.50' 3-4=-1196' 7-1= 1185: 3-6= 459 4.5=-1334 4-6=-280 PLATE OFFSETS (X=LEFT,Y=TOP):,Cj7=3,2), 6-6-4 12-6 18-5-12 25-0 8-6-4 ' 5-11-12 5-11-12 6-6-4 04 3 :5 $' 596 354 8-0' 17-0 __. 5-0 8-0 g-0 8-0 L. HL TO PK:13711-11 R. HL TO PK ;13-11-11• LEFT H13IGHT:0-4-3 _SPAN 25-6 RISE:6-7-3. _ RIGHT HEIGHT;0-4-3 LOADING (PSF-0. MAX -TRESSES--- - --- -=MINIMUM GRADE OF LUMBER --- L TOP 1-2=0.352 TOP CHORD:2X4 No l&Btr GR DF -L TOP 20 7 BOTT 7 1=0.552 BOT CHORD 2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL:@6=0.05 < L/360 WEBS :2X4 STANDARD GR DF -L EPC,LST1.15PDTE-=�1 15---------_ ACFG=in____RETI.:RESSES NOOMEMBER6k o. C. TRUSS HAS BEEN CHECKED', FOR 10 PSF NON -CONCURRENT LIVE LOAD -AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-8, UBC -94 PLATES ARC MITEK,M2O 186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST CG INSTALLED ON EACH FACE OF rJOINT, 8YMMETRICALLY(EXCEPT AS SHOWN)DESIGH CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI'+91 THIS DESIGN 1,5 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACIND(WNICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER'. N n rl,c4c, ==««ACES -32 Ver,. 469365 1«<MOSS»»_ --=--- Cusiomer ORSILLO Wed Nov 13 16:02.24 1996 Span 12 0- --=_----'-=--__ --- =--== -_ -= ==--= _ 5/__ Pro7-ect # RH2107 Truss ID C Family# 101 Sn p --- Qu6ntitY 4 To Pit Top ch 5 12 FORCES - LOAD CASE #1 REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC. 1-2=-501- 3-4-- 460 2-4- 82 1=-534 3.50 2.-3=-501 4-1- 460_ 3=-534 3.50 —'-- 6-0 I 12-0. 13 70 6-0 .6-0 04 3X4 3X4 - 3.. 1X4 i 6-0 _ + 12-0 6-0 6,-0 L. HL TO PK:6-6 R. HL, TO PK :6-.6 LEFT HEIGHT:0-4-1 SPAN -12-0 RISE+;2-10-1 RIGHT HEIGHT:0-4-1 ___ ______________ __--= __ ---= --- LOADING CPSF� MAX. STRESSES MINIMUM GRADE OF LUMBER - L TOP 1-2=0 325 TOP CHORb.2X4 No 1&Btr GR .,F -L TOP 20 7 BOTT 3-4=0.249 BOT CHO1.D:2X4 No.1&Btr Gh F -L BOTT 0 7 LL.DEFL,Q4=0.01 <,L/360 WEBS" :,2X4 'STANDARD G'.' JF L STR.INC,. LUMB 1.15 PLATE = 1.15 SPACING 24.0 in. -o. c. REPETITIVE STRESSES USED NO. OF MEMBERS 1 TRUSS HAS BEEN CHECKED' FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAb'LOAD ON BOTTOM CHORD PER TABLE 16-0, UBC -94, PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STF.EL(EXCEPT AS SHDUN) PLATE MUST BEiINSTALLED ON EACH FACE OF :JOINT, SYMMETRICALLVEXCEPT AS SHONN)USIGN'CONFORMS WITH NDS DESIGN SPECS, UBC-ICBOyTP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(NHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT 'OR ENGINEER,' 41i1�. y ==-«<4ACES-32 Ver. 1.0» CUSi 6Mer ORSILLO Project #: RH210.7 -Truss ID BSG - rWed Nov 131 16-0 Span ==Span25-p- __ Quantity ToplPi # 601 TOP CHORD' BOTTOM CNORO WEDS _ _ — '� _ — Pitch 2 1.2--2036 5.6. 1846 2 7=*503 REACTIONS - SIZE: APPROVED FORINDUS RIEITEK S 2-3='1813 6.7v 1192 3-7=`712 1=-11/4 3.30 N T 34=•1813 7-1= 1846 3.6-'712 5- X174 3.50 ka5= 203,b 4.6=-503 PLATE OFFSETS (X=LEFTY4TOP);O7=3,21,; 6-s-� t2-6 18-8-12 8 ¢r4 5- 1- 1 5-1) 12 - 0 1 2, 6 6-G-4 � 04 1J4 1X4 3X�I 3ktl I 8 CX j� 30 C. X (, 8-0 170 0 8-0 L. HL TO PK 13-11-11 RIG LEFT FEIGHT 0 0 4 SPAN•25 0 RISE:6 3-4 R• HL TO 'PK :13-11-11 -----------= - -- _ HT HEIGFT G-0 4 LOADING L(PSFD MAX STRESSES ------ - _ TOP 1-2--0.87! - MINIMUM GRADE OF LUMBER BOTT 5 6=0.503 TOP CHORD N4' No.1&Btr, GR DF -L OTT 20 7 BOT CHORD.2X4 P7o.1&Btr GR'DF-L _/__ SPACING REPETITIVE :-24 _===ry_==F L STR INC LUMB 1.1.5 PLATE 1.15 .0 1 REPETITIVE STRESSES NOT USED - TI. a,' R-'--_-' DEFL @6-0 08 < L 360 WE _ _ 2Y4 STANDARD u LUMBER PLATE LOADING YPE ) NO OF MEMBERS = 1 a LOADING STRESS INCREASE LOAD G pANEL(PLF / JOIKS(L_BS) 1 1.15 1.15 UNIFORM 1-,5= 81 5- 1= 14 NOTE: BRACE VERTICAL STUDS IN ACCORDANCE WITH THE STANDARD GABLE END,OEiA1L, CONN. W/1x4 PLATES AT EACH END. PLATE SMUST BETINSTALLED ON4EACH FACE TOFEJOINT,1 SYMMETRICALLY(EXCEPT ASTM A 446 GIRD A ASISHOWN)DESIGNZED STEEL(ECCONFORMSN I NDS DE THIS DESIGN IS FOR TRUSS ,FABRICATION ONLYIFOR PERMANENT AND TEMPORARY'BRACING(WHICH IS ALWAYS REOD)CON J 41 p0 >1gCRbi CT1a PI -'91 R. @N{'@ ,TPI y1 c 141 r QQ19 . "+ 9�'. 1 til �. i -=_4S<,�aCES-32 Vex. 469366 ]'_____-_ - -«<<MOSS>>» --- -- - - Customer ORSILLO Pro]ert ## RH2107 Truss Wed Nov 13 16:02.27 1996 ID : CO Family # : 101 Span 12-0 Quantity 1 Top Pitch 5/12 _------- LOAD FORCE4.1=L460 CASE �1 1 2- 501 S-4, 2•g- 82 1-2=-501 REACTIONSSIZE INDUSTRIES INC. 3150 APPROVED FOR HITEK 3EA398ON5 6-0 12-0 6-0 6:-0 04 2 3X4 3X4 4 1X4 6-0 12-0 6-0 6_0- L. HL TO PX:6-6 LEFT HEIGHT:O 4-1 SPAN:12-0 R. HL TO PK :6-6 RISE:2-10-1 RIGHT HEIGHT:0-4-1 LOADING (PSF)-==- -MAX STRESSES- -_ MINIMUM GRADE GRADE -OF LUMBER L D TOP 1-2=0.325 TOP 20 7 BOTT 3-4-0,249 TOP CHORD:2X4 No.l&Btr GR DF -L BOT CHORD:2X4 No.1&Btr GR DF -L BOTT `-0 ---7 --- LL.DEFL.@4 0.01 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC - LUMB-- 1.15 PLATE 1.15 SPACING~`, 24.0 REPETITiNtE STRESSES USED in. o. c. NO. OF MEMBERS: = 1 TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD ,PER TABLE 16-8, UBC -94 PLATES ARE M.ITEK M20 -18o,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETR I CALLY (EXCEPT AS SHOWN)DESIGN'CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI=9I THIS DESIGN 15 FOR TRUSS FABRICATION ONLY -FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENO NEER'. C n Name wr. un. Rl+tiny �! ==_<<<<ACES -32 Ver. 1, O ar>_=--_____ [ 469367 ] <<MOSS> >>P======= Oust olner ORSILLO ^wed Nov 13 16:02 301996' Project ##s RH2107 Truss,IA C1 Family #k , 101 Span 8-6 Quantity_ 1 Top Pitch 5/12 _--_--- -- REACTIONS SIZE-- --- APPRO FORCES LOAD CASE j1 VED FOR MITEK INDUSTRIES INC. 1,2-•160 4.1= 147 24,.215 1=•415 S.5o .3= G 0.27? 3,50' 3'-4=-64 2-0 6-0 8-6 6-:0 2^6 4X4 2 1X4 3 3X4 4 3X4 8�-6 8-fi L. HL TO PK:6-6 R. HL TO PK :2-8-8 LEFT HEIGHT:0-4-1. SPAN:8-6 RISE:2-10-1 RIGHT HEIGHT:1-9-9 LOADING (PSF)- ^MAX STRESSES -^^MINIMUM GRADE OF LUMBER L D TOP 1-2-0.308 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 20 7 BOTT 4-1=0.435 BOT CHORD:2X4 No.1&Btr GR DF -L $OTT 0 7 LL DEFL.@0=0.00 < L/360 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 1 TRUSS HAS BEEN CHECKED FOR 10,PSF NON -CONCURRENT LIVE'LOAD AND 5.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16•B, UBC -94 PLATES ARE MITEK M20+186,147 MANUFACTURED FROM ASTM A 446 GRD A,GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE BUST BE INSTALLED ON EACH FACIE OF JOINT, SYMMETR I CALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS WSIGN IS FOR TRUSS FABRICATION OHLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER', ===««ACES -32 Ver. 1, 0>>> _ _ [ 469368' ] ===== ===«<<MOSS»» === Customer.: ORSILLp' Wed Nov 13 15.02;33 1996 Project -#. ?22107 Truss ID D Family #� 164 P QuAntity 14 Top,Pitch 5/12 FORCES LOAD CASE #1 1-2=-1333 6= 1223 2-7=-246 REACTIONS -SIZE APPROVED FOR MITEK'INDUSTRIE,S INC., 2.3-.1134 6.7, 854. 3.7= 353s �=.874 3.50. 3.50 3-4=-1134 7-1= 1223 3-6? 353 4-5=-1333" 4.0-266, PLATE OFFSETS (X=LEFTY-TOP): (J7.3,2), 401 5-9-t4 1� 1-0 1 22-9 0 5 9 14 5-2-2 5-2-2 ? 5-9-14 i 034 1 z4 \\ 1 44 3X5 3X55 t 5> 6 3A 8-0 14-0 8-0 --F - _�22-0 -i 6-0 8-0 L HL TO PK 11-11 R. HL TO PK :11-11 LEFT HEIGHT 0 4-'1 SPAN 22-0 --RISE 4_11.1 -__RIGHT HEIGHT -0-4-1 ---_-- _-_- MINIMUM -GRADE -OF LUMBER-- -__ LOADING� (BSF) � MAX STRESSES -r^� "--_ L D TOP 1-2=0.268 TOP CHORD:2X4 No.1&Btr GR DF -L - TOP 20 7 BOTT 7 1=0 .412 BOT CHORD,2X4 No.l&Btr GR DF -L J30T'J' 0 7 LL DEFL,@7 0.05 < L/360 WEBS :2X4 STANDARD GR DF -:L STR.INC.: LUMB = 1.15 PLATE 115 SPACING --24.0 in: a, c. .- REPETITIVE STRESSES USED NO, OF. 1 TRUSS HAS BEEN MITCHM2DED'F 147 MANUFACWR NO -CONCURRENT LIVE 'LOAD AND '5,00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-0, UBC -94 ASTM A 446 GRP A GALVANIZED STEEL(ERCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, SYMMETRICAL (EXCEPT AS SHOWN)DESIGNCONFORMS WITH NDS DESI THIS DESIGN IS FOR TRUSS FABRICATION "ONLY.GN SPECS, UBC 1CBO,TPI-91 .FOR PERMANENT AND TEMPORARY BRACING(WHICH 1S AOR' REOD)CONSULT'BLDG ARCHITECT OR ENGINEER, C r ===<«cACES-32 Ver. 1.0»»'=. == __ ( 469369 Customer ORSILLO WedNov'13 16`:02 3799 --ProO eat ## - RH210 y' Truss ID . DGE Family ## ' : 104 Span 22-0 Quantity 2 _ Top PX tcki 1 5/12 NOTES:11 Gable study - spaced at 16 arches o.c 2 Bracs vertical studs in;accordance with standard gable ^end detail - 3 -Continuous bearing: provided alongentire bottom chord (((`4 -Provide 1X4plates at each end of gable stud unless otherwise noted PLATE OFFSETS (X=LEFT1Y=TOP)[j7=�,2),, 12-0 5-9-14 ! 11-0 22 0 1�_t 5-9-14 5-2-2 5-2-2 5-9-14: 4 3a 2 .� 4 3X5 / 3X5 5?�f 8-0 1 14-0 22-0 8-0 670 L. HL TO _ SPAN R. HL TO PK :11-11 _ :22 Q RISE;4-11-1RIGHT HEIGHT:0-4-1 -- ===L====D - -=_S-=MIN CHORDrTOP ADE OF E LOADING' (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER - 'POP 0 7 0 1&Btr GR DF -L o.1&A GR DF -L 7 LL.DEFL.@0=0,00 c L/360 WEaS 2X4 STANDARD GR DF -L STR.INC. I LUMB = 1.15 PLATE = 1.15 SPACING • 24.0 in, o -c REPETITIVE STRESSES USED NO. -OF MEMBERS 1 - PLATES ARE MITEK M20-186,147 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL (EXCEPY AS SHOWN) PLATE MUST BE INSTALLED ON EACH FACE OF JOINT, $YMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WITH NDS DESIGN SPECS, USC=ICBO,TPI-91 THIS DESIGN IS 'FOR TRUSS FABRICATION ONGY.FOR PERMANENT -AND TEMPORARY BRAOING(WHICH IS ALWAYS RECD)CONSULT BLDG, ARCHITECT OR ENGINEER. oMssloN w x 0019 4- C1 `P�9T� OF`GA1 �u