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028-130-038
I - . -, �ou lc - J f U U 7� I IL L_ 3 N4 28-13-# V Tom Be _E/S Po to King IS ARanc. Per Per 9B,P,E,M(rnew single a lvl mily) 28-13- Lom Beaver E4/4S,LaPorte Rd. , app.600'N.of Kirig Ranc'h-*R.j., Bangor Permit #319Q5 -80P E Ptil.,R) ELEC. 20 l00ft GAS- 9-U,80 72<-A/4'1 LP Q Al SUPPORT STRUCTURE COMPACTION TEST REQ. -,*t4-jn- A fflP7—,X f 21 r1, 3 3 Contr: Adam 9oMe Iqor ov i I permit #4.4 ��$0MHI Vic, .28 13-,V kLLIAM,& CLARA LAMB �V LaPorte Rd, Bangor Contr:American Tradition Homes (new single 'family) , F�Kiale.�dlQ/,�27/-- / Q �9 028 13-0-'038 98-'1207,P LAMB,'Wm'& Clara 4910 Laporte -Rd, Bangor` htr'),t ,Wood Heat_ Apao (in�t..gas , 028-130-038 02-1691- XOSTER,RAY I . 4910 LAPORTE RD., BANGOR CONT: JERRY PIERCE DETACHED GARAGE 1 N8-'130-038', .'63'-0502 'K-0§TEk)R.Ai: 4910 LA PORTIRD,113ANGOR.,, -?ANAL CONT:,TJC STELL STRUCTURE '10 3 METAL CARPORT 2-8,13-4 ermit #5311-79,P- '(util Ake or ry) AS ,A 11 JW' A 1' 11 ACTI[N-VS .0- _4ff 4' ' 2'T IT 3 e110 K9-' 7 9 M H I Issued >N CERTIFICATE OF MERGER AIP # ��_�;t�3o--�35 � ENVIRONMENTAL HEALTH CLEARARANCE DATE -3 4 NOTES y` RESIDENTIAL S .028-136-038 A r? 02-1691 tir PERMIT NO. -, iKOSTER-RAY S -`^-- 4910 TAPORTE RD{ BANGOR CONT: JERRY PIERCE DETACHED GARAGE t _y 4; •1 t i - .e y` RESIDENTIAL S .028-136-038 A r? 02-1691 tir PERMIT NO. -, iKOSTER-RAY S -`^-- 4910 TAPORTE RD{ BANGOR CONT: JERRY PIERCE DETACHED GARAGE t _y 4; •1 i - .e SPECIAL CONDITIONS, CHECKED BY SRA FLOOD CERTIFICATE REQ. ! FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER ✓ = OK 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s / /' Nat. or/ /"L"ft./ PLPG oning Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Con nectors Shthg.-Frg-Bracing 7. Well Clearance & Disconnect Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 8. Utility Clearance Carports; Windows -Doors tDtlectrS__-'" bate Card B-1 Date Card 8-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Bra ed Wall Panels 1. Zoning Requirements -Setbacks -Easements 0 2. Footings; Size -Spacing -Marriage Line and B-1 Date Card B-1 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances FINAL (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector Setbacks -Easements 6. Water; MH Test -Regulator -Connector Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval Pool Structure; Steel -Connections -Thickness Dead Men -Lining 8. Gas and Electricity Tagged Elec.; Receptacles and Lighting, Distance-GFI 9. Tie Downs -Type -Installation Cert. Elec.; Pool Lighting; 15 Volts-GFI 10. Exits; Insp.-Sketch Elec.; Enclosures; Conduit Entries -Terminals -Listed 11. Cert. of Occupancy Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 12. Permanent Foundation Only; License Decal Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards- Ins. to Main in Conduit 9. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Light Niche MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s oning Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors tDtlectrS__-'" rmg.; Sills -Anchors- Studs- Rftrs-Trusses 110-IR-oof; Shthg-Roofing JAI Ext.; Steps -Doors -Landings 12. Bra ed Wall Panels 0 Date and B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panelboards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applic= Not Ready ably RESIDENTIAL (; Date Underfloor (Plans) OK except #'s 1. Zoning-Setbacks-Easements-Flood-Slope Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 47. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth 4. Fig., Porches & Decks; Soils-Steel-/ r Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 5. Stemwalls, Main; Steel-Blockouts-Wrapped 49. 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 7. Slab, Steel-Wrapped 51. 8. Piers-Fireplace Ftg.-Steel 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test Property Line Firewall & Openings 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 53. 11. Water Pipe; Test-Anchors-Regulator-Service Test 12. Electric Underground Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 13. Plenums & Ducts; Clearance-Material-Support-Ins. 55. 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation Siding -Nailing Veneer -6. Insulation 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ` Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s F/. Water Htr.; Vent-Access-Combustion Air Baffle Brace Interior/Exterior Wall Panels 19. Water Pipe; Test & Anchor-Nail Protection 61. 19. D.W.V.; Test Fittings & Anchor-Nail Protection 20. Shower Pan; Test, First Floor-Tub Access Infiltration -Walls -Windows 21. Test Tub & Shower, Second Floor-Tub Access 22. Gas Pipe; Sixe & Anchors Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s FINAL (Plans) OK except #'s 2 Fixture & Transformer Clearance-Ins. Protection 63. 24. Elec. Receptacles Spacing-Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled Smoke Detector 26 Romex Installed Close to Edge of Studs & C.J. 65. 27 Equip. Ground made up w/Mech Fasteners-Bond Gas & Water 28 2 Appliance Circuits in Kitchen & Conductor Size GFI Bedroom Exiting 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 67. 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or Al Insulated Neutral ❑ Yes ❑ No 31. Service-Riser Conductors & Ground Main Disconnect Elec. Trim & Subpanel, Breaker Sizes & Labels 32. Equip. Clearances Panels-Motors-Mech. Equip. 69. 33. Clothes Closet Light-Shower Light-Spa Light 34. Smoke Detector Fireplace or Stove, Clearance -Hearth Date Gard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 73. 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation Garage Fire Door; Swing -Landing -Closure 37. Condensate Drain & Overflow, Size & Grade 75. 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors Guard Rails & Deck Construction -Post Caps 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 81. 42. Eearing Walls over Girders & Floor Nailing 43. Craft Stop in Walls (rat proof) Clearance Looked under Floor O Yes 44. Fre Stops, Furred Ceilings-Stairs-Chasers-Tubs 82. 45. I-eaders & Beams-Size & Bearino Tingle & Duplex) Date FRAMING (Continued) ' 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rffr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access ` 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. 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-Mech. 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 O Yes 82. Following Instld./Drive'] Yes J No/Walks J Yes J No/Planters Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings ` 86. Water Well, 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. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 77 - COUNTY OF BUTTE i BUILDING DIVISION ` DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 -- T 7 County Center Drive - Oroville, CA - (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. I( you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date—/ ;,— _G REV 10/92 COUNTY OF BUTTEI y �' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 N CORRECTION NOTICE f D4F-13b 0?,F- OWNER A -PIR-PU "NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -+ ysw�w(r +w .1 ..IY. ... _ ` , w. .a -f - ��-. +. i - ..w L .�,y,. r: yY....�• ir < Y V COUNTY OF BUTTE BUILDING DIVISION -ter jDEPARTMENT OF DEVELOPMENT SERVICES ( 411 Main Street - Chico, CA - (530) 891-2751 7 County Center Drive - Oroville, CA - (530) 538-7541 ~ CORRECTION NOTICE 6WNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, • please contact this office immediately. ut - J <w STC/mss Biel "'1 c1 /x COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVI N 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538- EMI N (Rdv.12/96)• APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 028-130-038 ZONING BUU±1INSf ERMIT OWNER KOSTER, RAY TELEPHONE A-5 SO. FT. OCC. BUILDING VALUATION 1600 11 28,900.00 OWNER'S 4 y 10 D LAPORTE RD., BANGOR, CA 896 Cov 11;648.00 CONTRACTOR'S NAME JERRY PIERCE TELEPHONE 891-8266 CONTRACTORS MAILING ADDRESS 894 ELDORADO ST., CHICO, CA 95928 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 356.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 2-11-40 BUILDINGADDRESS 4910 LAPORTE RD., BANGOR Energy Plan Checking Fee $ $ PERMIT FEE $ LAT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 1 23.00 Water piping 15.00 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: DETACHED GARAGE Gas piping syste!n 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 56.00 ELECTRICAL PERMIT Fling Fee 20.00 Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. / License Class 679 /,s Q Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. & ACC. BUDS. s0 3.50 so: T. NOµR61D. MULTI.OUTLET 97.50 POWER APPARATUS aSINGLE OUTLET CIR. Ex. OCCU OLmFf OR FIXTURES so p 1.00 aAl p .so Ex. Occup. oUXTIEtTS A=.GEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 76.00 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 Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE1= $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) �( I certify that in the performance of the work for which this permit is issued, I shall ' \ not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the works ' compensation provisions of section 3700 of the Labor Code, I shall fo th comply with those provisions. -- -'- - X Date & oZ -D2-- Sign of Applicant - ❑ Owner Contractor ❑ Agent An HA permit is required for excavations ove 5'0" deep and d molition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 739.40 F PARCEL PD ND ISSUE This permit is hereby issued under the of the Butte County C de and/or indica ov or w ck> fees have B PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. to �� OZ 30 t Det Receipt No. 354161 $ 610.7 0 . i WHITE-D.D.S.-B.D. CANARY -ASSESSOR INK -INSPECTOR GOLDE R09EAPPLICANY G r ::. ..� u "W x: •-a-+'ti: j ...^ r � � �• ',. ,+e-+`�.�r- w �.l�ir "v-"t�::t✓'v- ayiss.. +eY- :�= c -.r. �-..,....,rn„v.........v+ •. COUNTY OF BUTTE -DEPARTMENT OF DEVELQP_M_' ENT SERVICES-BX /VISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (5 PERMIT APPLICATION DATA SHEET OWNER: f ASSESSOR PARCEL NUMBER - �O Proposed Building Use: e�dQffCounter Technician: `a.l� Date: Items required in order to apply for a permit. AlYboxes MUST be checked OR marked NA in order to apply. %Plot plans, 3 or 4 sets, signed by the preparer of the plans. . Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. . Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design -and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundatigeylans,..all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans'in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. indexed and re� rned to the plan review line-up when required items are received. // Date Received ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 9. Plot plan and business license approval from the City of Biggs .................................... 1 10. tter of intent for non-residential buildings......................................................... 1. Detached Accessory Building Form filled out by the owner ..................................... 12. Hazardous Material Form............................................................................... 0-13— Other The permit will be M items needed to issue the permit. (May require 'tional plan review upo r eipt of the following items.) W-Steatement es as shown on the attached Schedule of Fees Due.............01 ....................... of Intent for Non -heated and A/C Buildings... 16. Sanitation and plot plan approval from the Environ ntal Hea ment in ` - � 17: City of Chico Plumbing permit ..................... ......................l. .... .. ............ f 18. California Department of Forestry plan approval paid. Sent by: l/ ................. ❑ 19. Planning approval for (A) Use: 0,1<r_(B)Parking: (C) arc Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification).............; ......... ❑ 24. Worker's Compensation Carrier and Policy Number .................................. :,............ ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) .............''.,..... ❑ 26. Letter df Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .............................:^^,.... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ .❑ 31. Other: When issued Telephone ` and hold for pickup. I have been inform Picant: the above items and requirements for obtaining a building permit. 1. Index permit application forbove ite .'s nu bered: Plan Check Letter 2. Additional items required r � , % Contractor, designer, owner, ws advised o e above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was of the ab a dat by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: % 0'L Plans approved by: 2� Date: Structural reviewed by: Date: I Structural approved by: _ A Date: 0 02 Note transfer by: Date: S Yellow: Building Division Environmental Health Spec' list 8196 7—/ a-0 �a- Date ` EvNe use ONLY 'Pro: Plan ARechod r' rtoar Man Attached 'Sant to ®.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Kos�er Cr RG� y9/0 1a Parr n�iv� C7a�' X30— 03--eOwner Location AP# —� Plan Approved for: Sewage Disposal j� Water Supply: Public Private Well L-- I N Clearance for dwelling. Other 9 G rg6Z U/1-4 001' >7 (&alb t h!?) • Hold final for: Final clearance O.K. for: NOTE: Environmental Health Spec' list 8196 7—/ a-0 �a- Date COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER PRQDO0 ED BUILDING USE Q� BUILDING PERMIT FEES Balance Due ....................... $ Additional Fees Due ................. $� Additional Fees Due ................. $ . Revised Plan Checking Fee .............$ 2. SCHOOL DISTRICT FEES (paid at District Office) (Available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential ...................... x $360.00 = $ Units Commercial (sq. ft.) ............... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES (paid at Building Division) Residential ................... -x-=$ # Units Amt. Commercial (sq. ft.) ............ -x-=$ Sq. ft. Amt. 5. RECREATIONAL DISTRICT FEES (paid at District Office) (Available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER A.P.# '2 a DATE RECEIPT # DATE REC. At time of permit application, was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the an checking process. APPLICANT DATE Pursuant to G6vernment Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Buiding Div. 2nd Copy Applicant 3rd Copy - Owner ' (Rev. 6100) Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: N Mailing Address Site Address: _ Phone: (A'� H Assessor's Parcel Number: 1� `� Z) , r) �, � Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form. GENERAL INFORMATION: 1. Is there a primary dwelling on the property? Yes 0"No ❑ 2. Is the structure already built, under construction, or under notice of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No t❑' 4. Will the public have access to this building? Yes ❑ No Q' 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No 9-" SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No E2- 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 2" 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No ©� CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes E3"No ❑ 11. Will this building be heated or cooled? Yes ❑ No 12. Will this building have a water closet/toilet? Yes ❑ No 13. Will this building have a sink? Yes ❑ No 14. Will this building have a water heater? Yes ❑ No 2" 15. What type of floor covering will the building have? L ro,n c' .a 6-F-9- 16. What type of wall covering will the building have? X� .@:7 1 of 2 PROPOSED USE:. (check only one box) 1. ❑ Residential Storage Shed — I will be storing i in this building and it will not be used for any other purpose (no bathroom and no heating or, cooling). 2. ®'Private Garage - "A building or a portion of a building not more that 1,000 square feet (3,000 by exception) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed garage, or carport. If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop 1 ❑ Home Occupancy 2 ❑ Other — Use = 1. Describe type or Worlmhop 14 ds� Must be approved by the Butte County Planning Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. I lk I F1 % i-, r T i, t\ S: w. I _ __ n I i, n 7 'f b . ! . t\ — Additional Information: Plan review will not be started until this :form is completed and, received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. Owner's Name: *wner's Signature: Date: 2of2 ENGINEEREDVOOD SYSTEMS Certificate of Conformance Certificate 054076 i THIS IS TO CERTIFY that the glued laminated timber products identified with a collective mark of Engineered Wood Systems (EWS) were manufactured in accordance with the applicable standards and associated specifications indicated below: .ANSI Standard A190.1-1992, For Wood Products — Structural Glued Laminated Timber NER-486 Glued Laminated Timber Combinations And "GAP" Computer Program For Determining Design Stresses AITC 117-93 — Manufacturing — Standard Specifications For Structural Glued Laminated Timber Of Scftwood Species IT IS HEREBY CERTIFIED that the APA EWS trademarked structural glued laminated timber members were produced in a manufacturing facility subject to regular audits in accordance with the Engineered Wood Systems (EWS) Quality Assurance Program. Routine audits include inspection of the manufacturing process and evaluation of the in -plant QA program with adequate (sampling to verify conformance to industry standards for lumber grade and glueline bond quality. - A6((a by Thomas G. Williamson Executive Vice President ENGINEERED WOOD SYSTEMS is a related corporation of APA — THE ENGINEERED WOOD ASSOCIATION 7011 South 19th Street • P.O. Box 11700 • Tacoma. WA 98411-0700 Telephone: (253) 565-6600 • Fax Number: (253) 565-7265 MICHAEL MOONEY 5A MADRONE AVE. CIVIL. ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-06-141 June 17, 2002 Client Name Koster/Pierce APN Analysis 1997 UBC Dead Loads Roof Wall Floor Comp roof 6 psf V? plywood 1.5 Trusses 4.0 Insulat. 1.0 V? Gyp. Bd. 2.5 'Stucco 10.0 Plywood 1.3 Framing 1.5 %2" Gyp bd 2.5 Insulat. 1.0 Conc. Slab 50 . Live Loads 15 psf. 17 psf. 16 psf 40 psf Wind Loads. P=ccCggIwhere Exposure B Ce =0k @ 15 feet C. = 0.3 in / 0.9 out windward roof q = 14.5 psf @ 75mph - 0.67 @ 20 feet 0.7 out leeward roof I = 1 0.72 @ 25 feet 0.8 in windward wall y 0.76 @ 30 feet 0.5 out leeward wall Seismic Loads V=2.5 Ca I W/ 1.4 R Ca=.0.36,I=1,R=5.5/4.5 y'^ Ftssl Soil Bearing 1500 pounds per square foot C2 Friction= 0.35 7 Lateral Bearing = 250 psf / ft. BUTTS COUN" d�1tLDING DEPARTMENT F of ch�-� r • :H ■ iJ a � ,' r•Gt-iL � .o c 0 a JI . cl sq24-t pq f npq i sµaWOH .10neapu3 eLb ¢ 1 1 20 al un; I r LIQ i j i j i N3I Cxa MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 Date: 06/18/02 Page: 44 GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin .Center'Span = 13.00 ft Beam Width = 5.125 in Elastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 MUCED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 190 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi APPLIED LOADS Le : Right Cant. = 0.00 ft • Point Load: DL = 2485.0 # LL = 2209.0 # at 4.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 6.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 8.00 ft Point Load: DL = 1008.0 # LL •= 896.0 # at 10.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 12.00 ft SUMMARY USING 5,125 x 12.000 Beam, Bending = 79.56%, Shear = 69.98% Max. Pos Mom @ 5.98 ft = 24.47 k -ft Shear: Max. @ Left = 5.69 k Reactions.... DL Maximum Max. Neg Mom @ 0.00 ft = 0.00 k -ft ....used for dsgn = 8.54 k Left = 3.06 k $.69 k Max @ Left = 0.00 k -ft ....Area Reg'd = 35.94 int Right = 3.65 k 6.81 k Max @ Right = 0.00 k -ft Max. @ Right = 6.81 k Max. Allow Moment = 30.75 k -ft ....used for dsgn = 10.22 k Deflections... fb : Max. Actual = 2386.9 psi Area RegId = 43.04 int Center = -0.29 in -0.55 in Fb :` Allowable = 3000.0 psi fv : Max. Actual = 166.20 psi ....Dist = 6.45 ft 6.448 ft Fv : Allowable = 237.5 psi ...L/Defl = 531 284 Ck= .811 E/Fb)".5 19.87 Left = 0.00 in 0.000 in Cs = (LeD'B"2)".5 = 4.83 Bearing Req'd @ Left = 1.71 in ...L/Defl = 0 0 Cv per DBC 2312.4.5 = 1.00 Bearing Req' d @ Right = 2.05 in Right = 0.00 in 0.000 in ...L/Defl = 0 0 24.47 Mmex a 24.47ft-k s 5.98 ft 0.00 Ptmfn - 0.00 ft -k O 0.00 it S.69 Ymex - 5.69 kIP3 V 0.00 ft ' Ymtn - -6.81 k1De o 13.00 ft -6.811 D.G. a 0.00 In s 0.00 ft Dmin - -0.55 1. • 6.45 ft 0.00 -0.55 ft 0.0 2.1 4.3 6.S 8.7 10.9 13.0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW70601516 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE ~ f OROVILLE, CA. 95966 530-533-2131 Date: 06/18/02 Page: 'GENERAL TIMBER BEAM DESIGN BEAM DATA SPAN DATA Timber Section End Fixity Pin:Pin Center Span = 12.00.ft Beam Width = 5.125 in Blastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25' UNBRACED LENGTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 190 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft Fc - Bearing = 650 psi Le : Right Cant. = 0.00 ft APPLIED I= Point Load: DL = 2485.0 # LL = 2209.0 # at 0.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 2.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 4.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 6.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 8.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 10.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 12.00 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 56.60°, Shear = 49.80% Max. Pos Mom @ 6.00 ft = 17.41 k -ft Shear: Max. M Left = 4.85 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft = 0.00 k -ft ....used for dsgn = 7.27 k Left = 5.09 k 9.34 k Max @ Left = 0.00 k -ft ....Area Req'd = 30.63 in2 Right = 3.62 k 6.75 k Max @ Right = 0.00 k -ft Max. @ Right = 4.85 k Max. Allow Moment = 30.75 k -ft ....used for dsgn = 7.27 k Deflections... fb :Max. Actual = 1698.1 psi ....Area Req'd = 30.63 int Center = -0.18 in -0.33 in Fb : Allowable = 3000.0 psi fv : Max. Actual = 118.29 psi ....Dist = 6.00 ft 6.000 ft Pv : Allowable = 237.5 psi .. L/Defl = 808 434 Ck = .811 8/Fb)".5 = 19.87 Left = 0.00 in 0.000 in Cs = (LeD%B"2)".5 = 4.83 Bearing Req'd @ Left = 2.86 inL/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 2.03 in Right = 0.00 in 0.000 in . ...L/Defl = 0 0 17.41 ttmex - 17.41ft-k • 6.00 ft Hmin a 0.00 ft -k O 0.00 ft 0.00 4.85 Ymex - 4.85 kip. f 0.00 ft Ymin - -4.8S kip. G 12.00 ft Y.. Dmex - 0.00 In o 0.00 fl -4.85 Dmin = -0.33 In • 6.00 ft 0.00 -0.33 ft 0.0 2.0 4.0 6.0 8.0 10.0 12.0 V4.4C1 (c) 1983-96 R ERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY CIVIL ENGINEER RCE 20647 EXPIRES 9-30-05 5A MADRONE AVE OROVILLE, CA. 95966 530-533-2131 GENERAL TIMBER BEAM DESIGN Date: 06/18/02 Page: 6t;o BEAM DATA SPAN DATA Timber Section, End Fixity Pin:Pin Center Span = 13.00 ft Beam Width = 5.125 in Blastic Modulus = 1800000 psi Left Cantilever = 0.00 ft Beam Depth = 12.00 in Beam Density = 35.0 pcf Right Cantilever = 0.00 ft Lamination Thickness = 1.50 in Load Duration Factor = 1.25 UNBRACED LENSTHS Fb - Bending = 2400 psi Beam Wt. is Added to Loads Le : Center Span = 2.00 ft Fv - Shear = 190 psi End Shear Calc'd at Support Le : Left Cant. = 0.00 ft - Fc - Bearing = 650 psi APPLIED LOADS Le : Right Cant. = 0.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 1.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 3.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 5.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 7.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 9.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 11.00 ft Point Load: DL = 1008.0 # LL = 896.0 # at 13.00 ft SUMMARY USING 5.125 x 12.000 Beam, Bending = 66.70%, Shear = 64.17% Max. Pos Mom @ 6.97 ft = 20.51 k -ft Shear: Max. @ Left = 6.25 k Reactions... DL Maximum Max. Neg Mom @ 0.00 ft = 0.00 k -ft ...,.used for dsgn = 9.37 k Left = 3.35 k 6.25 k Max @ Left = 0.00 k -ft ...:Area Reg'd = 39.46 int Right = 3.90 k 7.27•k Max @ Right 0.00 k -ft Max. @ Right = 5.37 k Max: Allow Moment = 30.75 k -ft ....used for dsgn = 8.05 k. Deflections... fb : Max. Actual = 2001.1 psi ..Area Req'd = 33.91 int Center = -0.25 in 0.41 in Fb : Allowable 3000.0 psi fv : Max. Actual = 152.40 psi ....Dist = 6.50 ft 6.500 ft FV : Allowable = 237.5 psi L/Defl = 624 335 Ck= .811 R/Fb)".5 19.87 Left = 0.00 in 0.000 in Cs = (LeD%B"2)".5 = 4.83 Bearing Req'd @ Left = 1.88 in ...L/Defl = 0 0 Cv per UBC 2312.4.5 = 1.00 Bearing Req'd @ Right = 2.18 in Right = 0.00 in 0.000 in- ...L/Defl = 0 0 20.51 Mmax - 20.51(t -k f 6.97 ft 0.00 dA I + Mmtn - 0.00 H -k O 0.00 it - 6.25 V. - 6.25 k1Da 0 0.00 ft Vmtn - -5.37 k1Da Y 13.00 ft v -5.37 Dmax - 0.00 1n V 0.00 ft Dmtn - -0.471.9 6.SO ft 0.00 -0.47 It 1 1 1 1 1 1 0.0 2.1 4.3 6.5 6.7 10.9 13.0 V4.4C1 (c) 1983-96 ENERCALC MICHAEL MOONEY, KW -0601576 MICHAEL MOONEY 5A MADRONE AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 Job Number 102-06-141 June 17, 2002 Client Name Koster/Pierce APN Analysis 1997 UBC Dead Loads Live Loads Roof Comp roof 6 psf '/2" plywood 1.5 16.psf Trusses 4.0 Insulat. 1.0 Y2" Gyp. Bd. 2.5 15 psf. Wall Stucco 10.0 Plywood 1.3 Framing 1.5 Y2" Gyp bd 2.5 Insulat. 1.0- 17 psf. Floor Conc. Slab 50 40 psf Wind Loads P =CecqqI where Exposure B Ce = 0.62 @ 15 feet Cg 0.3 in / 0.9 out windward roof 0.67 @ 20 feet 0.7 out, leeward roof 0.72 @ 25 feet 0.8 in windward wall 0.76 @ 30 feet 0.5 out leeward wall. Seismic Loads V=2.5 Cal W/ IAR C ! = 0.36, 1 = 1, R.= 5.5 / 4.5 Soil Bearing 1500 pounds per square foot Friction'— 0.35 Lateral- Bearing = 250 psf ft. q = 14.5. psf @ 75mph jun ie 02 11:47a Endeavor Homes 1O0 U) O39-OCOU pu / .c rli - - - - - - - - - - - - - - - - - - -------- -------- n L U. T ;l L Yd�C ----kGcP--E , -0, 02 z-�;W94, I ci K4b7 7-f -- ------c --D- ---- ____ -- ----_-------- r�lu --- �'�+'—,(/./I�- •V-V,V Y��b6J--- -- r'—t•---... � i. ' � I I--I� y ' I. *—;-- -----`Pct_! , 1 � i I �i r r , • I + { -- � --- --' — — ---- Ute. ✓� `' ` —f f ^----------i —�---- -- -- —I fit—i- 'i L. ! ! ! t ---- ---- I---� i•.- + _'--i I '^---I--' —t f t I I ---' —• n --w IIG i if i I 1 I i f • �� .! I -% t�I I � .-1 I I � ��—� l— i' ! I i I_! ------- 21 Lr__• I I I � I L� Y __ , __ _ I _ I_ t i �i /! I I t f �r,PP KAYkS __{ I �—;_� —i X Aklk • _ ! , j r �y--�� Ir t7 .'.. j � � + 1 r ! i � � , 1= .. ! ��l ! I. �� ,I � I ! � + j t ;;rt a —TI—` i �� �-. _ .a , �— � —� _—I ! - � —�� " fi I� •rl—"'f- � ` :I I --II t � r— - -- �r-... MICHAEL MOONEY 5A MADRONE, AVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 EXPIRES 9-30-05 530-533-2131/FX 534-0902 County of Butte June 17, 2002 Development Services Department Building Division 7 County Center Drive Oroville, CA 95966 Re: Koster/Pierce 4910 LaPorte Road I have reviewed the revised trusses and find them to be adequate. Thank you for your consideration. Yours. 30-05 t TRUSS SCHFD(11 F TAILS MARK I PITCH SPAN AMT. DESCRIPTION FRONT I BACK A GL ' CAr-Wr so CAr CA C*1 I N *J/4' as % CACA .Et -J D I - 4 K 2 i !60 14 I Ua % CANT ZA" i PROJECT: d�' S�D' i COUNTY: BUTT- U-CONTRACTOR: CONTRACTOR:ENDEAVOR HOMES :ROOF: Cot -AF, PLAN: ':DATE: JC�,�c iSNOW: DRAWN BY: M.1. NAIL CUT: PLUMB 4-00-00 , 4-00-00 Scale: 0.1157' Date: 06-06-2002 8-00-00 t J. KDSIEH SHOP WHE CO. E-00-00 1 Copyright (c) CompuTrus Inc C 02367949 ) Customer KOSTER-ENDEAVOR Fri Jun 7 08:42:42 2002 Project #: 67KOS Truss ID SJ Family # 205 Span 2-0 Quantity 12 Top Pitch 4/12 ACES -32 Ver.2.0. 810 (3/30/1999) 2-0 2-0 3X4 z 2-0 2-0 L, HL TO PK: 2- 1-5 + Design Valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for am individual j building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of LEFT HEIGHT: 0-3-14 IIIIISPAN: 2�Oa RISE: 0-11-14 RIGHT HEIGHT: 0-11-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP, 1-2=0.027 TOP CHORD:2X4 No.i6Btr GR OF -L TOP 16 10 BOTT 3-1=0.019 BOT CHORD:2X4 NO.i6Btr GR OF -L BOTT 0 8 LL.DEFL. < L/240 WEBS :2X4 STANDARD GR OF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING : 24.0 in. o. cUBC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 DEFLECTION (IN.) L.L= 0.00• D.L=0.00• T.L=0.00 REACTIONS• SIZE: 1--58.3.50 3--31.3.50 2--44, 1 .50 UPLIFTS (LBS) : 2=22 HORIZ. (LBS): 1-25 FORCES — LOAD CASE dl TOP CHORD: 1-2- 0 1 2-3m 0 BOTTOM CHORD: 3-1= 0, WEBS: TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG.,WALL HGT. 10 FT,BLOG. CAT. I,EXP. CAT. C.18(10+8) PSF OL,100.00 MI FROM OCEANLINE(ASCE7-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON -CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16-B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED Q 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES BUTTE COMMENTARY AND RECOMMENDATION. B COUNTY BUILDING DEPAR1*EN APPROVED A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE Design Valid for use only with MiTek connectors. This design is based only upon parameters shown, and Is for am individual j building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of component is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is. the responsibility of the erector. nA Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance OWNW regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- IEN �y� 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss _-- Plate Institute, 583 D'Onbfrlo Drive, Madison, WI 53719 MiTek Industries, Inc. �pONQ ft0F C.F.i Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/, " Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. 1/8' /s' C2 `�NJ5 2. Cut members to bear tightly against each o other. 0 �Z 03. Place plates on each face of truss at each joint and embed fully. Avoid knots and wane p v at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C C, C6 10 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed I Wo at time of 'This symbol Indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart RED FROM LEFT TO RIGHT WEBS ARE NUMBERED . practice is to camber for dead load deflection, 8. Plate type, size and location dimensions shown PLATE SIZE (� CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design' LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. W 13. Do not overload roof or floor trusses -with stacks BEARING Nil of construction materials. ' Indicates location of joints at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer, - 15. Care should be exercised in handling; erection a and installation of trusses. HYDRO -A/R PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL Customer KOSTER—ENDEAVOR [ 02367950 ] Fri Jun 7 OB:42:43 2002 Project #: 67KOS Truss ID EJ , Family # 205 Span 8-0 Quantity 54 Top Pitcn 4/12 TROJAI ACES -32 Ver .2.0. eta 4-1-12 8-0 4-1-12 3-10-4 3 4-1-12 8-0 X4 4-1-12 3-10-4 L. HL TO PK: 8-5-3 LEFT HEIGHT:0-3-14 SPAN:8—O RISE:2-11-14 RIGHT HEIGHT:2-11-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 L D TOP 1-2=0.182 TOP CHORD:2X4 No.1GBtr GR OF—L TOP 16 10 BOTT 4-5=0.065 BOT CHORO:2X4 No.16Btr GR DF—L BOTT O 8 LL.DEFL.@O=0.00 < L/240 WEBS :2X4 STANDARD GR OF—L STR.INC.: LUMB v 1.25 PLATE — 1.25 SPACING ' 24.0 in. o. cUBC 97—ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS = 1 OEFLECTION(IN.) L.L= O.O0.O.L=O.0O.T.L=0.00 REACTIONS. SIZE: 4--73.3.50 3--100.1.50 5--565,3.50 UPLIFTS (LBS) : 4-121, 3=46, 5=172 HORIZ. [LBS): 4-105 FORCES — LOAD CASE #1 TOP CHORD: 1-2a 439 . 2-3- 0, 3-4- 0 BOTTOM CHORD: 4-5=-416. 5-1=-416, WEBS: 2-5=-501. 2-4= 443. TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG., WALL HIST. 10 FT, BLDG. CAT. I, EXP. CAT. C, 18 (10+8) PSF OL, 100.00 MI FROM OCEANLINE (ASCE?-9: TRUSS HAS BEEN CHECKED FOR 10 PSF NON—CONCURRENT LIVE LOAD AND 8.00 PSF DEAD LOAD ON BOTTOM CHORD PER TABLE 16—B, UBC -94 TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED, BOTTOM CHORD CONTINUOUSLY BRACED @ 10'0"O.C. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF WEB MEMBERS, WHERE REQUIRED, ARE AS SHOWN ABOVE. FOR J U H 1 Q 7@019 ADDITIONAL PERMANENT AND TEMPORARY BRACING (WHICH IS ALWAYS REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES COMMENTARY AND RECOMMENDATION. Bt ` 1ftnum ' T WWI 110 -- UitD�NG B DEPAW ON Appflov''ED v A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SIDE BEFORE USE �. ,04q Design valid for use only with MITek connectors. This design is based only upon parameters shown, and is for an individual ,> X �1�3' building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of ti component Is responsibility of building designer — not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. MITM Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidanceregarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- C Or CAt- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss - . . .Plate Institute, 583 D'Onofrio Drive, Madison, Wl 53719 MiTek Industries, Inc. 07 0 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/' ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. /8� 0 C2 C3hC6 2. Cut members to bear tightly against each other. c �, 0 3. Place plates on each face of truss at each O joint and embed fully• Avoid knots andwane p v at joint locations. For 4 x 2 orientation, locate 4. Unless otherwise noted, location chord splices C8.C70 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS, A J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19go at time of *This symbol indicates the fabrication. required direction of slots in t 6. Unless expressly noted, this design isnot connector plates. applicable for use with fire ?etardaor JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber: AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO, THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the k_'1 is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for:dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width all respects, equal to or better than the grade 4 x 4 perpendicular to slots. Second BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. ; LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC%DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. ,m BEARING 13. Do not overload roof of floor trusses with stacks of construction materials., Indicates location of joints.at 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. M� ® TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings,.Inc. GANG-NAIL ® • s Customer KOSTER-ENDEAVOR [ 02367951 ) Fri Jun 7 08:42:47 2002 Project #: 67KOS Truss ID HG Family # 324 Span 56-0 Quantity 6 Top Pitch 4/12 TROJA ACES -32 Ver .2.0. BIG I3/yoi 2ya ; PLATE OFFSETS (X -LEFT. Y=TOP): (j3=4, 31. (j5=3; 5). [j7=3.51. (j9=4.31. (j 13-5, 31, [j 19=5. 3). BOTT CHORD SPLICES:14-15-6X6:17-10-6X6: 56-0 1-1-12;0-1514-1-13 21-0-14 28-0 34-11-2 41-10-3 48-11-15 -1014. -1-12-11- 7-0-14 6-11-2 6-11-2 6-11-2 6-11-2 7-0-14 2-11-4-1-12 4X6 I 4) 5 8) 8:` 4X46 7> 6 418 7�6 416 8 98 4XR 4X6 f 3X6 - 5x 1 ow 7-0-15 r 56-0 _1_12 14-1-13 21-0-14 28-0 34-11- 41-10-3 48-11-151-1034 -1-12 .7-0-14 6-11-2 6-11-2 6-11-2 6-11-2 7-0-14 2-11- 2-11-3 4-1-12 I I 5h'A 1. 111V C'• v 3 REPETITIVE STRESSES NOT USED NO. OF MEMBERS = DEFLECTION(IN.) L.L- 0.76. 0.L=Ot85, T.L-1.61 CHORD: 3-4; 4-5; 5-6: ' 6-7; 7-8: 8-9 TO BE 2X6 No .2 GR OF -L WEB: 4-19: 8-13 TO BE!2X4 No.]6Btr GR OF -L x� REACTIONS, SIZE: 20--4694. 3.50 12--4694.3.50 UPLIFTS (LBS) : 20-307; 12=307 HORIZ. (LBS):20-15 FORCES - CASE Nf TOP CHORD: 1-2- 6268 . . 2-3--5252. 3-4--4983, 4-5--14550, 5-6--20049, 6-7--20048. 7-8--14547, -4 8-9--4979• 9-10--5248• 10-11= 628, BOTTOM CHORD: 11-12=-598. 12-13=-59B. 13-14= 14547• 14-15= 20048, ]5-16= 21862. 16-17= 21882. 17-18= 20049, v 16-19-, 14550, 19-20--598. 20-1--598. WEBS: 2-20--4552• 2-19- 6122. 3-19- 692, 4-19--10029• 4-18- 2046. 5-18=-5776• 5-17- 865• rn 6-17--1925, 6-16= 277, 6-15--1926, 7-15- 866, 7-14--5777• 8-14- 2046• B-13=-10031, o 9-13- 691. 10-13- 6119• 10-12--4553, y LOADING STRESS INCREASE LOADING PANEL (PLF) / JOINTS (LBS) J U H i U 20O ' LUMBER PLATE TYPE ' 1 9-f f- 52 11- f- 40 1.25 1.25 UNIFORM 1- 3- 52 3- 9- 130 CONCENTRATED 3- 486 9- 486 TRUSS CHECKED FOR 80 M:P.H WIND, ENCL.6LDG., WALL HGT. 10 FT, BLDG. CAT. I• EXP. CAT. C• 18 (10+8) PSF OL. 100.00 MI FROM OCEA%:,:k (M7-9: DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TPI I_CATION: BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCO B.- G-- ZK USS BRACLNd R r raAt - -- ^ _ � rEwBERS NAILED TOG:'•W/1-ROWIS)-`OF .131x3sin,,,,NAILS SO=in: 0.c. (TOP CHS=1; AND 1 ROW(§) OF .131x3 in _ ;Fk ro. T. CHS (F'-�.l abs�use.�1..ROW�o-f NAILS 12 i__-�. O.C. AT 31 g IRj�'*I)j s%Rnm'Ur rtEJWi85Sta)(3flbil ��;�mlYlizSkS( CIRIb2EVERSESIDE_ BEFORE USE nn1 IU r l' '0" C ES RI[ ID Y SHEAT D` ATE b--3 r Desig�Yvalrr�r^�ror 1 a- uR�� r 'V % for an individual N� C049919 _ build! rtl 4o A- II r W er incorporation of comp 1Ak i� olisi T s U r @l, r��dlateral support of individual web r�r A I t r .(D{� s a i i y daring cons ruction is•�s a responsibility of the erector. - mr Additisi9a r tur8" responsibility of the building designer. For general guidance • ®�� "NIV IV regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss imi dii�,FO Plate Institute, 583 D'Onofrlo'Drive, Madison, WI 53719 _ MiTek Industries, Inc. r L. HL TO PK: 7-5-8 + `. RISE: 2-11-14 R. HL TO PK RIGHT HEIGHT: :7-5-6 0-3-14' LEFT HEIGHT: 0-3-14 (PSF) ' MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,190 LOADING L D+ TOP 5-6=0.566 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10 BOTT 15-16=0.685 BOT CH0RO:2X6 WEBS :2X4 No.1 GR OF -L STANDARD GR OF -L RnTT O BI LL.DEFL.@16=0.76 < L/240 ------ I I 5h'A 1. 111V C'• v 3 REPETITIVE STRESSES NOT USED NO. OF MEMBERS = DEFLECTION(IN.) L.L- 0.76. 0.L=Ot85, T.L-1.61 CHORD: 3-4; 4-5; 5-6: ' 6-7; 7-8: 8-9 TO BE 2X6 No .2 GR OF -L WEB: 4-19: 8-13 TO BE!2X4 No.]6Btr GR OF -L x� REACTIONS, SIZE: 20--4694. 3.50 12--4694.3.50 UPLIFTS (LBS) : 20-307; 12=307 HORIZ. (LBS):20-15 FORCES - CASE Nf TOP CHORD: 1-2- 6268 . . 2-3--5252. 3-4--4983, 4-5--14550, 5-6--20049, 6-7--20048. 7-8--14547, -4 8-9--4979• 9-10--5248• 10-11= 628, BOTTOM CHORD: 11-12=-598. 12-13=-59B. 13-14= 14547• 14-15= 20048, ]5-16= 21862. 16-17= 21882. 17-18= 20049, v 16-19-, 14550, 19-20--598. 20-1--598. WEBS: 2-20--4552• 2-19- 6122. 3-19- 692, 4-19--10029• 4-18- 2046. 5-18=-5776• 5-17- 865• rn 6-17--1925, 6-16= 277, 6-15--1926, 7-15- 866, 7-14--5777• 8-14- 2046• B-13=-10031, o 9-13- 691. 10-13- 6119• 10-12--4553, y LOADING STRESS INCREASE LOADING PANEL (PLF) / JOINTS (LBS) J U H i U 20O ' LUMBER PLATE TYPE ' 1 9-f f- 52 11- f- 40 1.25 1.25 UNIFORM 1- 3- 52 3- 9- 130 CONCENTRATED 3- 486 9- 486 TRUSS CHECKED FOR 80 M:P.H WIND, ENCL.6LDG., WALL HGT. 10 FT, BLDG. CAT. I• EXP. CAT. C• 18 (10+8) PSF OL. 100.00 MI FROM OCEA%:,:k (M7-9: DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TPI I_CATION: BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCO B.- G-- ZK USS BRACLNd R r raAt - -- ^ _ � rEwBERS NAILED TOG:'•W/1-ROWIS)-`OF .131x3sin,,,,NAILS SO=in: 0.c. (TOP CHS=1; AND 1 ROW(§) OF .131x3 in _ ;Fk ro. T. CHS (F'-�.l abs�use.�1..ROW�o-f NAILS 12 i__-�. O.C. AT 31 g IRj�'*I)j s%Rnm'Ur rtEJWi85Sta)(3flbil ��;�mlYlizSkS( CIRIb2EVERSESIDE_ BEFORE USE nn1 IU r l' '0" C ES RI[ ID Y SHEAT D` ATE b--3 r Desig�Yvalrr�r^�ror 1 a- uR�� r 'V % for an individual N� C049919 _ build! rtl 4o A- II r W er incorporation of comp 1Ak i� olisi T s U r @l, r��dlateral support of individual web r�r A I t r .(D{� s a i i y daring cons ruction is•�s a responsibility of the erector. - mr Additisi9a r tur8" responsibility of the building designer. For general guidance • ®�� "NIV IV regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, OSB- 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss imi dii�,FO Plate Institute, 583 D'Onofrlo'Drive, Madison, WI 53719 _ MiTek Industries, Inc. Symbols Numbering System A General SafetylNotes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Proper/ 13/, ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. y8' C2 C3J5 2. Cut members to bear tightly against each other. , c 0Z53 �, c Z��,3 3. Place plates on each face of truss at each U O joint and embed fully. Avoid knots and wane p '' " v at joint locations. For 4 x 2 orientation, locate d 4. Unless otherwise noted, location chord splices C, 4 plates 1 /8" from outside edge of at 114 panel length (±6" from, adjacent joint.) truss and vertical web. BOTTOM CHORDS J 1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 190/. at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE J preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 4 to slots. Second all respects, equal to or better than the grade x perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transfemng.connecflons to trusses are the responsibility of others unless shown. I TM 13. Do not overload roof or floor't[iisses with stacks BEARING of construction materials.- ` , Indicates location of joints at _ 14. Do not cut or alter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. •15. Care should be exercised in handling, erection and installation of trusses. N� ® TM HYDRO A/R ® PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL ) KOSTER-ENDEAVOR [ 02367952 Fri Jun 7 08:42:53 2002 RISE:3-7-14 Customer Project #: 67KOS Truss ID H1 Family 1 Top Pitch # 324 : 4/12 MINIMUM GRADE OF LUMBER Span 56-0 Quantity D TOP 5-6-0.589 TOP CHORD:2X4 No.16Btr GR OF -L TROJAN 10 R ACES -32 Ver.2.0. B1C (3/30/1999) PLATE OFFSETS (X -LEFT, Y- TOP): [j3-4, 3), [j4-4. 2). (15.3.51. ()7-3.51. [j8-3.21. (j9=4, 3). [j 12-4, 1.5). (120=4, 1.51, SS GR OF -L STANDARD GR OF -L BOTT CHORD SPLICES: 14-15-5X10. (18 GA) ; 17-18-5X10• (18 GA) ; BRACE FLAT PART OF T.C. L / IN. O.C. FROM JTS. ;�! _TO_ . 56-0 4-1-12;10-15 14-1-13 1-0-14 8-0 34-11-2 41-10-3 48-11-151-1014 -1-12-11- 7-0-14 6-11-2 6-11-2 6-11-2 6-11-2 7-0-14 2-11-4-1-12 8X8 8X8 4X7 716 4X68 7X6 417 9 4X5 4Xa 1 4X61 4X6 f _ - — 7-0-15 56-0 _1_12 14-1-13 21-0-14 28-0 34-11-2 41-10-3 48-11-15;-10 4 -1-12 7-0-14 6-11-2 6-11-2 6-11-2 6-11-2 7-0-14 2-11- 2-11-3 4-1-12 L. HL TO PK: 7-5-6R AN 56-0 RISE:3-7-14 . HL TO PK :7-5-6 RIGHT HEIGHT:0-3-14 LEFT HEIGHT:0-3-14 (PSF) SP- MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,19C LOADING L D TOP 5-6-0.589 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 OnTT n 10 R BOTT 15-16=0.684 LL.DEFL.@16=0.82 BOT CHORD:2X6 < L/240 WEBS :2X4 SS GR OF -L STANDARD GR OF -L STR.INC.: LOMB - 1.25 PLATE - 1.25 SPACING : 24.0 in. o. cUBC 97-ICBO.ANS SSES USED NO. OF MEMBERS - 1 PI95 REPETITIVE STRE DEFLECTION (IN.) L. L- 0. 82. 0.L-0.92. T.L-1.75 CHORD: 3-4; 4-5; 5-6: 6-7; 7-B; 8-9 TO BE 2X6 No . 2 GR OF -1 TEMP AND PERMANENT BRACING PLAN SHALL DE DESIGNED BY QUAILF WEB: 4-19; 8-13 TO BE 2X4 No . 16Btr GR OF -L BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER ANDY REACTIONS. SIZE: 20--1904. 3.50 12--1904.3.50 LOCAL BLDG. DEPT. UPLIFTS (LBS):20-76. 12-76 ,!.!!!ii■ HORIZ. (LBS):20-15 rn FORCES - LOAD CASE s1 A 03, 6-7--7703, 7-8--5502. TOP CHORD: 1-2- 464 , 2-3--1778• 3-4--1687• 4-5--5504• 5-6--77 8-9--1685. 9-10--1776. 10-11- 464, BOTTOM CHORD: 11-12=-442• 12-13=-442. 13-14- 5502. 14-15= 7703. 15-16= 8436. 16-17= 8436• 17-18= 7703• 18-19- 5504. 19-20--442. 20-1--442• WEBS: 2-20--1847• 2-19- 2335. 3-19- 320• 4-19--4001• 4-18- BSB. 5-18--2310, 5-17- 346, 6-17--770, 6-16- 111• 6-15--771, 7-15- 346• 7-14--2311• 8-14- 818. 8-13--4001, 9-13- 320. 10-13- 2334, 10-12--1847• IIID (� T, WEB 5-18; 7-14 BRACED at 1/2 POINTS AS SHOWN ABOVE JUN l7 �lr(� WEB 4-19; 8-13 BRACED at 1/3 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND. ENCL.BLOG.. WALL HGT. JO FT, BLDG. CAT. I, EXP. CAT. C. 18 (10+8) PSF DL, 100.00 MI FROM OCEANLINE S E7-9: DUE TO THE EXTREME SIZE OF THIS TRUSS. EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TO TPI PUBLICATION: A BRACING WOOD TRUSSES, COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCORDING TO THE TRUSS BRACING TO) CHORD BRACING @ 24" 0 C UNLESS RIGIDLY SHEAT( -TED, BOTTOM=CHOKD� CONTINUOUSLY BRACED @ T00_O:C_UNLESSRIGTDLY�SHEATI D�LATERALR C��,y )D _F f NT AND TEMPORARY BRACING (WHICH IS ALWAYS 0��{E}�fKtr1M'TW�BB:_( g� IrRG �01>flf�US6ft1S THIS AND REVERSE S/DE BEFORE USE ` ��ry Egi4Yll '[ A&Yo�'�jl�I 6MMWrs: ThTsNdesign is based only upon parameters shown, and is for an individual building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation of t� 9 r� ` t�tO. r_(an"n�1p ~ ' component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during Is the responsibility the 1 construction of erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance im . regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- Bracing Bracing Recommendation from Truss live'Handling �t`� nInstallation and available . Pat 1e Instiitute, 583 D`Onofrio Dr,Madiso, WI 5371g MiTek Industries, Inc. Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property Center plate on joint unless r". Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. C2 J5 2. Cut members to bear tightly against each o 0 �., 3 0 other. 3. Place plates on each face of truss at each + joint and embed fully. Avoid knots and wane 0 " U at joint locations. For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices c8 C, C D plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19`/. at time of *This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM 13. Do not overload roof or floor trusses with stacks BEARING 4 of construction materials.. • , Indicates location of joints. at 14. Do not cut or alter truss members or plate without which bearings (supports) occur.MIT@k Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection and installation of trusses. v� ® TM 04YORO A/R PANEL ©1993 Mitek Holdings, Inc. CLIP GANG -NAIL Customer KOSTER-ENDEAVOR 02367953 ] Fri Jun 7 OB:43:04 2002 Project #: 67KOS Truss ID H2 Family # 324 Span 56-0 Quantity B Top Pitch : 4/12 ACES -32 Ver.2.0. e10 (j/3u/1�) PLATE OFFSETS [X=LEFT, Y -TOP): [15=5, 31. [1B=5. 31. [114-3, 21. (116-3, 21. [119-3. 21, [121=4. 2). 19-0-15 56-0 1-1-12.9-6-7 14-3-11 5-0-14 1 30-11-2 1 36-11-1 41-8-5 6-5-9 51-10-4 A-1-12'5-4-11 4-9-4 4-9-4 5-11-15'5-10-3 '5-11-15'4-9-4 4-9-4 5-4-11 -1-12 4X5 4 4> 5 7)10 415 1)4 7610 4X5 9 4X� 4X7 4X6 416 It 1 4X62 tn 3i 4b 4A 512 48 46 5A 48 40 3A u 19-0-15 56-0 1-1-12.9-6-7 14-3-11 25-0-14 1 30-11-2 1 36-11-1 1-8-5 6-5-9 51-10-4 -1-12 5-4-11 4-9-4 4-9-4 5-11-15'5-10-3 '5-11-15'4-9-4 4-9-4 5-4-11 -1-12 L. HL TO PK: 20-1-5 R. HL TO PK :20-1-5 LEFT HEIGHT: 0-3-14 _SPAN --56-0' RISE: 6-11-14 RIGHT HEIGHT: 0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER PLATES:M20-220,19C L D TOP 5-6=0.461 TOP CHORD:2X4 No.16Btr GR OF -L TOP 16 10 BOTT 17-1B=0.473 BOT CHOR0:2X4 No.16Btr GR DF -L BOTT 0 B LL.DEFL.@17=0.20 < L/240 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.25 PLATE - 1.25 SPACING ' 24.0 in. o. CUBIC 97-ICBO,ANSI/TPI95 REPETITIVE STRESSES USED NO. OF MEMBERS - 1 OEFLECTION(IN.) L.L- 0.20, D.L-0.22, T.L-0.42 WEB: 2-21: 11-14 TO BE 2X4 No.16Btr GR OF -L REACT IONS, SIZE: 13--1904, 3.50 22--1904.3.50 TEMP. AND PERMANENT BRACING PLAN SHALL DE DESIGNED BY QUAILFIED UPLIFTS (LBS) : 13=141. 22=141 BLDG. DESIGNL•R AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND HORIZ. (LBS) : 13-44 LOCAL BLDG. DEPT. FORCES - LOAD CASE N1 TOP CHORD: 1-2= 439 , 2-3=-2361. 3-4=-2725, 4-5=-2650, 5-6=-2890. 6-7=-2890, 7-8=-2890, 8-9--2650. 9-10--2725, 10-11--2361. 11-12- 439. BOTTOM CHORD: 12-13--416, 13-14--416. 14-15- 2240, 15-16- 2585, 16-17- 2512. 17-18- 2890, 18-19- 2512. 19-20- 2585, 20-21- 2240, 21-22--416, 22-1--416, WEBS: 2-22--1828. 2-21- 2745. 3-21--611, 3-20= 415, 4-20--155, 4-19--103, 5-19- 159. 5-18- 552, 6-18--308, 6-17- 0. 7-17--308, 8-17- 552, 8-16- 159, 9-16--103. 9-15--155, 10-15- 415, 10-14--611, 11-14- 2745, 11-13=-1828, WEB 6-17 BRACED at 112 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG., WALL HGT. 10 FT, BLDG. CAT. I, EXP. CAT. C. 18 (10+8) PSF OL, IOOI.p"Ii FUMnQ(' INLINE (ASCE7-9: DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TOO VVTPIII�� PUB�(LJJIC//AT�L�II((O�h BRACING WOOD TRUSSES. COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCORDING TO THE TRUSS BRACING TOP CHORD BRACING @ 24" O.C. UNLESS RIGIDLY SHEATHED; BOTTOM-C-HORD CONTINUOUSLY BRACED -&10'0 -"QC. UNLESS RIGIDLY SHEATHED. LATERAL BRACING OF�WEB MEMBERS, WHERE REQUIRED; ARE AS SHOWN ABOVE: FORS ADDITIONAL PERI AN NT`AND TEMPORARY BRACING (WHICH IS ALWAYS ( £Sl REQ'D) REFER TO TPI PUBLICATION HIB -91 BRACING WOOD TRUSSES C^CQ�/ COMMENTARY AND RECOMMENDATION. A WARNING - Verify design parameters and READ NOTES ON THIS A E R Design valid for use only with MITek connectors. This design is based only upon parameters show for 'v,� tuilding component to be installed and loaded ve•tically. Applicability of design parameters and p pe of NO. 0014991 Y component is responsibility of building designer -not truss designer. Bracing shown is for later p ividua� )Xp' web members only. Additional temporary bracing b Insure stability during construction is t of theto Additional permanent bracing of the overall structure is the responsibility of the building or en*113 ce ®� regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST aualit - �`� ,�S'j � 89 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation availa m Truss _-- r"�; 0 Plate Institute, 563 D'Onofrlo Drive, Madison, WI 53719 MiTek Industries, Inc. Z -. AI�F� Symbols Numbering System A General' Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property -� 1 3/4 ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are in inches. Apply '. 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. ��• '/8+ C2 C3 J5 2. Cut members to bear tightly against each 0 other, 0O , c 3. Place plates on each face of truss at each O joint and embed fully. Avoid knots and wane p v at joint locations. For 4 x 2 orientation, locate For 0- 4. Unless otherwise noted, location chord splices C8 C; C, 0 plates 1/8" from outside edge of at 114 panel length (±6" from adjacent joint.) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of 'This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber. AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and ' *For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85-75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBO 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. Indicates location of required SBCCI 87206, 86217, 9190 spacing, or less, if no ceiling is installed, unless otherwise noted. continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM 13. Do not overload roof or floor trusses with stacks BEARING of construction materials. Indicates location of joints at 14. Do not cut or atter truss members or plate without which bearings (supports) occur. MiTek Industries, Inc. prior approval of a professional engineer. 15. Care should be exercised in handling, erection ® and installation of trusses. TM HYDRO A/R ® PANEL V ©1993 Mitek Holdings, Inc. CLIP GANG-NAILQD Customer KOSTER—ENDEAVOR ( 02367954 ] Fri Jun 7 06:43:13 2002 Project #: 67KOS Truss ID A Family # 114 - Span 56-0 Quantity 3 Top Pitch 4/12 TROJAI a:_ES-32 Ver.2.0, di0 t-1/.OlJfaa LATE OFFSETS (X -LEFTY -TOP): (j3-3.31, (j9.3,3). (I 15-3.21. (j 17.3.21. 56-0 J-1-12&-2-6 14-4 20-11-7 28-0 35-0-9 41-8 47-9-10 1-10- -1-12 -0-10 6-1-11 6-7-7 7-0-9 7-0-9 6-7-7 6-1-11 -0-10 4-1-12 4�5 4X5 5�6 4�5 415 4X6 56 5X6 4XR 4X6 4X6 2 11 31, a 4fl 48 5) 1 48 511 41g 4)?6 3A U U 8-2-6 56-0 -1-12 14-4 20-11-7 28-0 35-0-9 41-8 47-9-10 1-10- -1-12 6-1-11 6-7-7 7-0-9 7-0-9 6-7-7 6-1-11 -0-10 4-0-10 4-1-12 L. HL TO PK: 29-6-3R . HL TO PK :29-6 -3 LEFT HEIGHT: 0-3-14 SPAN: 56-0_ RISE: 9-7-14 RIGHT HEIGHT: 0-3-14 LOADING (PSF) MAX STRESSES MINIMUM GRAOE OF LUMBER PLATES:M20-220,19C L D TOP 4-5-0.550 TOP CHORD:2X4 No.1&Btr GR OF—L TOP 16 10 BOTT 17-16-0.470 BOT CHORD:2X4 No.i&Btr GR OF—L ROTT O B LL.DEFL.@16-0.16 < L/240 WEBS :2X4 STANDARD GR DF—L STR.INC.: LUMB — 1.25 PLATE — 1.25 SPACING ' 24.0 in. o. cUBC 97—ICBO,ANSI/TP19b REPETITIVE STRESSES USED NO. OF MEMBERS — 1 DEFLECTION (IN.) L.L- 0.16. D.L-0.18, T.L=0.35 WEB: 2-19: 10-13 TO BE 2X4 No.1&Btr GR OF -L TEMP. AND PERMANENT BRACING PLAN SHALL DE DESIGNED BY QUAILFIED REACT IONS, SIZE: 12--1904, 3.50 20--1904.3.50 UPLIFTS (LBS) : 12=175. 20=175 BLDG. DESIGNER AND APPROVED BY ARCHITECT, PROJECT ENGINEER AND HORIZ. (LBS) : 12-64 LOCAL BLDG. DEPT. FORCES - LOAD CASE 01 TOP CHORD: 1-2= 439 , 2-3=-2076. 3-4=-2725, 4-5=-2568, 5-6=-2114. 6-7=-2114, 7-8=-2568, 8-9--2725. 9-10--2076. 10-11- 439. BOTTOM CHORD: 11-12--416, 12-13--416. 13-14- 1970, 14-15- 2585, 15-16- 2437, 16-17- 2437, 17-18- 2585, 18-19- 1970, 19-20--416, 20-1--416, WEBS: 2-20--1838. 2-19- 2525. 3-19--746. 3-18= 674, 4-18=-174, 4-17=-184, 5-17- 217, 5-16--608. 6-16- 970, 7-16--608. 7-15- 217, 8-15--184, 8-14=-174, 9-14- 674, 9-13--746, 10-13- 2525, 10-12--1838, WEB 5-16: 7-16 BRACED at 1/2 POINTS AS SHOWN ABOVE TRUSS CHECKED FOR 80 M.P.H WIND, ENCL.BLDG., WALL HGT. 10 FT, BLDG. CAT. I. EXP. CAT. C. 18 (10+8) PSF OL, 100�.�C11�MI1 FfiQM?Z)EtNLINE (ASCE?-9: DUE TO THE EXTREME SIZE OF THIS TRUSS, EXTRA CARE SHOULD BE TAKEN DURING HANDLING AND ERECTION. REFER TOvO TPI PUBLICATION: PUBLICATION: BRACING WOOD TRUSSES. COMMENTARY AND RECOMMENDATIONS TEMP. AND PERMANENT BRACING SHALL BE INSTALLED ACCORDING TO THE TRUSS BRACING -mss TOP CHORD'BRACING-©.24" O.CsUNLESS.RIGIDLY SHEATHED,-BOTTOM-C-HORD CONTINUOUSLY BRACED Ca 10'0"O.C. UNLESS RIGIDL-Y-SHEA-THED-LATERAL BRAGING•OF WEB -MEMBERS; WHERE-REQUIRED�ARE AS SHOWN ABOVE. FOR G OQR SSIO ADDITIONAL RlQD) REFER TO T EUBLINT C�ADTION H B -TEMPORARY BRACINBRACG WOOD TRUSSES ING (WHICH IS WAYS 7P yG �� A WARNING - Verify design parameters and READ NOTES ON THIS AND REVERSE SID£ VO Design valid for use only with'MITek connectors. This design is based only upon parameters shown, and is for an Individual ` 9C�r t .�. building component to be installed and loaded vertically. Applicability of design parameters and proper incorporation ofC 991 component � t- component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to Insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection, and bracing, consult OST -88 Quality Standard, DSB- - A 39 Bracing Specification, and HIB -91 Handling Installation and Bracing Recommendation available from Truss OF • L`F �a� MlTek @Wd&s C Plate Institute, 583 D'Onofrlo Drive, Madison, WI 53719 eNr!' � , Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 13/ ' Center plate on joint unless Damage or Personal Injury dimensions indicate otherwise. Dimensions are In inches. Apply 1. Provide copies of this truss design to the plates to both sides of truss and J2 J3 J4 building designer, erection supervisor, property securely seat. TOP CHORDS owner and all other interested parties. V8+ C2 Q J5 2.. Cut members to bear tightly against each 0 CLI 0 �. , c other. 3. Place plates on each face of truss at each U `, 3 O joint and embed fully. Avoid knots and wane 5 p ; " at joint locations. * For 4 x 2 orientation, locate a 4. Unless otherwise noted, location chord splices C8 C, C, 0 plates 1/8" from outside edge of at 114 panel length (t6" from adjacent joint,) truss and vertical web. BOTTOM CHORDS J1 J8 J7 J6 5. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of "This symbol indicates the fabrication. required direction of slots in connector plates. 6. Unless expressly noted, this design is not applicable for use with fire retardant or JOINTS AND CHORDS ARE NUMBERED CLOCKWISE preservative treated lumber, AROUND THE TRUSS STARTING WITH THE LOWEST JOINT FARTHEST TO THE LEFT. 7. Camber is a non-structural consideration and 'For tabular plating format refer to the is the responsibility of truss fabricator. General MiTek/Gang-Nail Joint/Plate Placement Chart WEBS ARE NUMBERED FROM LEFT TO RIGHT. practice is to camber for dead load deflection. 8. Plate type, size and location dimensions shown PLATE SIZE CONNECTOR PLATE CODE APPROVALS indicate minimum plating requirements. 9. Lumber shall be of the species and size, and in The first dimension is the width 4 x 4 to slots. Second all respects, equal to or better than the grade perpendicular BOCA 86-93, 85 75, 91-28 specified. dimension is the length parallel to slots. HUD/FHA TCB 17.08 10. Top chords must be sheathed or purlins provided at spacing shown on design. LATERAL BRACING ICBG 1591, 1329, 4922 11. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless Indicates location of required SBCCI 87206, 86217, 9190 otherwise noted, continuous lateral bracing. WISC/DILHR 870040-N, 930013-N, 910080-N 12. Anchorage and/or load transferring connections to trusses are the responsibility of others unless shown. TM 13. Do not overload roof or floor trusses with stacks BEARING of construction materials. Indicates location of joints at 14. Do not cut or atter truss members or plate without which beurlr,ys (suppurts) ucuui. Milek Industries, Inc. prior approval of o prefemional enginoor. 15. Care should be exercised in handling, erection o and installation of trusses. TM HYDRO A/R ® PANEL CLIP ©1993 Mitek Holdings, Inc. GANG -NAIL � d CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made apart 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 r must be provide for by the land owner. Driveway Standards [>�] 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other appartezant 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. y] 1273.03 Grade. Not to exceed 16 percent unless paved. l 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [j 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [fl 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. 6 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. I1 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--, 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 [�L 1. Gate entrances shall be at least two feet wider than the roadway it serves. [ 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [' 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ 1. All parcels 1 acre 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. (YJ 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_tal inspection of a building permit. Page 2 of 3 'j. AP # PERMIT # NAM Other Reauirements [ ] If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet Choose any 3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not to exceed _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 NOTES RESIDENTIAL 028-130-038 03-0502 PERMIT NOS KOSTER, RAY 4910 UA PORTE RD'BANGOR`�'"•" _ CONT: TJC STELL STRUCTURE } �=ARPORT i 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (D e) -16-03- Signature CHECKED BY J=OK 0 = Not OK . = Not Readyable MOBILE HOMES.,. Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements-Setbacks-Easements.'•t 1. Zoning Requirements -Setbacks -Easements i- Footings; Size -Spacing -Marriage Line. ' i 2. Soils; Special MH Support Sketch Gas; MH Test -Demand -Valve -Connector. 3. Sewer; Location -Test -Fall -C/O -Concrete Electricity; MH Test -Crossovers -Breakers -Clearances 4. Water; Location -Test -Easement Needed (Sketch) r 5.1 Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Water; MH Test -Regulator -Connector 6. Gas; Location -Test -Wrap;-/ . P' L 'ft. / P Nat. or/ P' L "ft./ P LPG Water and Sewer.Connected-.0/O to Grade -HD Approval 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.'•t 2. Footings; Size -Spacing -Marriage Line. ' i 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-.0/O to Grade -HD Approval 8. Gas and Electricity Tagged . 9. Tie Downs -Type -Installation Cert. ..10. Exits; Insp.-Sketch 11. Cert. of Occupancy , Gas; MH Test -Demand -Valve Date , COVERS, CARPORTS, GARAGES (Plans) OK except #'s Card B-1 Date. .. Card B-1 Date Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails Card B-1 Date Card B-1 Date PERMANENT END SYSTEW(ONLY) - 6. Carports; Windows -Doors 1. Zoning Requirements -Setbacks -Easements 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 2. Footings; Size -Spacing -Marriage Line r 1 M11. 12. Date oof; Shthg-Roofing Ext.; Steps -Doors -Landings Braced Wall Panels Card B-1 Date Card B-1 3. Blocking Light Niche 12. 4. Gas; MH Test -Demand -Valve Date 5. Electricity; MH Test Card B-1 Date Card B-1 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged. 9. Exits 10. License Decals 11. Verify #'s with Office r. Date Card B-1 Date Card B-1 Date -Card B-1 _Date Card B-1 MISCELLANEOUS Date D , COVERS, CARPORTS, GARAGES (Plans) OK except #'s y:.90Yfg Requirements -Setbacks -Easements 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. f Nailing -Veneer -Stucco -Mesh S!ORL 1 M11. 12. Date oof; Shthg-Roofing Ext.; Steps -Doors -Landings Braced Wall Panels 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 Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s Garage Fire Protection Framing -RC Channel 1. Zoning -Setbacks -Easements -Flood -Slope Property Line Firewall & Openings 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 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 61. 8. Piers -Fireplace Ftg.-Steel 62. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 63. 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground FINAL (Plans) OK except #'s 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 68. G.F.I. & Bath Fixtures & Tub Access -Spa Date 69. Card B-1 Date Card B-1 Date 70. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Fireplace or Stove, Clearance -Hearth 17. Water Htr.; Vent -Access -Combustion Air Baffle Elec. Outlets at Wood Panel, Int. & Ext. 18. Water Pipe; Test & Anchor -Nail Protection Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 19. D.W.V.; Test Fittings & Anchor -Nail Protection Elec. Outlets & Receptacles at Kit. Counter 20. Shower Pan; Test, First Floor -Tub Access Garage Fire Door; Swing -Landing -Closure 21. Test Tub & Shower, Second Floor -Tub Access A.C. Duct in Garage -Damper 22. Gas Pipe; Sixe & Anchors Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 23. Fire Sprinkler; Test Plb.; Elec. & Mech. Equip. Listed for Location 79. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 82. 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 83. 26. Size Boxes & No. of Conductors Stapled 84. 27. Romex Installed Close to Edge of Studs & C.J. 85. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 86. 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 87. 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 88. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes EI No 89. 32. Service -Riser Conductors & Ground Main Disconnect 90. 33. Equip. Clearances Panels-Motors-Mech. Equip. 91. 34. Clothes Closet Light -Shower Light -Spa Light 92. 35. Smoke Detector 93. Water & Sewer Connected -C/O to Grade -HD Approval Date Energy Compliance Certificate -Other Certificates Card B-1 Date Card B-1 Date Address Posted Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Date 36. A.C. Ducts Insulation & Support Date 37. Vent Fan, Exhaust above insulation Date 38. Condensate Drain & Overflow, Size & Grade Comments at Final: 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exitina Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes _ 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: \1 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 2 1 0• (Rev.12/96) APPLICATION AND PERMIT -� 'J ASSESSOR PARCEL NUMBER 028-130-038 ZONING BUILDING PERMIT OWNER Ray Koster 679-1008 TELEPHONE SO. FT. OCC. BUILDING VALUATION 765 Coy 4543.00 . OWNERS MAILING ADDRESS 4910 La Porte Road Bangor 95914 CONTRACTORS NAME TJC SteeJ.-Structure (916) 991-2096 TELEPHONE CONTRACTORS MAILING ADDRESS 838 Dutra Avenue Rio Linda CA 95673 CONSTRUCTION LENDER Fireplace LENDERS MAIUNG ADDRESS Total Valuation ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $46.90 BUI DI ADDRESS �+La Porte Bangor Ca Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other Pri Det Carport SPECIFY Each Trap 1 7.00 Solar or heat pump 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: 17' X 45' Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 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.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, / will do the work, and the structure is not intended or offered for sale. [ti 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 policy number are: Carrier Main Service 200A TO 1000A 46.00 NEW CONST. DV;"NG OCCUP. OR ADONS. ( DV; Acc. eLns. SO 3.5¢Fr; NEW CONS, NON -RES DT MULTI.OUTLET @7.50 APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 20 BAL O 1.50FIXTURES Ex. Occup. ouXTLEEDTSA OESID.OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) P� I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fort wit comply with those provisions. X Date (gnat p ic—anb, ❑ Owner ❑ Contractor ❑ Agent �— An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I LOOD CDF I PARCEL I PO HD SU This permit is hereby issued under the of the Butte County C de and/or indicated above r w h fees have By PERMIT EXPIRES ON applicable provi ons Resolutions to do work been paid. Date _T Date Receipt No. Q WHITE-D.D.S.-B.D. CANARY -AS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT Xx�t„�'-'..'*�'�i "�i�"k9�t�Sl"�`%.-> wrw`""g"�,�y'a"�, r`a+vol,1���'�;;'R�rr�ifi`�V�iY+trP""'*'�.•`� 03 o COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center' Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET I OWNER: ASSESSOR PARCEL NUMB R o;� _ Proposed Building Use: Counter Technician: Date: Items required in order to appl for a permit. All boxes MUST be checked OR marked NA in order o apply. ®' 1.. Plot plans, 3 or 4 sets, signed�y the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. GY3' Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ , s, ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other ' .`.Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ X14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... S. Statement of Intent for Non -heated and A/C Buildings................................../..� Sanitation and plot plan approval from the Environmental Health Department in V I 34-0_3 P217S ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: 01 K (B)Parking: (C) Parcel Check: . -,�_L)-Q�rs ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .............................. ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. I have bee ' fo d of the above items and requirements for obtaining a building permit. Applicant: Date: Z ` Z� ^ b3 . 1. Index permit application for the above items numbered: 2. Additional items re u' Contractor, designer caner, as advised cf the above data by Contractor, designer, was advised of the above data.by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: C Plan Check Letter phogfe, ' n maid! , ❑ counter, by( —Date: phone, . ❑ mail, ❑ co ter, b Date: Plans approved by: - Date: _Structural approved by: Date: Yellow: Buildine Division E.N. USE CAI Y 'Plot Plan Anechcd Flow Plan Anschad AIA - Sent to TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 9ZOZ4 ,< Owner location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: 8/96 GENERAL 4 rM f wwl Y Y wfr��/ �t�� .y awMYr N a Y M MMI r •I�e wawa �1 ww�e (N�t It Y 1b�wr.r tl] � �r1�4 � r�A � MA•/ IW/r O.IM► ti tM� 4 4.. b ..bPI 4 w wlnAh. Y t�. /r.✓h ■IY/ r br nMy r �wr�wN �r M .� wa N wrd M w ftb 41 r�r r r awl bA wf wMl jy1j7 �M•�i�r w- 4 �. wYYy .� M .YR .. fMI r wra .M tw. rYwrl wN M w Y.Y,d r ww.w...it... ftM MwM�MM N Yat W Mw. bIMMb M•rI•/ w r IMw b. d rrt. b �.rt l N b Yr M YY� M� • 0� 1b. w/tl Ia(Q Y .." Y .meq t 4 M tY /Arr r Y� YNR M b rh Ma< l M NFwb1 I�� q.Iai. Y M Ii.1r/ Y ....a�Was ..whir • rab�r .IY b,I1F.w I.. NAwr .r.r11.1 ttab� Yr W..�IM..I �.�..'I'YwM.:.i.I"I r. Yw� aw a.w. w.r If►A sari wOwwal y.r.wr.� w M �rA A I�aY M aM /w _S�NEBSut L NQjg&m mt .. IL V tYrwabMrI~• 11 00 So l M^ d*M w Y. A•rI �arrrwry�r w w,...r� .r ..R wr o...� • r Ir�+I a~.y wirdbwri►rwY+~ r wr;ati. 4 w qr b.�wl w w w.w 4� r O�Iw; I1Yr t ./ b 4. 0111 AYI r Y�r I Msl. a• �ai.+. I N 3.0 w w,.1.I •YY no YA A Y. "p.1 b It. Ya Y1 /wb~ M ri Y Ami. M ~W~�I "P Y y ~7 IN M 0.0dow. 0 a.* 0l tnvironraefttal Health FEB 11 2003 7 County Center Drive Orwoe, Cj X39-4(0 LOCA7101V w —rui au PAR EMA f APOW WOFDE6Y2AEu4 71f SE 114 AAD 71EE t/2 BW 1/4 N=4 6{�71GIN �1 7�1 K AIDS A " CIFPA0%-%a OW AAD MU PLEDN &OOIK W OF MIIPBATPAGE14 NVE LMKXW fL47ED AAE4 OF BUM OW GAL+ A *ZJ"LAAIY APPROVED Butte County CAGE ! or 7 EnvironmentaATES nl Health BARNHART—BROYMI k ASSOg 0A tr" O.MW 4 19" em) W. M, r" (m) aw ,...•���Qll!!I�lp/bio, O �o a �v 9 �!C V Department C o u n t s J. Michael Crump, Director Warner C. Phillips, Assistant Diredor October 11, 2002 Ray Koster -P.O. Box 247 Bangor, CA 95914 Re: Certificate of Merger AP 028-130-038 & 039 Dear Mr. Koster: Public f 8 u t Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville. CA 95965 (530) 538.7266 (FAX) 538.7171 Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on September 6, 2002, under Serial Number 2002-0046637, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, 4 Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: Building Division Environmental Health Dept. Michael Mooney May 28 02 03:22p •I 2577 Elkhorn 131vd Rio Linda, CA 95673 1 .�0�,�4olS�bS Name / Address I Raymond Koster P.O.bor 247 ; Bangor. CA 95914 (530) 679-1008 1 Project'Job Name Terns Rep Estimate 1 Date I Estimate # 5/3/2002 1116 :, . Qty i 1 Dealer Color Cover :All White / D.Tan Rate Amount 3,304.00 31304.60T i I 1 I 610.00 vuvwaca■ Sales Tax (7.75%) 61 0.01)T I 281AUT 348.401' over wr comm n p p — estimate. Installation not included. Non-refundable depmIt or 50% required to rracecs order; balance due Total upon delivery. Customer is responsible for all local _ _— building codes rind covenants. Plans and engineering Fire va re ailable. u;ton rcqueSt Approval Signature / bale 5Z.d Page 1 LI 50°M0 Deposit/Balance Upon De— SL Item Descriptior ] 7ftx 45ft.x I lft. BT 17vW x 45'L Cover All 11' Legs Rectangular Tubing i 10) 1T Bows .20) 11' Legs 1 2) 45' Bases 5'ac Rect. 17) 21' Sheets 17) 26' Sheets 5) Spec 90 Trim Screws 17ft.x llft BK I Complete Back Kit To The Gruurd (5) 17' Sheets 1(2) 14' Legs (1) 16'6' Basc (2 nubs) (1) BR -22 (l) BL -22 (A() Tek Screws 1 (30) Stitch Screws (25) Frame Sertws 21ft. Sheet (1) 21' Sheet 1 ( 17) Tek Screws 1(19) Stitch Screws 26ft Sheet :(1) 26'. Shect. (21)'rck Screws (21) Stitch Screws Thank for business. We look furwr.rd to servin-., you again in the future'. you your FSTfMATE GOOD FOR 311 DAYS! Production of Ir 'll a ce u on racei t of siGned/dated Estimate 1 Date I Estimate # 5/3/2002 1116 :, . Qty i 1 Dealer Color Cover :All White / D.Tan Rate Amount 3,304.00 31304.60T i I 1 I 610.00 vuvwaca■ Sales Tax (7.75%) 61 0.01)T I 281AUT 348.401' over wr comm n p p — estimate. Installation not included. Non-refundable depmIt or 50% required to rracecs order; balance due Total upon delivery. Customer is responsible for all local _ _— building codes rind covenants. Plans and engineering Fire va re ailable. u;ton rcqueSt Approval Signature / bale 5Z.d Page 1 LI Mat! 26 02 03:22p AL :it 2577 Elkhum Blvd Rio Linda, CA 95673 Name I Address Raymond Koster P.O.box,247 Bangor, CA 95914 (530) 679-1008 Project/Job Name Item Spec 90 Trim 'Delivery Credit Memo Terms Rep lice Upon De... SL 50% L'tpohit/Ea!a Description Spcc 90 Trim 550 Minimum Charge And Or SI Mile And S25 Drop Fee. Customer Refund i r p.2 Estimate Date Estimate # L_ 513/2002 1116 -- L Dea:er color Cover All White /D.Tan Oty Rate I Amount 6 17.00 102.00T 4i645.80 50.00 510110T -150.00 -250.00 0 Thank you for your business. We look forward to serving you again in the future! Subtotal $4,445.80 ESTIMATE GOOD FOR 30 DAYS! Production of Cover will commence upon receipt of signed/dated estimate. Instnilation not included. Ncii-rerisad able deposit of 50% required to process order; balsince due upon delivery. Customer is responsible for all local building codes and covenants. Plans and engineering are available upon request. Sales Tax (7.75%) TS409.72 Ta c Page 2 Department of Public C o u n t y o f B u t t J. Michael Crump, Director Warner C. Phillips, Assistant Dlredor October 11, 2002 Ray Koster P.O. Box 247 Bangor, CA 95914 Re: Certificate of Merger AP 028-130-038 & 039 Dear Mr. Koster: Works e LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on September 6, 2002, under Serial Number 2002-0046637, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: Building Division Environmental Health Dept. Michael Mooney 0 o a Department C o u n t s J. Michael Crump, Director Warner C. Phillips, Assistant •Dkedor October 11, 2002 Ray Koster -- P.O. Box 247 Bangor, CA 95914 Re: Certificate of Merger AP 028-130-038 & 039 Dear Mr. Koster: Public f 8 u t Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538.7171 Enclosed please find the Certificate of Merger that was issued by the Butte County Department of Public Works and recorded on September 6, 2002, under Serial Number 2002-0046637, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: Building Division Environmental Health Dept. Michael Mooney 28 02 03:22p -, 2577 Elkhorn J31vd Rio Linda, CA 95673) q .%1901`IAOtS��S F Estimate I Date I Estimate # 5/3!2002 1116 Name /Address Ravmond Koster P.O-.box 247 ,v - Bangor. CA 95914• `1 (53(1) 679-1008 Nroject'Job Name Terns Rep 501% Deposit/Balance Upon De_ SL � Item — Descriptior 17ft.x 45ft.x I Ift. BT -17'0%' x 45'L Covcr All 11' Legs Rectangular Tubing 10) 17; Bows 20) 11' Legs j 2) 45' Rnces 5'ac Rect. 7) 21' Shoots 7) 26' Sheets 5) Spec 90 Trim Screws 17ft.x 11ft. BK I Complete Back Kit To The Ground (5) 17' Sheets (2) 14' Legs (1) 16'6' Base (2 nubs) (1) BR -22 (1) BL -22 (A(j) Tek Screws (30) Stitch Screws (25) Frame Scrtws 21ft. Sheet (1) 21' Sheet j (17) Tek Screws 1 (19) Stitch Screws 26ft. Sheet :(J) 26' Sheet, (2 1) Tck Screws (21.) Stitch Screws Thank you for your business, We look forwp-ref to serving you again in the future! ESTIMATE GOOD FOR 30 DAYS! Production of Cover will commence upon receipt of signed/dated estimate. Installation not included. Non-refundable deprwit of.50% required to rracess order; halance due upon delivery. Custumer is responsib)e for all local building codes and covenants. Plans and engineering arc slvniNble upon request Qty S S T Approval Signature/t) Page 1 M Dealer Cover ,Alt Rate 3,304,00 Color White / D.Tan Amount 3,304A0T I 610.00 610.6OT VyS'& , . 28 02 03:22p Wt p.2 J Estimate Date. Estimate # + 6 � �': T'f.'.,: f ?•; [: �r +, �.: u Si3/2002 L—_-1... 1116 2577 Elkhurn Blvd _ Rio Linda, CA 95673 Name / Address Raymond Koster P.O.box 247 Bangor, CA 95914 (530)679-1008 -- Project/Job Name i Terms Rep Dealer Color 150`X, Deposit/fsalance Upon De... ! SL Cover All I White / D.Tan Item Description I Oly Rate i Amount 222 Spec 90 TrIm Spec 90 Trion 2-2222.. j 6 i . 17.00 I t ! ;;105 00 Delivery ' S50 Minimum Charge And Or 5I Mile And S25 i I 50.00 ! .50.00T Drop Fee. I Credit Memo Customer Refund l i 250.0(1 50.00 i I �Lk Lk -C 900 Thank you for your business. We look forward to serving you again in the future'. Subtotal ! $4,445.80 --2222-- ESTIMATE GOOD FOR 30 DAYS! Production of I Sales Tax (7.75%) &M3.92 Cover will commence upon receipt of signed/dated �. —_ ._ __-- ------- estimate. installation not included. Ncn-rerundablc deposit of 5004 required to process order; balance. dueJE)afcn���- S4,809.72 upun delivery. Customer is responsible for all local _.. - building codes and covenants. Plans and engineering are available upon request. Apprrr/ai Signature/ Page 2 Jai2222-- Department of Public Works °° I °0 County of Butte 0 0 J. Michael Crump, Director LAND DEVELOPMENT DIVISION 0 0 ° ° 7 County Center Drive Warner C. Phillips, Assistant Director Oroville, CA 95965 .0 UNI�y (530) 538-7266 �C/C WOF'� (FAX) 538-7171 August 20, 2002 Ray Koster P.O. Box 247 Bangor, CA 95914 Re: Application for Certificate of Merger A.P. Number(s) 028-130-038 & 039 Dear Applicant: On August 20, 2002 the Department of Public Works made the finding that the Certificate of Merger on the above referenced property is exempt from environmental review, and approved the project. This action will be final if an appeal is not filed with the Clerk of the Board of Supervisors within ten, 10, days of the date of this letter. You or any interested person must do so in writing, with the appeal fee of $50.00, to the Clerk of the Board Board of Supervisors, 25 County Center Drive, Oroville, California 95965, prior to 4:00 p.m. August 30, 2002. If there are no appeals; we will submit the Certificate of Merger to the Butte County Recorder's office, for recording. We will return the original certificate to you after recording. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday. through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, E [RTAUG Stuart Edell 2 1 2002 Deputy Director BUTTE COUNTY SE/tb PLANNING "I'll' cc: Environmental Health Department Michael Mooney, 5 Madrone Ave., St. A, Oroville, CA 95966 ✓ Building Division a BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT Owner:A.P. Address: Date Tenant: Building Location: woJ 19 Type of Inspection requested: / �10����- % 1. Housing 2y, 4. Other (specify) 2. Financing of Inspe on i a '7 E Inspector .- " 3. Change of Occupancy to Present use of building: A. Sanitation (Housing) 1. Water close t: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating' facilities: 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water.supply: 13. Rubbish and garbage facilities: 14. Comments: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: C. Electrical 1. Service and ground: 2. Receptacles: ' 3. Fusing: 4. Comments: D. Plumbing 1. Fixtures 2. Gas water connected and vented: heater: 3. Gas heating vents: 4. Comments: f.-nntimioA nn hare% E. Other 1. Maintenance and repair: 2. Fire hazards: 3. •Safety hazards: 4. Weatb.er protection: 5. Tinderfloor and attic ventilation: 6. Com ents: F. Commercial Buildings 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: 4. Restroom floors and walls: Exits: — 6. Improvements: 7. Zoning :- 8. Comments: G. Field Problems or Violations 1. Problem or violation (give complete description): 14 -A-- 51-41 2. What action 3. What action T7 A.. Information only - file. O.J. Hold for ten. (10.) days, then write letter. C. Write letter. 77D. Other: Owner: Address:- 9-n -(�R Tenant: Building Location: Type of Inspection requested: BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT s A. P. # R'/3.,,-3 .. Date of Inspection 9"c� Inspector 1. _ v 1. Housing 2. Financing 3. Change of Occupancy to 4. Other (specify) Present use of building: A. Sanitation (Housin 1. Water closet: 2. Lavatory: 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating'facilities:• 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection to sewage disposal: 12. Connection to water -supply: 13. Rubbish and garbage facilities: 14 . C oum ent s : B. Structural D 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and roof construction: 5. Fireplaces: 6. Comments: C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments: D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments: Sc, >� (e J (rnntimiarl nn hnrlel- F E. Other 1. .Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weather protection: 5. Underfloor and attic ventilation: 6. Comments: F. Commercial Buildings 1. Roof covering:, 2. Distance to property lines: 3. Physically handicapped: 4. Restroom floors and walls: 5. Exits: — 6. Improvements: 7. Zoning - 8. Comments: G. Field Problemis or Violations 1. Probl erolation (ve complete descripti(.z�) 2. What action taken (give complete description): 3. What action recommended: T7 Q. Information only - file— / / B. Hold for ten. (10) days, the- write letter. / / C- Write letter. 77D. Other• Qr, , %t-� r) -4— V v o u�, a" 0 eautte OROVILLE, CALIFORNIA GENERAL CLAIM CLAIMANT: Tom $e!!"r ADDRESS: P.O. Boa 207 CITY & STATE: $Ilio!* CA 95914 IMPORTANT: SEE INSTRUCTIONS DATE OF CLAIM:Ji=1,jL29, 199 ON REVERSE SIDE SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT Decided not to build. (?evdt #5310-798,P,E.gX- Receipt M25 - AP .26-13-3), M108 fee ++ww- $169.00 - Retain 1/3 of ---wr56,33 . -- t of refs vd dwa-----w--- 0112.67 PIMbiza pandt ee .,.-...19.50 Reda filing fee-------- 3.00 �+� of refundg-;moi.--ww�s---r--�►.w- �i 26.507 �i twl.pe ea---- $S0.80 Retrain f 1lisg fee-------- 3.00 A=Rznt.of refund ;sine -«..«w w......�-�... � 47.50 lea Vermft fee--- .00. Retain filing fee-------- 3.00 Ammat of refund--w-MMs--r-ww« 10.00 . TOTAL PERM= FM RMUM WE--- $196.197. Lmd Development Fee Rem ------ $ 25.+0 TOM REY= TOTAL I, the undersigned, declare under penalty of perjury that the services or articles claimed have been performed or delivered, and that this claim is true andcorrectas stated. +� qq��00 !� ' Dated this 290 ................ day of ..... J............. ISO., at... Ziii...... Calif..................................................................................... Signature of Claimant I. the undersigned, hereby certify that, to the best of my knowledge, the services or articles specified above have been performed or de- livered and thatthere is a Budget Appropriation ❑ or Specific Board AApproval (Check one) for the same. Dated this 2 —h `" —'" 80 V _ ................................... day of ............................. 19......, at .................... :. ®.... , Calif..................................................................................... Department Head or Authorized D eputy Dept. Exp. Code............................................. Code ................................................PAYABLE FROM............................................................................................ FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY VENDOR CODE DEPT. & SUB. PROD• SUB. 0BJ. CLAIM NO. INVOICE NO. INVOICE DATE DISC. GROSS AMOUNT ENCUMB. SUB -DIST. r INSTRUCTIONS to CLAIMANTS All claims against the county must be itemized, giving dates and character of service rendered or work performed, quantities, de- scription and unit prices of articles furnished or delivered. Claims must be certified by the claimant and submitted to the De- partment head for approval. Upon approval the Department head will forward claim to County Auditor for payment procedure. Do not file with the County Auditor first. Claims should be presented to officials for approval immediately upon completion of service; requested or material ordered. Claims are paid every Tuesday; however, same must be approved by officials and in Auditor's office before preceeding Wednesday noon. Compliance with above will expedite payment of claim, failure to do so may delay payment considerably. ._PERMIT NO. 5310-79B,P,E,M PERMIT EXPIRES OWNER Tom Tom Beaver CONTR. 28-13-3 }•� LOCATION (A.P. ) E/S LaPorte Rd.,. app.600'N.of King Ranch Rd. Bangor " .F, Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E m Temp. Gas Serv. Called PG&E JOB FINALED (Date) • �• • (Signature) COUNTY OF PUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RE -CORD 0.40TE: An entry must be made on this form each time you visit the. job site.) BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwal1, Sidino To out Slab Roof Sheathing Water Piping Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings StemwaII ` Garage Vents Insulation Water Htr. Heaters Slab Carport Footings Prov. for phsically handica edy Conformance of ex. structure Appliances Gas Piping &Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footinil ELECTRICAL Masonry Walls Throat Rough Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL . Gird. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final MOBILEHOME UTILITIES ----------•------- Elec_ Service Elec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLAL1 N - - - - • - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS 0.40TE: An entry must be made on this form each time you visit the. job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - OroviIle, Cal i forni a 95965 a r' Telephone: 534-4541 APPLICATION AND PERMIT A� ' BUILDING Owner �M SQ. FT. OCC. BUILDING VALUATION Mai I i ng Address Gckt (, ®ca L- 4405 T 21{ 30 13wcN oe CA 95q I Lt Telephone No. I 3 (j Contractor ,�,Y� %� Mai I i ng Address Fireplace Total Valuation 0 Telephone No. Permit Fee 167 Building Address L LT PORM Pit AO 60d PlanCheckingFee&/or Penalty Permit Fee QQ IV :0,( (Z PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap (Q 1.50 / ,ob Repair drainage or vent piping 1.50 A. P. .'2- —73 Zoning 8 Planning Water piping 1 1.50 /50 Each gas water heater or vent 1.50 s W . Sa ion Fire Dept. FireZon Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Pa,kipf Parcel P ns Declaration Parcel Ma R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans ec'd I Parcel A al ro Plans App al Lawn sprinkler system 2.00 NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Permit Fee $ ,sd Ls I 1 15 d ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 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 s 100 AMP O OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST.W I G OCCUP. B OR ADDNS. GS. 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 (MULTI -OUTLET NON -REBID ( BRANCH CIRCUITS 2.50ea NEW CONSTR. POWER APPARATUS a NON.RESIC. (SINGLE OUTLET CIR. Ex. Occuo(OUTLETS OR FIXTIIRES 5 L25 Ex. Occup. (0P(RESID.)REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 �-�-M1 tq 1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ 5 Q MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑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. PERMIT FILING FEE J$3.00 ;00 Heating U N Deg loom Pro 4.QO Tod IA56j i10 M Cooling 00 QW Ventilation Hood 2.00 00 Permit Fee $ 11,00 $ I certify that I -have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE $.'Z, authorize representatives of the County of Butte to enter upon the above-mentioned pr=_Date2,6vU,0d1,- n purposes. �/7 CA / Signature of Permitee or Agent Receipt No. 2 S52 -S 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. DIRECTOR F PUBLIC WORKS /O -2.— By Dat /o Z _ r Bui ding permit expires Date `' i — �' 'COUNTYeOF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING,DIVISION io.7,Cou,�ty Center Drive — 0roville., California 95965 — Telephong"'534•'4541 PERMIT APPLICATION DATA SHEET Permit No. OWNER -Tc) n,\ P. ,Doff A. P. No. Z2- /k-�, Proposed Building Use 5,1"• Q Permit fee based rupon- ) Complete Contract Price l -D'PW Valuation y Other (explain),) - _ P Building Inspector 1)"UYllD7-7 `T/fL4_A li Date V / 7V/ -I'f At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted................................................................... 2. Plot plans in duplicate/triplicate............................................................... 3. Complete plans in duplicate/triplicate................................................... 4. Complete engineered plans and calcs:.................................................... 5. Plans with Energy Design Compliance Statement ............................ 6. State Energy Forms No. .................... 7. Statement of Intent for Non -Heated & AC Buildings ................... 8. Fees of $ 9. Letter of signature authorization......................................................... x-10. Sanitation approval from Q �� ��� Health Dept.... .Id Z2 11. Planning approval for ............. 12. Certificate of Workmen's Compensation Insurance ........................ 13. Contractors License Information (no., name style, classification) ............................... 14. Improvements may be required. Contact Land Development Section of Dept. Public Works (see addressbelow).................................................................................................. 15. Pre -inspection for required. Pre•inspec.request to bldg. inspector (date) 16. Other f When you issue the permit, process as follows: Mail to owner Mail to contractor. Telephone and hold for pick-up at office. Deliver w/inspection. Other . s Applicant vl�.,. ! JCS �x�i/ Date 2 �'Rl'r) iy /9 71,91 i' Copy of plans sent Health Dept., Fire Dept., Other he - During the plan c ecking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, ircle item.) 1. Index permit for above Items No. 2. Additional items required: a (Contractor, Designer, Owner) was advised of above required data by Plans approved by OTHER: e Copy/DPW Telephone Mail Other Date RESIDENTIAL PLAN CHECKING.GU IDE (S.F., DUPLEX, & MISC.. ONLY) i 7 / Bldg. Petmi? # OWNER '� r7vi a.c� A.P. A. GENERAL Zoning requirements (sideyards and parking). Valuation. Signature by R.C.E. or Architect (if required). B. PLOT PLAN Complete.parcel size and.dimensions. Setbackq, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage. C FLOOR PLAN Complete to scale plan with dimensions. Required windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). Allowable glazing for energy requirements (20% max. per.State law). Human impact glass (Sec. 5406). �( .Required room sizes, ceiling heights (Sec. 1407). G.F.C.I.'s in baths and exterior outlets (Sec. - �� Light fixtures, switches, receptacles; a_ exterior receptacles for maintenance o ica -eau . _ &-cooling equipmentother electrical or gas Garage firewall, door size, and closer (Sec. 503(d)(4)). , .1 1 - 3'0" exterior exit door (Sec. 3303d). / Fireplace location. '13'Smoke detectors.(Sec.,1413). D. STRUCTURAL DETAILS rl! Foundation plan complete enough to construct building. 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. , replace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. Stairway details (Sec. 3305). Guardrail details (Sec. 1716). Brick or stone veneer (Chapter 30). • Exterior plaster = weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). Rafter ties or bearing ridge beam. Garage door or porch header sizes. ✓9: Adequate bracing. Living area over garage - complete 1 -hour separation required including supporting walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). 9-3-(g0 ToMI��c,-rte P,P� 28-13-3 %kpl&C�/2 2E 1V S Ti�LLCI) 7-0 SC 6dC-P- P6V11LT)' rEn�S r-Olp— ",Al. / Tz- /t1a77E- SC -9 Gr -ii -E-42- n u � h � N N tb£'LO/ £s 701 %�# MY p L6'Z8 £ '-7 O 2LQ cc �! J 0 0 � N � I O 9/'S9/ MO o O J 99,991 VO C� C� N 00,900 o ®� o 0080' boa, o � p o 00'902 O \ O a 'HlZ p OZ Off. 18'99/ � h � N N tb£'LO/ £s 701 %�# MY p L6'Z8 £ '-7 O 2LQ cc �! J 0 0 � N � I Owner:_ Address Tenant: Bu ild in Type of BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS SPECIAL INSPECTION REPORT A. P. # 1. Housing 2. Financing � 3. Change of Occupancy to 4. Other (specify) Present use of buildin4: A. Sanitation (Housing) 1. Water closet: 2. Lavatory 3. Bathtub or shower: 4. Kitchen sink: 5. Hot and cold water to fixtures: 6. Heating, facilities:' 7. Natural light and ventilation: 8. Room and space requirements: 9. Bedroom window or door for second exit: 10. Infestation of insects, vermin, or rodents: 11. Connection' to sewage disposal: 12. Connection to water'.supply: 13. Rubbish and garbage facilities: 14. Comments: B. Structural 1. Piers and footings: 2. Floor construction: 3. Wall construction: 4. Ceiling and'roof construction: 5. Fireplaces - 6. Comments: C. Electrical 1. Service and ground: 2. Receptacles: 3. Fusing: 4. Comments: D. Plumbing 1. Fixtures connected and vented: 2. Gas water heater: 3. Gas heating vents: 4. Comments P (continued on hack) E. Other 1. Maintenance and repair: 2. Fire hazards: 3. Safety hazards: 4. Weath.er protection: 5. Underfloor and attic ventilation: 6. Coma. ents : F. Commercial Build� 1. Roof covering: 2. Distance to property lines: 3. Physically handicapped: 4. Rest-oom floors and walls: 5. Exits: 6. Improvements: 7. Zoning:_. 8. Comments: - - ield Problenis or Violations 1. Pro-�`�✓1° •7'olation give, c 2. What action taken -(give camp 3. What action recommended: %J A. information only - fiLe. lete description) : e descript B. Hold for ten (10) days, then write letter. / / C. Write Letter. 77D. Other: D -�` LAND OF NATURAL WEALTH AND BEAUTY DEPARTMENT OF PUBLIC HEALTH DIVISION OF ENVIRONMENTAL HEALTH Address ❑ 695 Oleander Avenue, P.O. Box 11oo. 7 County Center Drive ❑ 747 Elliott Road Reply to Chico, California 95927 Oroville, California 95965 Paradise, California 95969 Telephone: 916/891-2727 Telephone: 916/5344281 Telephone: 916/ 872-2961, Ext. 58 October 14, 1980 Tom A. Beaver P.O. Box 207 Bangor, CA 95914 Dear Mr. Beaver: This is to advise you that pursuant to Section 19-19 of the Butte Cou.nty.Code, the Board of Supervisors has approved a variance to Sections 19-10 and 19-12 of the Butte County Code for the placement of a mobile home on your property located at LaPorte Road and King Ranch Rd. Bangor, CA and identified as Assessor's Parcel Number 28-13-03. This variance was granted on October 14, 1980 and includes the following conditions: 1. The variance is granted only for a term of one year.. At the end of one year you must apply for a new variance if the use is to continue. 2. If the applicant residing in the mobile home.or-conventional residence moves to another location or is deceased, the variance automatically expires and the mobile home shall be moved within 120 days. If the mobile home is not removed within.120 days, the County may remove said mobile home and store it at the owner's expense. 3. The mobile home shall be placed on the property without violating any of the setback requirements of the zone in which the property is .located. 4. The applicant shall secure all necessary sewage disposal, electrical, plumbing and building permits necessary to install the mobile home. Very truly yours, Lynn_ E. Vanhart., Director Division of Environmental Health LEV/lld cc:. Clerk of the Board Planning Department, jobari._lding Department COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 7 County Center Dries - OroviIle, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT authorize representatives of the County of Butte to enter upon the above-mentioned property for ' spection purposes. -� %� vim- Date � 77 Signature of Permitee or Agent Receipt No. vI? ro Z (.. 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. DIRECTOR OF PUBLIC WORKS By Date Building permit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address G906PLAG 06L_ 519 ^oGoa � n ci 11 n Y Telephone No. Contractor OUVEEZ Mailing Address Fireplace Total Valuation Telephone No. Permit Fee Building Address C S L/4 f2bala 0 AAP GOVTPlan Checking Fee&/or Penalty Permit Fee N OF (N6 )QAVC 1 AQ, PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trao . 1.50 � ) Repair drainage or vent piping 1.50 (+� A. P. o. L2 - I J Zoning onning Water piping 1.50 pC� Each gas water heater or vent 1.50 F s C. Sanitation Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EOA Parking /P Parcel Declaration Parcel Map p 0' R/W Im proveme is Each additional outlet .30 Building sewer 5.00 BI Plans Rec'd g. Parcel A val Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ Permit Fee $ 'rx)o zx-oa ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 '9,00 Main service e0ov OR LESS 100 AMP OR. LESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L too AMP 2.50 -Ta P f? r� OVER e O Main service 25,00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. OR ADDNS. ACCLBLDGS.LING CCUP. 2P Sq ft CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: NEW CONSTR MULTI -OUTLET NON.RESID BRANCH CIRCUITS 12.50ea NEW CONSTR (POWER APPARATUS & NON-RESID. SINGLE OUTLET CIR, Ex. Occuo(OUTLETS OR FIXTIIRES g L: Ex. Occup. OUT LE P(RESID )REA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 U Li/IC f1 1.00 I am exempt from the Contractors License Laws of the State of California. Permit Oee $ $ 0 MECHANICAL No. @ 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. ❑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. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 1 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby Land Development Fee $ TOTAL PERMIT FEE It �% OC authorize representatives of the County of Butte to enter upon the above-mentioned property for ' spection purposes. -� %� vim- Date � 77 Signature of Permitee or Agent Receipt No. vI? ro Z (.. 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. DIRECTOR OF PUBLIC WORKS By Date Building permit expires Date COUNTY OF BUTTE — DEPARTMEi'JT OF PUBLIC WORKS — BUILDING DIVISION 7 County Center Drive — brbvili"�, California 95965 - Telephone 534.4541 PERMIT'APPLICATION DATA SHEET ` Permit No. OWNER �"c�one��Av /' _ A. P. No. Proposed Building Use YM Ho C�YY�f Permit fee based upon: %) Complete Contract Price l✓ DPW Valuation r �,Otherr((explain). Building Inspector 7441W I Lf&0- Date �c � At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted ................................... :............................... 2. Plot plans in duplicate/triplicate............................................................... 3. Complete plans in duplicate/triplicate................................................... 4. Complete engineered plans and calcs............................................ .:....... 5. Plans with Energy Design Compliance Statement ............................ 6. State Energy Forms No. .................... 7. Statement of Intent for Non -Heated & AC Buildings ................... 8. Fees of $ 9. Letter of signature authorization .................. :......................................... 10. Sanitation approval from ®(e(�(l<<'� Health Dept.... 11. Planning approval for ............. 12. Certificate of Workmen's Compensation Insurance ........................ 13. Contractors License Information (no., name style, classification) ............................... 14. Improvements may be required. Contact Land Development Section of Dept. Public Works (see addressbelow) ................................................................................................. 15. Pre -inspection for required. Pre-inspec. request to 16. Other bldg. inspector (date) When you issue the permit, process as follows: Mail to owner Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspection. Other di Applicant a Date ��i' ./ 0/ Copy of plans sent Health Dept.; Fire Dept., Other Dater During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date Plans checked by Date Plans approved by /j Date — 7� OTHER: Cnnv/DPW i� o 3 MILES:. %i U4, 9 1 This set of plans cind' specifications MUST be kept on the ioh at till ++yes and it is unlawful t0 ma!;p any chnnges or a4prnl-Tons on some without writtenpermission from the Department of Public Works, ' County of Butte. c� S loco}l S{� and be {, �e V\Se�{Ee.S' Dep ' Health Cour A permit will be required for the installation of the mobilehome.� c' Soo SQ. FT. MINIMUM 'Y FOR MOBILES The . Bdg. Setback shall be 5 #. from the side property line and 50 ft, from the centerline of the road, permitting a maxi= mum of a 2 ft. eave overhang but entirely out of all easements. tJ P elat �•- �r iss y o A4 or r�d•lrs•rs� NOTE:—AH Materials & Workmanship Shall Be in Accordance with Recognized Good Practices and of a quality prescribed Yor the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical Code. T All utility. connections shall be 0 located within 4 ft. outside the reap _ third section of the mobile hortte on the left (road) side of the moble- home. oble home. U N 63//:-7 BUTTE COUNTY BUILDING DEPARTMENT APPROVED c .i C S a rr• N �r C C X re C `z O n n� O 's Y —r i .0 SENDER: Complete items 1, 2, and 3. Add your address In the "RETURN TO" space on revtrse. i 1. The following service is requested. ooS.) . how to whom and date delivered............. —¢ ❑ Show to whom, date and address of dellvdry..._ ❑ RESTRICTED DELIVERY Show to whom ard- ate deliver .....1 ..._d ❑ RESTRICTED D? ERY. - Show to whom, da;Land address o�delivery.$_ (CONSULT POSTNPAi &R FOR FE*S) e 2. ARTICLE ADDRESSED 7F4 tL e Tom A. BegWLQr P.O. Box 297u, Bangor, CA. X95914 21�v 3. ARTICLE DESCRIPTION: REHISTERED NO.. ERTIFIED NO. 'INSURED HO. 1 .C531554 I (Always obtain signature of addressee or agent) I have received the article described above. SIGNATURE 0Addressee (7Authorized.agent 4. r C DATE OF DELIVERY ED �i S. .:ADDRESS (Comp4ate only If regal Co li. UNA13LE TO DELIVER BECAUSE: :'S• 1 ITI LS *GPO: 1979.300-4Fi9 UNITED STATES POSTAL SERVICE OFFICIAL BUSINESS SENDER INSTRUCTIONS Print your name, address, and ZIP Code in the space below. • Complete items 1, 2, and 3 on the reverse. • Attach to front of article if space permit; otherwise affbc to back of artkie. • Endorse article "Retum Receipt Requested" adjacent to number. RETURN TO .1 PENALTY FQIi. UVATE USE TO AVOID PAYMENT OF POSTAGE/M PM ,„ county of Butte Dept. of Public Works 7 County Center Drive Oroville, California (Name of Sen r) (Street or P.O. Box) ATTN: B1dg.Dept. (City, State, and ZIP Code 0 I J TY anua .21 ; 1.9sl F CLF M -VAL Tom A: B"ver' RE: Mobtlehme, 13tilitiele gmd P.04 Box 207 Bangary Ch. 95914 (AP 20-13"3) F4 `% Dear Mr. Beaver: with reierancei-to,the above subjte't-and the second mobilehome you .,have Installed on your property an the east side of LaPorte Road approxl=tely 600 ft. north of KUM Ranch Road In Bmpr, you have not obtained the required paITAte, ins" pectlovs,, and 4pprmals Itom this office. On October 14,, 1980, you were written a letter by Lynn VanMrt, Director, Division of Havironmentad Mmlth, advising of the variance approval `of the Butte County Board of Supervisors subject to four (4)-gouditions,, one (1) of which was to secure the necessary permits.. Please contact.this office within ton days of the date of this letter,, submit plot plans in triplicate., apply for the Vaquired permits, and pay the appropriate fees jASI.UdM&t2!Mlji2.8. Your fallure:to,obtaia the necessary povmLtai inspections,. and approvals from this Office will cause me to refer the matter to the proper authorities for appropriate action. Should you have any questions concerning the above, please contact me.. Yours very truly. JFGt4d ect Building Inspector, Ormille Eaviromental Health. ftoville Assessor Clay Castleberry DIrectoi of Public Works J.V; Glandor. Chief DUL14ing Inspector AP 28-13-3 RECEIPT FOR. -CERTIFIED MAIL-300 (plus postage) SENT TO POSTMARK Tom A. Beaver OR DATE STREET. AND N0, r 1/21/81 P.O. BOX 207. ' 'P.O.; STATE4AND ZIP CODE V . Bangor CA .( 95914 ' OPTIONAL SERVICES FOR ADDITIONAL FEES RETURN 1. Shows to whom and date delivered ...:........ 15¢ 1 RECEIPT With delivery to addressee only ............ 650 SERVICES' 2, Shows to whom, date and where delivered .. 35Q With delivery to addressee only ............ 850, •1 DELIVER TO ADDRESSEE ONLY 50� O SPECIAL DELIVERY r� t. (extra fee required).........................:.......:.. - — i• 1�-r PS Form 380NO INSURANCE COVERAGE PROVIDED (See, 1971 NOT FOR INTERNATIONAL MAIL (See' other side) o GPO: 1872 O - 480-749 File No. BUTTE COUNTY (For Action 1, 2,3) Public Works Dept. (For Information ✓) Director Dep. Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bldg. Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. Tran sp. R/W Mapping Land Dev. Ref. Disp. Drng. / S. I. Sub. & Pcl. Maps Permits ,A U i December 18, 1980 Tom A. Beaver RE: Mobilehome Utilities and P.O. Box 207Mobilehome•Installation Permits Bangor,.CA: 95914 (AP 28=13-3) Dear Mr. Beaver: With reference�to the above subject and the second mobilehome you have installed on your property•.on,.the east side, of.LaPorte !Road approximaEelq 600 ft. north Of ling Ranch Roa& in -Bangor, you have • not: obtained the required)-Oeft ts,'inspections, and approvals -from this office. n; ► :.. On October 14, 1980, you were written a letter by Lynn Vanhert, Director, Division of-Envirormental'Health, advising'of,the variance approval of t&e Butte County Board of Supervisors subject to`€our (4) conditions, one (1) of which was to secure the necessary permits. r Please contact this office within ten (10) days of the date of this letter, submit plot plans initriplicate, apply for�the"required,permits,"and iayhe .tappropriate fees- in6ludp penalties. . Your failure to obtain the necessary permits, inspections, and approvals'fromi this office will cause me to refer the matter to the proper authorities for appropriate action. Should `you`have�-any questions concerning the above, please contact tie. --- Yours very truly, Clay Castleberry Director of Public Works J.F. Glander , JPG:dd Chief Building Inspector cc: Building Inspector, Oroville Environmental Health, Oroville Assessor 3 File No. 1,2, 3) BUTTE COUNTY (For Action Public Works Dept. (For Information ✓) Director DeP Dir. Sec. Rd. & Br. Mtce. Shop & Yards Bld9• .Insp. Admin. D&C / Traffic Const. Rd. Des. Br. Des. Sur. & Loc. L nsP• WappingDev.f. Disp. ng. / S.I. b..& Pcl. M erm its • COUNTY OF BUTTE - DEPA14T,MENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 1 • J. . 'APPLICATION AND. PERMIT ! . . ASSESSOR PARCEL NUMBER }, ZONING _ - 'BUILDING PERMIT ' OWNER Z TELEPHONE f SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'SNAME TELEPHONE .• a CONTRACTOR'S MAILING ADDRESS _ Fireplace CONSTRUCTION LENDER - - UNKNOWN-. ..._ Total. Valuation - $ Filing Fee $ LENDER'S MAILING ADDRESSf r •� Permit Fee $ ARCHITECT OR ENGINEER. ' LICENSE NO. Plan Checking Fee ,b' C7 i Penalty I $ 8 ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 302 BUILDING ADDRESS. '. t PLUMBING PERMIT Filing Fee 10.00 y Each Trap > 2.00 Repair drainage or vent -piping 5.00 Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets •USE OF STRUCTURE SF ❑ - Duplex❑ Mobilehome❑ Other Building sewer D Lawn sprinkler system 5.00 • IgoSPECIFY TYPE OF WORK New ❑ . AdditionEl Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $ Q Contractor , ELECTRICAL. PERMIT Filing Fee 10.00 Main service sooV OR LESS 100 AMP OR LESS 5.00 - Main service EA. ADD -L,100 AMP 2'.50 NEW CONST. (SDWELLING OCCUP.B) OR ADDNS. ACC. BLDGS. 20 Sq ft . - - - CONTRACTORS LICENSE LAW z I declare under penalty of perjury, (Check one): ❑• I am licensed "under provisions of Chapt. 9, Div. 3 of the Business and Professions Code land my license is in full force and effect. License No. Classification ❑ 1, as, the owner, or my'employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR •OUTLET 2.50 ea NO N.RESID BRANCH CIRC S NEW CONSTR POWER APPARATUS &I NON.RESID. SINGLE OUTLET CIR. Ex. OCCUp OUTLETS OR FIXTURES' BAL01 IXED APPLNS. OR Ex. OCCUp.�OUTLETS (RESID.) EA. 2.00 Temporary service ) 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 -so' Permit Fee $ -S �1 Contractor ` MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty*of perjury (check one): "- - ❑ -The permit is for $100.00 (valuation) or less. ❑ 1 have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation, Insurance. or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become, subject to the W. C. laws of California. Notice to Applicant:'If after making this statement, should you become subject to the W.C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating - Cooling Hood 3.00 Ventilation JFF permit Fee $ - Contractor 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said -County in consequence of the granting of this permit: ;y X Date Signature of Applicant*— Owner ❑ Contractor [:1 Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $, TOTAL PERMIT FEE - OCCUP. GROUP I TYPE OF CONST, J,P(RCEL PD ND IS9UE 'This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC ' "By `' PERMIT EXPIRES Date - the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. r - .WHITE-O.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT _ + COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS ` Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ -.10:00' LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ /b Z0 Penalty $ _Vtt71,00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 30,00 BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping fQ,W LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater Or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF [:1Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 iI I mO TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Instal lation ❑ Other ❑ Describe work: Permit Fee I $ 100 Contractor ELECTRICAL PERMIT Filing Fee 1,�.0...000a Main service 100 AMS P OR LESS 5.00 -rte Main service EA. ADD'L 100 AMP 2.50 ( DWELLING OCCUP.) NEW CONST. y OR ADDNS. t ACC. BLDGS. 20 sq It CONTRACTORS LICENSE LAW penalty I declare under of p y of perjury l y (Check One): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. y License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST R -OUTLET 2.50 ea NON -REBID BRANCH CIRC NEW CONSTR %POWER APPARATUSS S) NON -REBID. SINGLE OUTLET CTR. 50 G zga Ex. OccupOUTLETS OR FIXTURES BAL�1 FIXED APPLNS. OR Ex. Occup.(ouT LE TS (REST D.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15:00,( Misc. Wiring 7.50 6;l ' Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating . Cooling Hood 3.00 Ventilation permit Fee 3 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE �$ � 0 OCCUP. GROUP I TYPE OF CONST. I IP RCEL PD HD IesuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ N10:00Jr LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ IA n Penalty $ ..O22)100 ARCHITECT OR ENGINEER'S MAILING ADDRESS' Permit fee $ 30,no BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping IDAW LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets ' USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 75.55 Lawn sprinkler system 5.00 6th n t�A TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee I $ 7t) 10G Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6101 OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. ( DWELLING OCCUP.pI) OR ADDNS. ACC. BLOGS. 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. y License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR -OUTLET 2.50 ea NON-RESID BRANCH CIRC ITS NEW CONSTR.POWER APPARATUS 6 NON-RESID. (SINGLE OUTLET CIR. / Ex. Occup(OUTLETS 50 @ asa OR FIXTURES gpL@1 A IXED APP LHS. OR Ex. Occup -(OUTLETS (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 ��t` Permit Fee` $ Contractor MECHANICAL PERMIT FiIirig Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE OcCUP. GROUP I TYPE OF CONST. PARCEL �,.,..�,�.. PDND ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee - $ d 0:00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty . $ nUy� ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ 301r)U BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping LOT NO. SUBDIVISION NAMEPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 0 ..A i TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Permit Fee $i,rii) Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00v OR LESS 100 AMP OR LESS 5.00 � ��}}���_ MA•:}� Main service EA. ADD'L 100 AMP 2.50 NEW CONST. (DWELLING OCCUP.y\ OR ADDNS. ACC. BLDGS. / 20 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ElI am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR -OU LET 2,50 ea NON. CIRC ITS NEW CONSTR ( POWER APPARATUS 6 NON-RESID. SINGLE OUTLET CIR. 50 zs¢ Ex. Occup o DR FIXTURES IBA10t IXED A Ex. Occup, UTLETS P(RESID,)LNS REA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 (�,( Misc. Wiring 7.50 {{y� �`' TRw-;4 1#4✓ -070 or. Permit Fee\ I $ IM, Contractor y MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $� /,��� 60 OCCUP. CROUP I TYPE OF CONST, PARCELI PD ..... ND ISSUE - This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date rRe,ceipt,.No. E-D..W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT �.>�..<�„ ;� _ y��` -fes''- C��y�iy • - - `�� No ,C- tot- -- - �� - - M WE IDrs t ' ASA✓ _ , , .. As ZSL U ' `;• _ ,4, `:, i.l .!=♦ ;111 ♦- ,�♦ `�:!'\i }��.. \♦��r' .a._i t '\ �=" _ } �.. \�. 911 • _\,J :� +-tis\ . +• . \,,, .� .. ''�• �• •+. `" -� .-: a . y ++ . ♦ ":;, ` rte' '� •t ., _ •� - . .± - �• � - '� '. � • - •� r � i '� .� ti S a s-..-+ `- -; is \. '<'!']'�' •\".• • lk + � �� w . - � `i'�.. �� �' . r . � •,far,,, �` GJ �� . . _// ®.����. � .�� � :, � ���•'%� ¢_%mss ����' A s Ll cr— ZZ -k • - t/ -L- -�.V'! _ � � •� " � -L` �C �-- � / ,- �L Ems' � 6�/ �„�• _ �� l 219 �*L4 e 4 *vim &-n Ql w- CC,- Ax - �? p. ao 7 �°L z yr, 4. Ot'6191Z 18614 NV1, "fv sAd" 0/78 d�n8 dp UNnoo 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 withthe requirements of the California Administrative Code, Title 25, Chapter 5, under permit number - for the following location: Owner _--Tft-r -. l-"► Pt"4V P F Owner's Address f . (} . \_n 1 `f Ci Y- Mobilehome Mfg. %.,"^ L [ Model —(P�L—iLv Year Insignia No.,ji.4gQG 1 G q S?7 Serial No. Adr) S 41f It is hereby certified for occupancy at the above described location and may be occupied. Director -of Public Wor s Datey B r �.'.� A - - ' THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS Ril OCATED White - Owner, Yellow - Installer, Pink - D.P.W. PERMIT NO. PERMIT EXPIRES �J i ':OWNER Toin Beaver owner 'CONTR. LOCATION (A.P. 28-13-3 ) E/S LaPate Rd, app'.600'N.of King RanchRd. 7 ` / Bangor Temp. Power Pole Called PG&E Temp. Elec. Serv. ;. Called PG&E Temp. Gas Serv. C G&EA44 Q -P1 OB FINALED (Date) (Signature) �X COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS • BUILDING INSPECTION RECORD. BUILDING BUILDING (Cont'd) PLUMBING tback LFAenwalI Ski Piping F ms ParApets At Floor f in Bldg. I Rest om Finish 2n Floor Siding Roof She Ing Roofing Fdn. Vents Garage Vents Insulation Prov: for physic II handicaooed Conformance of ex. 3rd • oor To out Water Pipi Sewer Fixtures Water Htr. Heaters Appliances Gas Piping & Test Temp. Gas / Sanitation Final r-oonngs // » 1 Footing // X 1 ELECTRICAL Motors Framing Test Water Htr f Stucco X Final Sub ane V Mesh MECHANICAL F bit Prot. Scra ch Heat EGrd. ervl i' B n CoIng , T mp. Pole F nish \VF cis ' nder round In rior Lath entllation Permanent or Closer inal Final MOBILEHOME TILITI Elec. Service Elec. Pedestal Water PipingSewer Gas Piping Q J MOBILEHOMEINSTALL ION - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS d (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 rating of mobilehome with a minimum of 109. amp) and -other facilities on lot, i.e. ,'water pumps, garage, cabana, etc.?. Yes_ o_ B. Is there proper clearances around.panels? Yes.4- No_ C. Is power supply cord or feeder assembly properly fused? Yes L ---No D. Is continuity test satisfactory as per the following procedure? Yes !/1Qo 1. De -energize electrical wiring system of the mobilehome at the 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 infthe 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. S. 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. r • t MOBILEHOME DATA Manufacturer and/or Namestyle Length_ Width Vehicle Serial No. State Identification No. Additional Information or Comments: t i a MOBILEHOME INSTALLATION INSPECTION CHECK LIST 1. Is the mobilehome located :V equired separation from'lot lines and buildings and generally conform to plot plan? Yes o_ 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes_ No 3. Are footings and supports properly sized, spaced, and braced as approved plans? (Note possible variation at spring shackles.) (Sec. 5,082 & 5083) Ye No_ 4. Is the mobilehome level? (Sec, 5088) Yes_ No_ 5. If more t a single unit, are crossover connections properly installed? (Sec. 5088) Yes 6. Water ` A. Is flex' e connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes_ No B. Test - Does water piping withstand working pressure or 50 lbs, air test? YesA--"'No C. Backflow - If coach is not Sta e o alifornia approved; does station have backflow device and pressure -relief valve? Ye o_ 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes C' -/No B. Does it have minimum 4" per foot slope and is it properly supported? Y/ No C. Are any leaks detected in drainage system after running3- Ions of water through each fixture including washing machine standpipe? Yes_ No— D. If coach is S e of California approved, does station have required trap and vent? Yes_ No� 8. Gas Piping and Gas Vents _ A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector not more than 6 ft. long? Note: All piping is to be at_least as large as the mobile 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_' No_ COUNTY OP BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION NOTICE sS' A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. M Inspector ��/� i i1 `C / D to i .. a - - -- ^«-�--'' - -- --- vu-- - COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville,,California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT • ASSESSOR PARCEL NUMBER 99-41" —©s ZONING ° j - F(LJ ABUILDING P tlQ o OWNER /�� p p`p� TELEPHONE SO. FT. OCC. BUI ING VALUATION OWNER'S MAILING ADD ESS CONTRACTOR'S NAMETELEPHONE C O i CO'NTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN Fireplace Total Valuation $ LEND R'S MAILING ADDRESS - Permit Fee $ ARCHITEZb T OR ENGINEER LICENSE NO. Plan Checking Fee" Al $ Penalty $ ARCHITECT OR N INE R' MAILING ADDRESS Permit fee $ BUI DING A DRE / PLUMBING PERMIT Filing Fee 3.00 /�1� NX� P, Each Trap 2.00 Repair drainage or vent piping 2.00 .woB�NKd� . Water piping LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome�Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Instal lation Cher ❑ Describe work:_ _a2 077 L P6 -9M 3905-99 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 1100v OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELINGOR ADONS. ( ACCLBLOGS.CCUP,&\ / 20 Sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): E; --i am licensed under provisions of Chapt. 9, Div. 3 of the BuslneSS Professions r ode n my license is in /full force and effect. License No. Classification �C —6/ ❑ I, as the owner, or my employees with wages as their, sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI.OUTLET NO N.RESID BRANCH CIRC ITS 2,50 ea NEW CONSTR. (POWER APPARATUS 8) NON-RESID. SINGLE OUTLET CIR. BAL@10C EX. Occup( OUTLETS OR FIXTURES 50 @ 25Cand FIXED PR Ex. Occup.(OUTLETS(RESID )EA.) 2.00 Temporary -service 1 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor MECHANICAL PERMIT FiIIng Fee 3.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ Th rmit is for $100.00 (valuation) or less. have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 2.00 Ventilation Permit Fee $ Contractor I certify that I have rea this application and state that the above information is correct. I agree t co ply to all County Ordinances and State Laws relating to building construc ion and hereby authorize representatives of the Countyot Butte to enter upon a ove-mentioned property for inspection purposes. I also agree to ve i emnify and keep harmless the County of Butte against all Ii a dg a s, costs, and expenses which may in any way accrue ag mst i t i sequence of the granting of this permit. 1 X Datee_2! n -YO Signature of Appl" a t — Owner ❑ Contractor Agent ❑ An OSHA permit s required for excavations over 5'0" deep and demolition or construct- ion of structures o r,3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ ^r TOTAL'PERMIT FEE $ f1 OCCUP. GROUP I TYPE OF CONST. PARCEL PD 11 SSS This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DI=RO PUBLIC By PiAMI'T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Q-Zb- Receipt NO. WHITE-O.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT MOBILEHOME SUPPORT DATA If other than single wide, Mobilehome Mfr. /n�� i n)�� T" furnish Setup Model No.— — Year, Width—(ft.) Box'Length(ft..) Tagalong or Expando Size ft. 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). n All center supports measured from front of- mobilehome unless otherwise specified. _ Footings (check one) Single , �, F _ 1.lWood either jet.pressure treated o Mks foundation grade. x �_2. Other (specify) Center support Center support locations. footing sizes Supports (check one) (in.) U-111—concrete block. X7 2. Other (specify) (ft.).(in.) (in.) (in.) iz i (ft.)(in.) Pft.)F(i ). <--Tagalong,or Expando, show support details. x�j -- Typical Support Footing Size ' -- Max. Pier Spacing y (ft. (in.) A -- Max. Overhang —0Q 'BU.TTF COUNTI IUILDING DEPARTMEN" APPRQVP *If center piers are other than drawn above,. draw in -locations, spacing, and dimensions. BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET e 1. Owner's name: 704I EeAy-PV' 2. Installer's name:/9D/'l A IS 3. Is the site currently under permit? Yes No (If yes, furnish permit 'number ) -OR Is the site an existing site? Yes /'-�/r 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 T___r� No (If no, clarify ) P 5. What is the mobilehome electrical rating? ----------------------- 0 Amps 6. What is the mobilehome site service rating? ----- --------------- ;;Lo Amps -4-_ 7. What is the mobilehome site circuit breaker rating? ------------- le 0 Amps 8. Is there any other electric load to be served by the mobilehome siteservice? --------------------------------------------------- Yes / / No _77 (This information not required if pipe length less than 6 ft. on natural gas or less than 50'ft. on LPG.) U (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? -------------------=- 10. What is the type of gas service? ----------------------------- Natural / / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? 40� (ft.) r 15D 12. :What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than 6 ft. on natural gas or less than 50'ft. on LPG.) U „ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville?California 95965 - Telephone 916/534-4541 -�_ APPLICATION AND PERMIT PERMIT ASSESSOR PARCEL NUMBER Zv' -- ! �— __*5W ZONING -g - BUILDING PER IT OWNER TELEPHONE SO. FT. OCC. BUIL I ALUATION OW R'S MAILING ADDRESS Oa .956 Z O CONTRACTOR'S NAME TELEP ONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER �w V UNKNOWN Fireplace Total Valuation $ LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS �-- Permit fee $ BUILDING ADDRESS,1;s DI 0� PLUMBING PERMIT Filing Fee 3.00 �d O Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping 110,990 LOT NO. SUBDIVISION NAME PAR EL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets lQi�od USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeX Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [, Installation ❑ Other ❑ Describe work: Permit Fee $ n0c), Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 0V OR LE 100 AMP ORSLESS 5.00 Sid Main service EA. ADD'L too AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC. BLDGS. 20 sq it - CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) 0 I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions'Code for this reason NEW CONSTR ULT' -OUTLET 2.SOea NO.- BRANCH CIRCUITS) NEW CONSTR. POWER APPARATUS &) NON-RESID• (SINGLE OUTLET CIR. Ex. OCCUp(OUTLETS OR FIXTURES B AL AL 1@ FIXED APP ENS. OR Ex. Occup.(OUTLETS (RESID,) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 15cClki Misc. Wiring 6.25 Permit Fee $ 2 51..S'10 Contractor MECHANICAL PERMIT Filing Fee 3.00 WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. 1 shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 2.00 Ventilation' permit Fee $ Contractor 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 authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, inde ify and keep harmless the County of Butte against all liabilities, judgments osts, and expenses which may -in any way accrue against il-Getxfty in c equence of the granting of this perm X Date JULY J Q Ed Signature of Applicant — OwnerY Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0” deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ O OCCUP. GROUP I TYPE OF CONST. PARC ✓ PD V NO I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF BLIC � ByK PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date -� Receipt No. !tL / 3 -7?) WHITE -D. P. W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT i' S UST be` �Gorz set `of ans and specifications M --� . �'�.-u---T--n t.on fhe obl'at all times and- it is unlawful f® - - -, .1 f m'al<e•any char]c�es or eratioris�-arr-SOM&-wiiheut- written.permis�ion from,the Department of Public -- -- - ----- - o -.. - -- -- - - --- -- Works, Count` ot,fluffe. 4� i —------- -- - - �tBT-E --A t mats--'&. V�o arts ---- __._ -. _-• - ---.- __-. _ _ _- _ - --------..--• -- ,Accordance kwi#h Qf q�qu�tl Recgyn�z . Go P c1peq ,.Tor ,'ham i3eci#If3 qr lJnrform, �uit'' ..,Plumbing)- '' achanica �h�a�ro�iial+-�� �trii—ta • o � - -- ---- �'.M�A f •f 1!R� ' ! f �I vl'L G TT 4-ice.,-�+ _a� / • _ ___y ; _.—___—.__ ._.____ _- _ . -uired for tSO f_mif will tb req -nncbilehom mst llat►on ofl�e. ram,�, � _--•._ _�...—__..___._.._ rerctices -pf1� ff d-. use in._ th®-----_--=--�---- ---- - ----- --- -- -- ----=--------- i ��. Codes and 1 t • n ii F � ° 1 'J tet• . 4 { ,Y 5 ft.'f_rom thO property lines and a s back`:? o f-Sgft- f rom-the-ro ;Y= -y centerline shall be, cle ofi..'.� • St1iuL'�IfeS Or eqtfEpm i for a 2 ft. eave overha.: --U.t'ilityconnectioms shall be -within 4 ft. of the mobilehome, either directly beh-ind or within the rear --• _ .._ h- tfie rq`de�l�ft�..the mobrrte. x� -,1 BUTTE COUNTY , BUILDING DF -P, ,Y ;,� - P P 'R � ��/ ESD-- {y 1 .-..w.:+s...a:..3v�':rtfi,+iat'�::......."l �.• li..."�.kt.�"a.;:.4k�' ��v� �• ��iE�yti .r 0�0 i :•_COUNTY OF BUTTE — 'DEPARTMENT•OF PUBLIC WORKS r 7 County Center Drive - Oroville, California 95965 ^ n i Telephone: 534-4541 APPLICATION AND -PERMIT �J authorize representatives of the County of Butte to enter upon the above-mentioned property f. inspection purposes. fDate 2l ' Signature of Peermitee or Agent - Receipt No. 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. DIRECTOR OF PUBLIC WORKS By Date ' Building permit expires Date BUILDING Owner TQvh Rake ek SQ: FT. - OCC. BUILDING VALUATION Mailing Address G M&MU DEL �• N�aiZ CA ct6^ (� A V y `/ Telephone No. Contractor (,U /� Mailing Address Fireplace -: - Total Valuation - - Telephone No. Permit Fee ' Building Address IC LA ibP—T, C— P, 0 ��" Plan Checking Fee&/or Penalty + Permit Fee Q 'F � N C,74NCH le•O PLUMBING No. @ I FEE - PERMIT FILING FEE- $3.00 • Each Trap r - 1.50 ,+A)60R Repair drainage or vent piping 1.50 c, A. P. o• �:a I '� �' Zoning & Planning Water piping � 1.50 - Each gas water heater or vent 1.50 Fads Fire Dept. Fire Zone Use Permit Gas piping system.1 - 5 outlets 1.50 EQA Parking Plans Parcel Declaration Parcel Map 60' R/W Improvements Each additional outlet .30 Building sewer 5.00 Bldg. Plans Rec'd Parcel Approyal Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION 0' UTILITIES ❑ OTHER Permit Fee $ •�L�11'1f (Z, fj S3i I " ELECTRICAL,' No. @ FEE PERMIT FILING FEE $3.00 V OR Main service ioo°o AMP ORSLESS 5.00 Single Family ❑ Duplex ❑ Mobil Home Others ❑ Main service EA. ADD'L-too AMP 2.50 ' I _ Main service i100EAMP OR R 600V LESS 25.00 ' Main service EA. ADD'L 100 AMP 1,00 NEW CONS. DWELING OR ADDNST ( ACCLBLDGS.CCU P. 41 20 sq ft 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.OUTL T NON-RESID ` BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS B NON-RESID. SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTURES 5 L2j' FIXED LNS Ex. Occup. ( OUTLETS APP (RESID )KEA) 2.00 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 $ $ F —MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability ' for Workmen's Compensation. ❑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. PERMIT FILING FEE $3.00 Heating ' Cooling Ventilation t Hood 2.00 Permit Fee' $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County OrdinancesTOTAL and State Laws relating to building construction, and'.hereby L ent Feed . $ CSO PERMIT FEE $ 50 F -d authorize representatives of the County of Butte to enter upon the above-mentioned property f. inspection purposes. fDate 2l ' Signature of Peermitee or Agent - Receipt No. 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. DIRECTOR OF PUBLIC WORKS By Date ' Building permit expires Date i i r i i COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS — BUILDING DIVISION 7 County Center Drive ``6'7ov1ile, California "95965 — Telephone 534-4541 PERMIT APPLICATION DATA SHEET Permit No. OWNER_ A. P. No. Proposed Building Use ' 1� HZ C _J Permit fee based upon: Complete Contract Price DPW Valuation Z/ th.err (explain,) .. Building Inspector ����/►�f./ / %��"'�M% Date �� 7� At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance:. DATE RECEIVED APPROVED 1. All items have been submitted ................. ...... "I ..................................... 2. Plot plans in duplicate/triplicate............................................................... 3. Complete plans in duplicate/triplicate................................................... 4. Complete engineered plans and calcs..................................................... 5. Plans with Energy Design Compliance Statement ............................ 6. State Energy Forms No. .................... 7. Statement of Intent for Non -Heated & AC Buildings ................... 8. Fees of $.................................................. 9. Letter of signature authorization............................................::.............. 10. Sanitation approval from Health Dept.... 11. Planning approval for ............. I 12. Certificate of Workmen's Compensation.Insurance ........................ 13. Contractors License Information (no., name style, classification) ............................... 14. Improvements may be required. Contact Land Development Section of Dept. Public Works (see addressbelow) ................................................................................................. 15. Pre -inspection for required. Pre-inspec.request to M r,��� C— / bldg. inspector (date) �16. Other �'7 J When you issue the permit, process as follows: Mail to owner Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspection. Other fi Applicant Zl;;., Date Z 00K1A_rd6— / Copy of plans sent Health Dept., Fire Dept., Other Date— During the plan checking process, the following data must be submitted prior to permit issuance: (For required items not checked above at time of apl� ption, circle item.) 1. Index permit for above Items No. / (� 2. Additional items required: (Contractor, Designer, Owner) was advised of above required data by Telephone Mail Other By Date Plans checked by Date Plans approved by Date OTHER: Coov/DPW The .11*- Setback shall be 5 ft, from tho side property line and 50 ft, from *& centerline of the road, permitting a MQYJ- mum of a.2 ft: eave overhang but 90141y out of aU easements. I(A/o CIO( tr The&# /01 A.0,160/0"7, 0A.06., This set of. plans and specifications MAST be kept on the job of all times and it is .unlawful to make any chancres or altprofions on some without written permission from the Department of Public Works, Counfy of Butte. Soo SQ. FT. MINIMUM FOR MOBILES ti NOTE -,All Materials &- Workmanship ShaU Be in Accordance with Recognized Good Practices and of a quality prescribed for the Specified use in the Uniform Building, Plumbing & Mechanical Codes and the National Electrical -Code. tU Y . .fir Z . r"Y" v{s✓ •.- -_; .. �r._.�-. ca 1'S�.- ..-.�a�y ^'".oi"c�..v..►"v.w� •a:;Y_�s'F.Tv'o1.s�c r+w • r •r�..srw avr .�� •.. I I e A 028-13=0-038 '98=1207 ,PNI �< .4910, Wm &.Clara- t (instLapthtrd'.' Bangor ` ,gas) Wood HeatA'Spa' r r r ' i COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541. PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT r ASSf�ySI�RPT§ ND % (tell- ZONINGA5BUILDINGPERMIT v G LLLLIIAM B. AIND CLARA N. LAMB TELEPHONE SO. FT. OCC. BUILDING VALUATION 01MI'LU Ift RD., MRYSVILLE CA 95901 CO0R'W-P, AND SPA TELEPHONE CONTRACTOR'S MAILING ADDRESS COf A4(f(f ION LENDER LENDER'S MAILING ADDRESS ' Fireplace Total Valuation $ AR�S[�eR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUIZin UPORTE RD., BANGOR 1 Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFX'E] Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Othe"A Describe Work: INSTALL GAS—FIRED HEATER Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT FilingFee 20.00 Main Service 20.AOR�ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. til I, as owner of the property, am exclusively contracting with licensed contractors 1 to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. s0 OR ADONS. ( & ACC. BLDS. 3.50FT_ NON-RESID. RANCHO CIRCUITS @7,50 8 POW WSINGLE OUTLET CIR.ER APPARATUS 20 � I.00 EX. OCCU OUTLET OR FIXTURES BAL 50 Ex. Occup.OUTLEEDTS(RESID) OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X -J.. `�.:�_/ T .J� _Date _ Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating 15.00 Cooling Hood 6.50 Ventilation PERMIT FEE $ • Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 70.00 HAZ. I D. FEES IMP I FLOOD CDF PARCEL I PO HD ISSU This permit is hereby issued under the applicable provisions of the Butte County Code and/or R solutions to do work indicated. above for w ich fees h44 een paid. f By / S 6/11/98 / i /Date PERMIT EXPIRES ON6111/99 Date rR7eceiptNo. 31318 .D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF.DEVEL' OPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-754�� >�� M,ITN O• (Rev. 12/96) APPLICATION AND PERMIT I f ASb2TfQ 1616 UJ�Q@ �JJ[[,,LLIll,A���MJJ �BJJ.����jjAND ZONINGAS BUILDING PERMIT o CLARA M. LAMB TELEPHONE SO. FT. OCC. BUILDING VALUATION DwMITMMME RD., MARYSVILLE CA 95901 C1p 66,QR' 'r AND SPA TELEPHONE CONTRACTOR'S MAILING ADDRESS C016WON LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ AR�ffigR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUI`o;NITTYPORTE RD., BANGOR Energy Plan Checking Fee $ PERMIT FEE _ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SFX] Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtherA Describe work: INSTALL GAS—FIRED HEATER Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home s G w @20.00 ±[ PERMIT FEE $ 35.00 ELECTRICAL PERMIT Fling Fee 20.00 600V 0" LE9 Main Service 20.AORLE:S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that 1 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.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. - I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 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: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO I000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( 8 ACC. BLD S. SO 3.5¢FT; NEW CONST. MULTI.OUTLET NON RESID. C C, 97.50 APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 1.00 BAL @ 0 FIXED APPLNS. OR Ex. Occup. OUTLETS RESID. EA 5,00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating 5.00 Cooling Hood 6.50 Ventilation PERMIT FES $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) • I certify that in the performance of the work for which this permit is issued, I shall ` not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation pr visio of section 3700 of the Labor Code, I shall forthwith comply With thos prov' ions. X�� Date '� _ Signa- a of Applicant - Owner tractor ❑ 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 $ 70.00 HAZ. I D. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSU This permit is hereby issued under of the Butte County Code and/or indicate ve fo h fees h B PERMIT EXPIRES ON the applicable provisions R lutions to do work e een paid. 6/11 /98 Date _ 6/11/99 (Date) FReceiptNo. 3131R - HITE-D.D.S.-B. D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ` 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT A9sess0Pti 0r!I07 _ l� ©r �� ZDru"° -7L2BUILDING PERMIT OWNER/� �I/A TELfFHONE SO, FT, OCC. BUILDING VALUATION OWNERS NO ORE89 Crie ar CONTRACTOR'S NAMW q l TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checkin Fee $ SUILDINGADDRESS Energy Plan Checking Fee $ 1,-30 17—q PERMIT FEE _ LOT NO. SUBDNL410N1INAME P EL MAP PLUMBING PERMIT Fling Fee 20.00- USEOFSTRUCTURE SF XDuplex ❑ Mobilehome O Other SPEC" Each Trap 7.00 Solar or heat pump water heater 23.00 Water Water piping 15.00 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition O Remodel O Utilities O Ilation ❑ Other ? Describe Work GJ tlIn 7 ( 0S — Gas piping system.1 - 5 outlets 15.00./Sioo Buildingsewer 15.00 Mobile Home S G W Q20.00 PERMIT FEE $ s` ELECTRICAL PERMIT Filing Fee 20.00 Main Service .000.VoA LEss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business and Professions Code, ) and my license is in full force and effect License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 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. O 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 1 certify that in the performance of the work for which this permit is issued. I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner ❑ Contractor O Agent An OSHA permit is required for excavations over S0' deep and demolition or construction of structures over 3 stories in height Main Service 200A TO LOOOA 46.00 NEW CONST. DWELLING OCCUP. SO OR ADOONS. ( 6 ACC, BLOB, 3.50FT. MULTFOLmET NON-RESID. 97.50 PowER APPAMTUS a SINGLE GLmEr cia EX. OCCU OUTLETORFDRVREs Bw®'.w OR Ex. Occup. °MO ." FIs .I E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ MECHANICAL PERMIT Fling Fee 20.00 Heating /S` Cooling Hood 8.50 Ventilation PERMIT FEt t Mobile Home Installation Fee $ Energy Inspection Fee b occ CONST. TTPE TOTAL FEE $ HAZ. D FEES IMP FwoD cDF PARCEL PD HD 6SUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Date PERMIT EXPIRES ON provisions to do work paid. to Receipt No. WHITE-D.D.S.-B.D. A AR . SSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT TO Buildinq Department FROM: Environmental Health SUBJECT: Sanitation Clearance Final clearance O.R. for: Water Supply Clearance for bedroom mobile ome. Other a� 3 -3v -N) NOTE * * * Sanitarian Date I Owner. Location AP# Plan Approved for: Sewage Disposal ,Jr Water Supply f, Le Hold final for: - Water Supply Final clearance O.R. for: Water Supply Clearance for bedroom mobile ome. Other a� 3 -3v -N) NOTE * * * Sanitarian Date I RESIDENTIAL 28-13-35- # 214-90B,P,E,M LAMB, William & Clara ICONTR:';American Tradition Homes { E8712 LaPorte Rd, Bangor (NEW SF) 2 9/ f ; k 1dres OFFI OPY'''.z. s I I AS Date� eter By ELECTRI 0atdy�L(L Meter By 'JOB FINALED (Date) 96) _ Signature J=OK O=Not OK Not = Not Readyable 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-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /" L"ft. / /"Nat. or/ /"L"ft./ P'LPG 7. 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/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 1 J `J MISCELLANEOUS lbate .DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements : 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Coonectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses -- \ 9. Siding; Nailing -Veneer -Stucco -Mash 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 ;`r 1 . 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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 ' Y J=OK O=Not OK - = Not Applicable Not Ready RESIDENTIAL (Single ' = Date UNDERFLOOR (Plans) OK except #'s /(qQ /C y Zoning -Setbacks -Easements -Flood -Slope Fig., Main; Soils-Elec. Grnd.-�L/' Fig. Depth Ft a Soils-Steel-Elec. Grnd.- �/ g., Garage; //W Fig. Depth 4/Ftg., Porches & Decks; Soils -Steel-/' /Ftg. Depth Stemwalls, Main; Steel -Bloc kouts-Wrapped fie'stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped Piers-Ffrepha e tg.-Steel tD.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test LN Gas Pipe; Size -Anchors J* I�Vater Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground Pienums & Ducts; Clearance -Material -Support -Ins. /i.—%')/ irders-Sills-Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date 3� 0- and B-1 19 Date Card B-1 Date and B-1 Date Card B-1 Date PLUMBING Permit except #'s Water Htr.; Vent -Access -Combustion Air -Baffle Water Pipe; Test & Anchor -Nail Protection •}& D.W.V.; Test -Fittings & Anchor -Nail Protection • 19. Shower Pan; Test, First Floor -Tub Access 20. st Tub & Shower, Second Floor -Tub Access Gas Pipe; Size & Anchors Dat -7— Q Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL Permit OK except #'s i Fixture & Transformer Clearance -Ins. Protection ec. Receptacles Spacing -Lights & Switches at Doors L. t ize Boxes & No. of Conductors -Stapled t/2rRomex Installed Close to Edge of Studs & C.J. quip. Ground made up w/Mech. Fastners-Bond Gas & Water ppliance Circuts in Kitchen & Conductor Size/GFI S feed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At G29 --Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral 0 Yes 0 No ,r1_38.—Service-Riser Conductors & Ground -Main Disconnect quip. Clearances Panels-Motors- L.22.—Clothes Closet Light -Shower Ligh t 33. oke Detector Date` -�'2 Card B-1 Date Card B-1 Date` A:/)Card B-1 0 Date Card B-1 Date MECHANICAL Permit OK except #'s 4. .C. Ducts Insulation & Support 5. Vent Fan; Exhaust above insulation 6. ondensate Drain & Overflow; Size & Grade urnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 3 ttic Access & Platform if Furnance in Attic Date [Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s . Sils, Proper Material & Anchors �,,46.-Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41 aring Walls over Girders & Floor Nailing raft Stop in Walls (rat proof) Jigme Stops; Furred Ceilings -Stairs -Chases -Tub eaders & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) • C4&angers-Post Caps -Anchors -Connectors . Cing. Joist-Rftr. ties-Purlin—roof Brac-Truss-Shthng.-Ring. lace Ties or Type A Flue -Fireplace Throat clearance 8. _tic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions . C3arage Fire Protection Framing >rlroperty Line Firewall & Openings ,/tL,&E'Ext. Doors -One T -Check Garage -3rd Story, 2 Exits c. 53 _Qtw.fe; Width -Headroom -Rise -Run -Landing -Fire Protection 4. plywood on Roof Overhang -Attic Vents -Rafter Outriggers T-55-3idfn- ailing Veneer tucco Mesh -Drip Screed -Fd. Vents-Underfir. Access azing Area -Glass Protection -Skylights -Plastic. 58. Shear ails; Nailing -Bolts 9. In ' -Walls-Ceilings 60. Infiltration -Walls -Windows Date/ S/i) Card B-1t144y;— Date Card B-1 Date / Y1) -7n Card B-1 Date Card B-1 Date & Sidelight 62 Smoke Detector 3. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection V6_4, Bedroom Exiting fis G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels fairs & Rails ,,"6,8 . Fireplace or Stove; Clearances -Hearth Elec. Outlets at Wood Panel; Int. & Ext. 7 Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance El? . Outlets & Receptacles at Kit. Counter Z -3,4--m. Fire Door; Swing -Landing -Closer 3. A . Duct in Garage -Damper tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. L_� In Garage; Above Floor-Mech. Protection PI , Elec. & Mech. Equip. Listed for Location lec. Receptacles in Garage; (G.F.I.)-Romex Protection 11,11 Insulation -Foam -Looked in Attic — es 78. Guard Rails & Deck Construction -Post Caps 7 . dn. Vents & Crawl Hole Door -Drainage ood-Earth Clearance Looked under Floor Yes Following instld.; Drive Yes ❑ No; Walks Yes O No; Planters ❑ Yes ❑ No cco; Brown -Finish 82. . Unit; Disconnect, Electrical, Plumbing 3. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84.'7Water Well; Disconnect, Electrical, Plumbing 5. Exterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation Throughout House IL,7. Glass Protection t —e—Corrections from Prey.,'p2s Inspections as Test -Meters ged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Energy Compliance Certificate -Other Certificates DatCard B-1 Date Card B-1 Dat f o I 6 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: (NOTE: An entry must be made each time you visit job site) •r'' Owner: Permit No. ENERGY CERT IF ICAT ION La Porte Road, Bangor, Ca. LOCATION A.P. No. DESCRIPTION OF INSULATION ROOF Material Thickness(inchea) EXTERIOR WALL , Malarial ..Fiberglass Batts hickness(inches) 6w", CEILING Batt or Blanket Type Thickness(inches) Loose Fill Type riherglass I11nimum Thickneal(Inches) 1.2 3/4" Area covered(ft.ZZ) 3200 FLOOR, ELEVATED Material Fiberglass batts Thickness(inches) 64" FLOOR, SLAB Material Thickness(inches) Width(inches) FOUNDATION WALL "oterial .Thickness(inches) Brand Name Thermal Resistance (R Value)__, Brand Name Owens-Corning Thermal Resistance(R Value) mg Brand Name Thermal Resistance(R Value) Brand Name Owens -('ming Number of Bags 50 Wt. per bag 35 lb. Thermal Resistance(R Value)R' 30 Brand Name Owens-Corning Thermal Resistance(R Value) R19. Brand Name Thermal Resistance(R Value)_„ Brand Name Thermal Resistance(R Value) I,hereby certify that the above insulation was installed in the aboya buildlp' to oonformauce with `the State of California Energy Requixemente, LOERKE INSULATION C!).,. INC. 499I50 FIRM NAME/OWNER STATE CONTRACTOR'S LICENSE NO, m, D-PJtaez September 21, 1990 SIGH TURE OF INSTALLATION APPLICATOR DATE I hereby certify the above insulation and all required iteral as shown -on the Building Department approved plana and attachments have been installed as required by the State of California Energy Requirements.. All equipment, devices and materials are of the,quality'prescribed or are specifically approved by the State of California. FIRM NAME/OWNER (Please print) STATE CONTRACTOR'S LICENB$ N0. r•• x SIGNATURE OF GENERAL CONTRACTOR OWNER DATE THIS CERTIFICATE MUST BE ON FILE WITH.THE BUILDING DEPARTMENT PRIOR TO FINAL. INSPECTION APPROVAL AND A COPY SHALL BE; POSTED WITHIN THE BUILDING. January 1984 , A, al COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747`Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE ,v `- C OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is co eted. If you have any question pertaining to this matter, or neeAadditi I e p anation, please contact this office immediately. f ,! 010 -C-C Ca }uc e,9T9 !1 v ? 44A'e5�- }� Date v (/ Ins COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 194 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Fioad, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. t )_) AU611 D/ It Datep— r23 / / I 4(' COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER "' PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and, should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or addi n I xxplan tion, please contact this office immediately.. l'1 _ is-4-� / 3-L/-/� Date �7 — ?o Inspec ti/ _ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 qO APPLICATION AND PERMIT A SSPTC R P -A CEL M R / ZQNIN BUILDING PERMI o R TELEPHONE SO. FT. OCC. I BUILDING VALUATION O HER' MAIL ADDRESS 'fJ1 r CO RACTORSN ME TE PHONE D C NTRA TOR' M I ING ADDR S © `O if ` Fireplace 1,000 S R CTI LENDER UNKNOWN Total Valuation Is 00 co Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ AR H, TECT OR ENGINEER 19!A,$ LICENSE NO. Plan Checking Fee I Energy Plan Checking Fee $ / Q ARCHITECT OR ENGINEER'S MAILING ADDRESS $ BUILDING ADDFsS Ct 0 VAPenalty Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 a yl Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PA EL MAP li-t—I Water piping 5.00 3 O Each qas water heater or vent 5.00 USE OF STRUCTURE SFJ Duplex❑ Mobilehome❑ Other ` SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New Addition ❑ Remodel it' ❑ Installation[] Other ❑ VY Describe work: c ��``�J7J _ t' Permit Fee $ 6.1,oa Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00v OR LESS 100 AMP OR LESS 10.00 �� Main service EA. ADD'L 100 AMP 2.50 _ CONTRACTORS LICENSE LAW I d cla a under penalty of perjury (check one): ' I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Profess' s Code and my license is in full force and effect. License No. Classification /� ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST./ DWELLING o OR AODNS. ( ACC. BLOGS ' /z¢sgft` NEW CONSTR. MULTI-OUTL r NON•RESID BRANCH CIRCUITS 2,50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 920 0 A 0 0 FIXED LINIS Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ LEY Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating Q Cooling �i 7 0 Hood - 3.00 Q Ventilation 0 gool Permit Fee $ MW Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes.?) 1 also agree to save, indemnify and keep harmless the County of Butte against all I'abilities, 'ud ts, costs, and expenses which may in any way accrue a s u In consequence of the granting of this pe . it. � O Datef Si ature Applicant — Owner El Contractor �l Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 storiesin height. Mobile Home Installation Fee $ Energy Inspection Fee $ Q C CONST TYPE TOTAL FEE $ { / 1 HAz .._ CUA PARK scH� "! FL P R PD Ho ISSUE This permit is Hereby issued under sions or the Butte County Code and/or work indicated ab a for which R TO F PUBLIC By 0 PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date �~ � Receipt No. 595-19 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT R COUNTY OF BUTTE - DEPARTMENT OOUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER PR�I.VE - OROVILLE, CALIFORNIA 95965;- TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. _ OWNER +1 60 1A11 A P. No. Proposed Building Use )e tt I t 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 APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by`preparer of plans ........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form ......................................... . 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees pais ................................................. 13. _47A School Dist1ri�t fees paid .............. �14. Sanitation approval from 0 repye !� / % Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW –4<1 9. Driveway permit (construction approval required prior to occupancy) ru s 20. Pre -Inspection for required Pre-Inspec. request to J_ Building Inspector (Date), 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance ..................v. 3. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 4. Recorded copy of Agricultural Acknowledgment Statement ......... 2 Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. _X Telephone - and hold for pickup at r (� of ice. Deliver w/inspector. Other n Applica 4 Date��� v Copy of plans sent Health Dept., Fire Dept., —Other—Date The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_maiI—counter by .date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked by Date Plans approved by Date- –7 -" Sets of plans on hold in ZFile cabinet AP folder Copy—DPW TO: Building Department FROM: Encroachment Permit Section t RE: Driveway Clearance owner location AP # Driveway permit &10 a 1& 0 si ature has been issued for the above property. date TO Suildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance R1,4 ,AM /fi r _ltll .1 Mcg. Owner Location AP# Plan Approved for. Sewage Disposal Water Supply Fold Einal for< Water Supply Final clearance O.R. for: clearance for 4 bedroom mobi, hone. Other MOTE *. Water Supply . San+i:ar ian Date. 5/89 RESIDENTIAL PLAN CHECKING GUIDE (S.F., DUPLEX &.MISC. ONLY) Bldg. Permit # OWNER L��M A.P. # 2-e- IS --3f5 GENERAL Zoning requirements: (sideyards and number of permitted living units). Valuation. Plans signed by designer. Energy Design and Compliance. Existing violations on property. Items on data sheet.. PLOT PLAN Complete parcel size and dimensions. Setbacks, sideyards, easements', etc. Other buildings or structures. Grading, fills, drainage. Flood hazard. Special conditions on.creation map or compliance document. FAU & FAS road setback. F OOR PLAN • Complete to scale plan with dimensions. • Required windows for light and ventilation (Sec. 1205). Required windows for second exit (Sec. 1204). Skylights (Chapter 34 & Sec. 5207). Human impact glass (Sec. 5406). Required room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, and exterior outlets (Article 210-8). Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Locations of water heater, heating and cooling.equipment, other electrical or gas equipment, and plumbing fixtures. Garage firewall, door size, and closer (Sec. 503(d)(3)). 1 - 3'0" exterior exit door (Sec. 3304(e)). Fireplace and wood stove location, alcoves, and clearance. Smoke detectors (Sec. 1210). STRUCTURAL DETAILS Foundation plan complete enough to construct building. Floor construction details complete enough to construct building.., Elevations and wall construction details complete enough to consttuct building. Roof construction details complete enough to construct building. Fireplace construction details and talcs if necessary. SCELL•ANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). Guardrail details (Sec. 1711 & 3306(j)). 3. Brick or stone veneer (Chapter 30). 5/80' RESIDENTIAL -PLAN CHECKING -GUIDE• MISCELLANEOUS ITEMS TO LOOK OUT FOR (CONY D) Exterior plaster - weep screeds (Sec. 4706). Proper roof pitch for roof covering (Chapter 32). Roof covering type - (fire hazard). Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. . Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. . Two exits on three-story dwellings (Sec. 3303 & see Mezannines - 1716). Attic access and ventilation (Sec. 3205). . Underfloor access and ventilation (Sec. 2516). Combustion air for fuel burning appliances. 5. Noise requirements on duplexes. 6. Adobe soils - special foundation design. Retaining walls requiring design. 8: Unusual shape, size, or split level house requiring lateral design. 9 --Flashing at all exterior openings. Customer 4-7--*. Address ONGFELLOW LUMBER. zlity •Truss Design f and Floor Systems 89 Loren Ave. Chico, Ca 95928 916-893-0112 FAX 916-893-0140 Mandatory Measures Checklist: Residential MF-1R NOTE- Lowrisc residential buildings subject to the Standards must contain these ticasur s rcgardlea of the compliance ' approach used. Items marked with an asterisk (') may be superseded by marcstringent eompliutoe rnquvtmcnts listed On the Ccnificate of Compli+nc. When this chaklia is incorporated into Ne permit Cocumenu. Ne fcsuats noted shill be considered by all panics as binding minimum component performance specftcatioru for the mandatory measures w- they arc shown eJscwhert in the documents or on this chocklia only. DESCIUMON I DESIGNER I ENFORCEMENT Buildinr Envelope Measures ' §2.5352(a): Minimum ceiling insulation R-19 weighted jvtragc. 42.5352(b)- Loose fill insulation manufacturu•s labeled R -Value. ' 12.5352(cY Minimum wall insulation in framed walls R-1 I weighted avenge (docs not apply to exterior mass wa1Ls). §2.5352 ft Slab edge insulation - water absorption rate no greater than 03%, water vapor transmission rate no P=W-r than 2.0 perm/wch. 62.5311: Insolation specified Of installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352(f)t Vapor barriers mandatary in Climatic Zones 14 and 16 only. §2.5317: Infdtrz6on/Exftiva6onControls a. Doors and windows between conditioned and unconditioned spaces designed to limit au leakage b. Doors and windows certirvA c. Doors rid windows wcathcrstrippcd: all joints and per+etruions caulked and scaled §2-5352(e)-. Special inftitration barrier installed to comply with 12.5351 meets CFC quality standards. §2.5352(d): Installation of Fir --places 1. Masonry and facory-built fireplaces have a. Tight fitting, closable metal or glass door b. Outside au intake with damper and control c. Flue damper and control 2. No continuous Doming gats pilots allowed- . HVAC and Plumbing System Measure i 12-5352(g)"2-5303: Space conditioning equipment siring: attach taleulations. §2.5352(h) and 2.5315: Setback therrrmosm on all applicable heating systurts. ' 12-5316(a): Ducts wrturue>ed. installed and insulated per Chapter 10. 1976 LfMC. §2.5316ft Exhaust systems have damper controls. §2-5314(c): Gas-fired space heating equipment has intcrrnioent ignition device. §2-5314: HVAC equipment watt heaters show enccads and faucets certified by the CEC §2-5352ai Water heater insulation bLankcs (R-12 or greater) or combined interior/exLe for insulation (R-16 or greater): first 5 feet of pipes closen to tank insulated (R-3 or greater). t §2.5312(Fxccption 1): Pipe insulation on steam and tram condensate rerun 6t recirculating piping. 12.5318(dt Swimming Pool Hearing 1. Syrian has: + X On)off switch on hater. j b. Weatherproof instruction plate on hater. e Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet. Lightint and Appliance Measures I ' 12-535 '.. 2(1? Lighting • 2S lurnerts/watt or graver for general lighting in kitchens and bathrooms. 12-5314(eY. Gas fired appliances equipped with intermittent ignition devices. 12.53140Y Refrigerators. refrigerator-frvscrs, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT 'This evtifieate Of eompliance lists tath-, building fCatkrlL'3 and performance specifications ricedcd to comply with Title 24, Chapter 2-53 and Title 20. Chaptcr2, &ibch.!pter4, Article 1 of the California Administrative code This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to any subsequcat purcimser of the building. Designer Name . ritkJFrrri Addrsss: Documentation Author Narnc: 7-Ille/Fum: Addrtss: Building Owner Name . Mtk/F m- Addrtm: Tckphonc (signs rt) (date) Enforcement Agency Name: At—y: Telephonic 1. Ceiling Insulation -4 3 -i Number of stories R -value ' R -value One Two Three R-0 -103 -49 3Z R-19 -8 -1 -2 R-30 -2 -1 1- R-38 0 0 0 U -value 1 U -value 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8• Us -18 -9 -6 O.C6 -11 -5 -4 0.04 -4 -2 i O.C2 4 2 1 0.00 11 5 3 2. Wall Insulation -4 3 -i Single- Single. R -value Family R -value Detached Family Attached Multi - Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 1 U -value 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 0.10 0 -36 0 -24 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3• Raised Floor Insulation -4 3 -i Insulation in Floor -1 R -value Number of stories Two R -value One Two Three R-0 -17 -8 .5 R-11 -3 -2 -1 R-19 0 0 0 R-30 3 1 1 U -value -2 4. Slab Edge Insulation _..0.60 -144 -70 -46 0.50 -120 -58 38 0-40 -95 -46 30 0.30 -69 .34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 6 -3 .2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -4 3 -i Number of stories -1 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 -2 -2 -2 R-19 -1 -2 -2 4. Slab Edge Insulation 4 40 -90 37 Number of Stories -14 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factr 0.90 -4 3 -i 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Specification Points Standard 0 6. Glass Heat Loss Total Eslenor Single- Wail Slab Floor Efiecdre Percent Glats Raised Floor U -value East Percent Glass Single Double .51 to .41 to .31 to 0.30 or 1 na 16 4 .60 .50 .40 less 50 -121 -53 -39 .24 -10 4 40 -90 37 -26 -14 -3 8 35 -75 -29 -19 .9 1 10 30 -61 -21 .-13 .4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 .2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 16 -14 -7 0 7 14 24 -43 .12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 .9 -3 3 9 15 21 -34 .7 -2 4 10 15 20 -31 -6 0 5 10 16 19 -29 .4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 12 -12 -9 4 6 8 9 11 12 15 15 18 19 11 -6 7 10 13 16 19 10 9 3 9 11 14 17 19 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) �Et7ectlre Percent Glass (percent Ylasa x SC) Effective Eslenor Single- Wail Slab Floor Efiecdre Percent Glats Raised Floor %Glass North East South West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na 12 3 3 5 2 na' 11 3 3 . 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 1 2 1 3 2 0 0 1 0 3 1 -1 -1 -1 -1 2 0 -1 -2 -4 -2 0 na = not allowed -7 -23 3 0 �3. Shading (Shade Closed) Eslenor Single- Wail Slab Floor Efiecdre Percent Glats Raised Floor Mass Family (percent Qtaa x SC) 0 0 Maim 2 /CFA One Two Three %Glaze North Esso South' west U*ht 18 -14 -48 -69 34 na 16 -12 -42 -59 -55 na 14 -10 -35 -50 -46 na 12 -8 -29 -40 -37 na 11 -7 -26 -36 -33 na 10 -6 -23 -31 -29 -74 9 -5 -20 -27 -25 -05 8 -5 -17 -23 -21 -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4 -1 •6 -8. -7 -23 3 0 3 -5 -4 -16 2 1 -1 -2 -1 -9 1 1 1 1 1 -4 0 2 3 4. 3 0 4 7 9 11 12 12 9. Interior Thermal Mass Interior Eslenor Single- Wail Slab Floor Mufti Raised Floor Mass Family Stories 0 0 Sees 2 /CFA One Two Three One Two Three 0.0 -8 -5 -4 .2 -1 -i 0.1 -8 .5 3 .1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 . -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 -1 0 2 3 3 1.1 1.3 -d -3 -1 0 1 2 3 3 4 . 4 4 5 1.5 _3 1 2 4 5 5 20 -1 2 4 5 6 7 25 0 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 6.5 6 9 10 12 13 13 7.0 7.5 6 6 9 10 11 11 13 13 13 14 14 14 8.0 7 10 it 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Eslenor Single- Wail Single - Family Mufti Mass Detached Attached ' Family 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 12 8 1.40 12 13 9 1.60 10 13 11 1.80 10 12 12 200 10 11 13 i 11. Heating System it 10 8 SE or HSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 _ Sum of 1-6 -25 or -24 to -14 to -410 +6 to 16 or SE HSPF less -15 . -5 +5 +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3. 3 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 it 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 Effective SE or HSPF (SE or HSPF x duct efficiency) Effective -25 or -24 to -14 to -4 to +6 b 16 or SE HSPF less -15 -5 ' +5 +15 more 0.30 275 -73 34 -56 -47 -38 .30 na 3.41 =5 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 .26 -22 -18 -14 0.50 4.58 -10 -9 -8 .7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 3 2 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 :yst.!m SEER Unit Size (sq 2. unit; ducts In attic) 1700 Slm of 7-10 2700 b db 44 to -4b +6 to 16 or 15 -5 +5 +15 more 12 -10 -8 -6 -4 ,7 -6 -5 -4• -3 4 -4 -3 .2 -2 �3 -3 -2 •2 -1' D 0 0 0 0 3 3 2 2 1 5 5 4 3 1' 9 7 6 4 3 •3 11 9 7 .5 7 . 14 12 9 6 Effective SEER -7 -6 ;R xduct errlclency) •12 Slm of 7-10 -8 -.12 ;to -1410 •4b +6b 16 or 5 -5 +5 +15 more 15 -21 - -17 -13 •9 1 -9 ' -7 -6 -4 t -4 3 .2 '-2 . 1 0 0 0 0 1 6 5 4 3 4 12 9 7 5 D. 16 13 10 7 3 19 15 12 8 i 22 18 14 9 9 24 20 15 10 Control Adjustment 7 6 4 3 Nng System Installed -4 3 .2 -2 2 2 2 1 17 Detached and Attached Unit Size (sq 2. 5 12M 1700 2200 2700 b to to or 6 .1699 2199 2699 more I.0 0. 0 0 " 8 6 5 4 5 4 3 3 3 3 2 2 5 4 3 3 •24 -18 •15' -12' .1 .1 0 0 •12 -9 -7 -6 -16 •12 .10 -8 -.12 -9 •7 -6 ' -3 -2 22 _ /1 55 S 4 3 2 2 1 1 1 19 _ -14 .11 .9 OX SX tOY. 15X -6 S .d 3 illy (individual units) SOX SSX Unit Size (Sq 70% 700 1200 1700 2200 b 1199 to 1699 10 2198 mo a 0 0 0 0 7 5 4 3 5 3 2 2 4 3 2 2 5 3 2 2 -23 -15 -11 -9 53 20% 0.3 06 .t2 -8 -6 5 1.4 1.6 1.8 I 2.I -z!2_-8_ 2S 27 -6 -5 3.1 .3.3 2 3.5 3.7 I 3 4.2 1 46 0 0 0 0 15 _ -10 -8 _i 9 6 4 4 2 '22 24 26 ----� --.1 .,--- ► uiaus4cas J . \.41111211.0 L1U11C.11 . 4 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation . 3. Raised Floor Insulation 4. SIab Edge Insulation 5. Infiltration R-vvalue [381 Interior Mass/CFA . or R-value[111 U -value (0.098] \'TT.e 7 MSS �- or R-valve(l9) U -value (0.037] � �' or 'j .. R -value (01 • �Standard [-.J��- Type 41.1 U K•.. 71 ie•rve\.a •_GI U-value [0.65] 96 Total Glass 1161 % Glass • X SC Eff. % Glass 1136 t TYPE 1 _ /1 55 (UTAC 4.2, le: . e■ oaed •leb) - X �- = I �3 3•� OX SX tOY. 15X 207: 25% 30% 35%, 4076. 45Y. SOX SSX •60X .65X 70% 75% 80% 85Y. 90X 95% 100X 105% 110Y. 115Y. 120% 125- 0y. toy. 0 0.2 0.2 04 04 0.6 06 0.8 0.8 1 1.1 1.2 1.3 1.4 1.5 1.8 1.7 1.9 1.9 2.1 21 23 2.S 2.7 2.9 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4,8 5 53 20% 0.3 06 0.8 1 1.2 1.4 1.6 1.8 I 2.I 23 24 2S 27 27 29 2.9 3.1 3.1 .3.3 3.3 3.5 3.5 3.7 3.7 3.9 4 4.1 4.2 4.4 46 4.8 5 5 2 5 4 30% 40Y. 0.5 0.7 0.7 0.9 0.9 1.1 1.1 1.3 1.4 1.5 1.6 1.8 2 '22 24 26 28 3 32 3.5 3.7 3.9 /.1 4.3 4 3 4.5 4.5 4.1 !.8 4.9 S 5.1 5 2 5.3 5 / 5 6 50% 0.9 1.1 1.3 1S 1.7 1.7 1.9 1.9 21 2.2 23 24 25 2.6 27 2.8 3 3 32 3.2 3.4 ' 3.6 3.8 . 4 4.3 4.5 4.7 4.9 5 1 5.3 5.5 56 5.7 5 6 59 3.4 3.5 3.8 4, 42 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 SS% 60% 0.9 ; 1 1.1 1.2 1.4 1.4 1.6 1.7 1.8 1.9 2 21 2.2 23 24 2.S 2.6 2.7 28 29 3 3.2 3.5 37 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 56 5.8 6 6 2 65% 70X' 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.1 3.2 3.3 3.4 3.S 36 3.8 3.8 4 4 4.2 4.3 4.4 4.5 4.6 4.7 4.8 ' 4.9 S 5.2 5.4 56' S.9 61 63 75% , 11.2 1 J 1.4 15 1.6 1.7 1.8 1.9 2 22 25 27 2.9 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.1 S2 53 5.4 55 S6 5.7 58 5.9 6.1 64 21 2.3 25 27 3 3.2 3;4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5:9 6 6.1 62 6.3 6/ 6.5 80Y. 85T. ',1.4 .1.4 1.6 1.7 1.8 1.9 2 2.1 2.2 2.3 24 2.5 26 2.7 28 2.9 3 3.1 3.3 3.3 3.S 3.7 3.9 4.1 4.3 4.5 4.7 4.9 S.1 54 S6 58 6 62 64 66 90Y. ' 95Y. 1.5 1.6 1.7 2 2.2 2.4 26 2.8 3 32 3.4 3.5 3.6 3.8 3.8 4 4.1 42 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5 5.1 52 54'S6 59 61 63 65 5 67 10071, 1.7 1.8 1.9 2 21 2.2 2.3 2.5 2.5 27 28 2.9 3 3.1 33 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 53 5.4 55 56 5.7 58 5.9 6 62 6.2 64 6 68 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.4 6.5 67 6.7 69 7 105% 110% 1.8 1.9 2 2.1 2.2 2.3 2.4 2.5 2.6 2.7 2.8 29 3 3.1 3.3 3.3 3.S 3.6 3.7 38 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 56 5.8 6 6.2 6.4 66 68 7 115% 120% 2 2 22 2.3 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 5 5.1 5.2 5.3 5.4 5.5 5.7 5.7 5.9 6.1 6.3 '6.5 6.7 59 7.1 125Y. 21 23 2.5 25 2.7 2.8 2.9 3 3.1 3.2 3.3 9.4 3.5 3.6 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 5.4 5.6 S8 59 6 62 62 6.4 6.5 6.6 6.7 6.8 6.9 7 7.I 72 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 73 7.4 Pr17T1t Cvc4oT„ C...,•...,.__.. nte__ _ A ry ----� --.1 .,--- ► uiaus4cas J . \.41111211.0 L1U11C.11 . 4 SCORE CARD 1. Ceiling Insulation 2. Wall Insulation . 3. Raised Floor Insulation 4. SIab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East C. South d. West e. Skylight 8. Shading (Shade Closed) a. North b. East C. South d. West e. Skylight 9. Interior Thermal Mass 10. Exterior Wall plass 11. Heating System Zonal Control? ( Y / N ) 12. Cooling System Zonal Control? ( Y / N ) 13. Water Heating Measures R-op.;�o or R-vvalue [381 U -valve [0.030] or R-value[111 U -value (0.098] �- or R-valve(l9) U -value (0.037] or R -value (01 F2 factor (0.77] �Standard [-.J��- Type U-value [0.65] 96 Total Glass 1161 % Glass • X SC Eff. % Glass 1136 - X �- = I �3 3•� 2,7% X _ % Glass SC Eff. % Glass X = 1112 X 43 -- - X / = 2,1;7 4Z X -7 = r 0 TYPE 1 MASS AREA _O EON Interior Visa/CFA D. FLOOR AREA O TYPE 2 MASS AREA O o t Ezlcrior Will Mass ND. L OR AREA s7Z X SE or HSPF (0.7216.61 Duct Effuiency (0.78] EffccuvFSE or 8.g X � gZ = HSPF [0.56/5.15] 2 SEER [9-51 DuctEfGcienry (0.74] Ef ectiveT SgER (7,03] s� o Type (SGI Credit (none] c Point Scores -Z Q Ora G Q Sum 7-10 �Fg --i- I I k.erwicate of %-ompuawce: xesiaentiai Climate Zone 11 - ProJectTltleLAPoV-F 14, 10 ProjectAddre" y� Building Permit # � 2—x•-90 614th 4 A1� C/� Chk By DD.k Documentation Author Telephone Enforoernrnt A ----I Is -Only BUILDING DATA �j Glass �b� 1� w :. Co oor Area z% Number of Stories Notch East /'�1 45-2 — y S1 oor Number of _Units4 South c t Sin a Family Detached SFD gJ y ( ) (] Addition Alone We . [ ] Single Family Attached (SFA) [ ] Existing Building Skylight (] Multi-Family(MF) [ ] Existing -Plus -Addition Total MAP B UELDING SHELL INSULATION Component Insulation Locafion/Eomments Type R -Value (attic, cis garage, =ice?. etc.) Wall .............. — LC`1CT . tlw! S I j Wall .............. 30 Roof ............. C - Roof ............. Floor ............. Floor ............. = Slab Edge..... ._ GLAZING Shading Devices Glazing Area Glass Type Interior . Exterior Orientation (sf) (single. double) (roues blind. etc.) (shAde-ecrk .t, '% Overhang Framing Type i.,r.A-_. North ($10"Jr� North ( ) East (� East ( ) South South- ( ) West (✓r . West ( ) Skylight....... THERMAL MASS Type/Covering Area Thickness (slab/exposed, tile, etc.) (sf) (inches) Locationt'Desciiption (kitchem bath etc.) AJO NE HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer/ Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) uRN C .7 i4 'c. /O 66 Afti� i Maximum Furnace Heating Output: B tuh HOT WATER SYSTEMS Tank Manufacturer/Model # System Type (storage gas, etc.) Capacity (or approved equal) Soecial Feature(s) S'TaQp, SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) Return to DPW AGR TTLTURAL STATEMENT OF ACKNOWLEDGE NT h )LFORRESIDENTIAL DEVELOPMENT JP Section 26-8.1 of the Butte' County Code requires this acknowledgement be recorded prior to issuance of a building permit. 1. •M, ••1 PROPERTY OWNERS: WILLIAM B. LAMB State of CA • ). On this the 9t-hday of Tan,,arV 19_qn_, before me, SS. the undersigned Notary Public, personally appeared County of Butte ) - v -----WILLIAM B. LAMB ------------------------------------- E] Personally known to me. ® Proved to me on the basis OFFICIAL SEAL of satisfactory evidence. BARBARA A.WOODWARD to be the person(s) whose name(s) wns _ G n::o NOTARY PUBLIC •CALIFORNIA subscribed to the within instrument and acknowledged that _E_e BUTTE COUNTY executed the same for the purposes therein contained. IN WITNESS' CgQF0, Orly Comm. Expires Sept. 24, 1993 WHEREOF, I hereunto set my hand and official seal. . Present A.P. No. 028-130-035 tary Public END OF DOCUMEe The property described herein is adjacent ; to land or included within an area zoned 90-002962 - ' Rec Fee r"'5 00 for agricultural purposes, and residents.Cash �' " ' 5 00'',/ of this property may be subject to incon- Recorded Off veniences or discomfort arising from the County, use of agricultural chemicals, including, ; � Y• :' , �"r Butte,, . u'i;� �• but not limited to herbicides, pesticides, Candace J ;Gr.ubbs r ...,J and fertilizers; and from the pursuit } ' of agricultural operations including, f _1 -.Recorder, , �• li ' rtfi w ,+-�} but not limited to cultivation, plowing, 10:,16am:2,3-Jan-'90 t; AL tBG , ik spraying, pruning, and harvesting %,.which occasionally generate dust, smoke, noise; and odor. Butte County has established agricul- tural zones which have as a priority .use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. C-` All that real property situate in the County of Butte, State of California, described as follows: 1. •M, ••1 PROPERTY OWNERS: WILLIAM B. LAMB State of CA • ). On this the 9t-hday of Tan,,arV 19_qn_, before me, SS. the undersigned Notary Public, personally appeared County of Butte ) - v -----WILLIAM B. LAMB ------------------------------------- E] Personally known to me. ® Proved to me on the basis OFFICIAL SEAL of satisfactory evidence. BARBARA A.WOODWARD to be the person(s) whose name(s) wns _ G n::o NOTARY PUBLIC •CALIFORNIA subscribed to the within instrument and acknowledged that _E_e BUTTE COUNTY executed the same for the purposes therein contained. IN WITNESS' CgQF0, Orly Comm. Expires Sept. 24, 1993 WHEREOF, I hereunto set my hand and official seal. . Present A.P. No. 028-130-035 tary Public END OF DOCUMEe t Return to DPW AGRI riLTURAL STATEMENT OF ACKNOWLEDGEMENT —� FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte .County Code requires this acknowledgement be recorded;,, prior to issuance of.a building permit.. The property described herein is adjacent 1 to land or included within an area zoned 90-002962 Rec Fee 5.00 . for agricultural purposes, and residents Cash 5.100 of this property may be subject to incon- Recorded veniences or discomfort arising from the Official Records use of agricultural chemicals, including, County of a.v� S�,yhk Q_,�V but not limited to herbicides, pesticides, Butte and fertilizers; and from the pursuit Candace J. Grubbs of agricultural operations including, Recorder but not limited to cultivation, plowing, 10:16am 2$ -Jan -90 BG 1 spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive agricultural purposes, and residents within said zones and on adjacent property should be prepared to accept such inconvenience or disconform from normal, necessary farm operations. All that real property situate in the County of Butte, State af. California, described as follows: Date: January 9, 1990 PROPERTY OWNERS: �7 WILLIAM B. LAMB State of CA_ ) On this the 9t-hday of January 19__qo_, before me, SS. the undersigned Notary Public, p— e o lly appeared County of Butte ) -----WILLIAM B. LAMB-------------------- —--- E] Personally known to me. ® Proved to me on the basis E Ty OFFICIAL SEAL of satisfactory evidence. E,,.,L.,,,.AA.W00DWARD to be the person(s) whose name(s) was `J ^0�� taOTNiiYPUL'LIC CALIFORNIA subscribed to the within instrument and acknowledged that He DUTTE COUNTY Cq<IFOR �� frj Comm. Expires sept. 24,1993 executed the same f or the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Present A.P. No. 028-130-035 /e��afiY�LLci.fr f Notary Public REID&ST FOR I L Location: 11 Owner: K Contractor: Comment: BLDG. PLUMB/MECH ELECTRIC M.H.I./M.H.U. �INILPECTIO Form Rough Rough Fnd/Ftg Frame/Underfloor Top Out Temp. Service Job Status Stucco Lath Gas Pipingrrest Main Service Corrections Permit Renewal Stucco Brown Temp. Gas Underground Final Verify Utilities Woodstove Sewer Piping Well Circuit Ex Mobile Site Brace Panel Water Piping POOL Insulation Nailing Shower Pan �A r,�� Gunite aa—L Demo Bonding/ Light Niche Corrections Corrections Corrections Final Final Final Corrections Ready for Final Inspec. on: Date: CallO Phone: • l - //�/yam//�. � • - � 6 _ 0 f 1444 i t I +�� COUNTY OF BUTTE - DEPARTMEN- F ELOPMENT SERVICES -BUILDING DIVISION 7 Count Center Drive . Y O Ille, lifornia 95965 Telephone (530) 538-7541 P MIT NC 4ev.12/96) &� Af' I ION AND PERMIT / / AssEssoapAR��JJ BUILDING PERMIT OWNER _ Tl H11 SO, FT, OCC. BUILDING VALUATION OWNER F/0 ADORE$8 ^/ CONTRALTO • NAME - 51 CIO TELEPHONE CONSTRUCTION LE ER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee _ 20.00 ARCHITECT OR ENGINEERS MNUNO ADDRESS BUILDING ADORESS -9 It /t Permit Fee i. Plan Checking Fee a 3 Energy Pian Checking Fee_ D i _ E - PERMIT FEE $ i LOT NO SUBDIVISIONS NAME Ir" ��a C ' — VAS 1G PARCEL MAP GING PERMIT Filing Fee 2 0. 00 USEOFSTRUCTURE j (2 Ni'_ -- _ SF A Duplex ❑ Mobilehome ❑ Other a- — — — _ sPEc�v Each Trap 3 7.00 -11 Solar or heat um water heater 23.00 Water piping 15.00 TYPE OF WORK New ❑ Addition 13 Remodel ❑ Utilities ❑ Installation ❑ Other i Describe Work: Q�'�l ,(1 L' Q �/ �j)� ,S iZ_. r ` Each gas water heater or vent 15.00 Gas i in stem 1 . 5 outlets 15.00 pg sewer 15.00 Mobile Home S G W! @20.00 PERMIT FEE i (,K) ELECTRICAL PERMIT ( Filing Fee 20.00 Main Service 80.0V OR LESS 2ooA oR LESS 23.00 _ SRAPERMIT over -16 OC� Nk1 .. ii t ` > �+ Q Main Service 200A TO 1000A 46.00 NEW CONST: OR ADONS. DWELLING.SUP. 3 5�FTO: , NEW CONSI. MULTI.OUTI� NON•RFSID. I I @7.501 POWER APPARATUS 8 SINGLE OUTLET CIR. —_ Ex. OCCU OUTLET OR FUTURES ER 20 Q LOn SAL .501 EX. OCCU FD(EO APPIMS. OR ourLErs REsio. E� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00; _ • Misc. Wiring23.00 FEE MECHANICAL PERMIT Fling Fee 1 20.00 e Cooling_ Hood 6.507— .50Ventilation Ventilation PERMIT FEI: S Mobile Home Installation Fee $ Energy Insp6ction Fee $ occ CONST. TYPE TO AL FEE $ HAZ. JO.F aIV FrCD I ELI H j tSSVE This permit is hereby Issue under the applicable provisions of the Butte County Code and/or Resolutions to do wcrk indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON (Dere) E7HS Environmental Healto Special' 6t 8/96 ki is Nf 11641 ................. ...... 10—,3 /--02d Date E.H. USE ONLY Plot Plan Artachad Rear Ann Attached sent to 13.0. TO: Building Department FROM: Environmental Healt SUBJECT: Sanitation Clearance - L1110 (C44E-h-0 FA 62 o- 031 Owner Location AP# Plan Aporoved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other jgq,-rh rrT)., Hold final for: Final clearance O.K. for: NOTE: E7HS Environmental Healto Special' 6t 8/96 ki is Nf 11641 ................. ...... 10—,3 /--02d Date Department C o u n t s J. Michael Crump, Director Warner C. Phillips, Assistant Director October 11, 2002 Ray Koster P.O. Box 247 Bangor, CA 95914 Re: Certificate of Merger AP_028-m130-038 & 039 Dear Mr. Koster: Public f B u t Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 (530) 538-7266 (FAX) 538-7171 Enclosed please find the Certificate of Merger that .was issued by the Butte County Department of Public Works and recorded on September 6, 2002, under Serial Number 2002-0046637, in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at (530) 538-7266, Monday through Friday, 8:00 a.m. to 4:00 p.m. Sincerely, i 1 i Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: Building Division Environmental Health Dept. Michael Mooney :r RECORDING REQUESTED BY and AFTER RECORDING RETURN TO: Butte County Public Works LAND DEVELOPMENT DIVISION 7 County Center Drive Oroville, CA 95965 Z*002-0046637 Recorded OfficialRecords Count BUTTf E CANDACE J. GRUBBS Recorder ROSEMARY DICKSON Assistant 03:45PM 06 -Sep -2002 CERTIFICATE OF MERGER LANDS BEING MERGED: AP NUMBERS) 028-130-038, 039 REC FEE 13.010 OVERAGE 3.00 Fay Page i of 3 SUBDIVISION / PARCEL MAP: BOOK 13 9 PAGE 9 5, 9 6 BLOCK LOTS) 1& 2 BOOK PAGE BLOCK LOTS) As of the date of recordation, those lands noted above are merged to create 1 parcel(s) of land as described in Exhibit(s) A attached hereto. A/,f SEPTEMBER 3, 2002 MIKE CRUMP DATE Director of Public Works OWNERS' CONSENT TO MERGER THE UNDERSIGNED, as owners of all that real property to be merged, do hereby consent and agree to the merger of such lands into that / those parcel(s) as described in Exhibit(s) A attached hereto. ALL SIGNATURES MUST BE NOTARIZED: YMOND ROBERT KOS SIGNATURE ,/BEVERLY ANN KOSTER MUM Development\Applicabon Forms\Certif. of Merger -LD 1530 (10/01) a/ o2DDZ DA A.ME.IZI C STATE OF CALIFORNIA } COUNTY OF BUTTE }ss. } On JUNE 21, 2002 before me, MARY A. THOMPSON, NOTARY PUBLIC personally appeared RAYMOND ROBERT KOSTER AND BEVERLY ANN KOSTER personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) wlibse names) is/are subscrib4d 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 persons) or the entity upon behalf of which the persons) actccd. executed the instrumerit. WITNESS my hand and official seal. Signature ,Thss wea b, G76:•a! r. Canal %It:. MARY A. TMMPSON Commission M514700 Notary P,jblic -California t��n Butte County My Comm. Exp. APR. 15.2006 Tide of Document. CERTIFICATE OF MERGER Date of Document JUNE 21,-2002 No. of Pages Other signatures not acknowledged _ MICHAEL 1l OONEY, 5 A MADRONEAVE. CIVIL ENGINEER OROVILLE, CA 95966 RCE 20647 (530) 533-2131 EXHIBIT A All that certain real property situated in the unincorporated area of Butte County, California being Lots 1 and 2 of that certain Parcel Map for William Lamb recorded in the Office of the Recorder of Butte County, California on July 30, 1996 in Book 139 of Maps, at Pages 95 and 96, being combined into one parcel and being more particularly described as follows: Beginning at the Northeast corner of said Lot 1, said corner being on the south right of way of La Porte Road as shown on said map; thence along the said south right of way and the boundary of said Lot 1, North 62°47112" West 302.35 feet to a point herein designated as Point "A"; thence leaving said south right of way and boundary North 27°12148" East 60.00 feet to the north right of way of said La Porte Road and the boundary of said Lot 1; thence North 27012'48" East 6.53 feet; thence leaving said right of way and continuing along said Lot 1 boundary North 53013100" West 424.81 feet; thence South 32°07100" West 377.31 feet to a point on the northwesterly right of way of said La Porte Road; thence along said right of way along a non -tangent curve concave southerly having a radius of 490.00 feet, (the radial to said curve bears North 39048158" West) through a central angle of 67001'46" for an arc distance of 573.24 feet; thence leaving said northwesterly right of way South 27012'48" West 60.00 feet to Point "A", being on the south right of way of said La Porte Road and the boundary of said Lot 1; thence continuing along said right of way and said boundary along a curve concave southerly having a radius of 430.00 feet, through a central angle of 87038148" for an arc distance of 657.78 feet; thence South 29034100" West 564.82 feet to the southwest corner of Lot 2 of said Parcel Map; thence leaving the right of way of La Porte Road along the boundary of said Lots 2 and 1, South 74041 21" East 418.87 feet; thence South 47048 30" East 512.66 feet to the Southeast corner of said Lot 2; thence North 68°59100" East 136.83 feet to the most easterly corner of said Lot 2; thence North 17004'00" West 459.30 feet; thence North 12030100" East 157.40 feet; thence North 38046100" East 135.00 feet; thence North 43°58'00" East 321.04 feet to the Point of Beginning. Containing 16.11 acres more or less. The Basis of Bearings for this description is the same as shown on said Parcel Map. All new structures must meet the Fire Safe Regulations of Butte County and Public Resources Code 4290. A END OF DOCUMENT 8jn;eu6j WO a le;UGWUOJIAU3 4unoo 94n8' `7 A 0 %---1 cl d V [PLANNING DIVISION- BUILDING RAN DAPPROVAL 0 , (�I APPROVAL Use: � — (�I Q— Use: 0 K Date: Parking: Landscaping: Other - Sl.g ature. n X\� The attached Fire Saft :'equiroments must be conV*W as specified aWaWrovod by C.E).F. Y A Z OTE: 'a ' 4-? foo ' . ee the attached sidential nstruc irements Pages )L' G 00 u -S E LL ES 14-) y OF C STE ZwK 0 SCALE: APPROVED BY: DRAWN BY Pt F- Ul E cl DATE: REVISED . BUTTE COUNTY, -70 1905- "').' q910 LA Pio PLTE- R -D. BUMMDEPA DRAWING NUMBER r - See the' a tached _ t . . . x •,: . ;., f� ,,fi�ee •- . , �eSfd�ntla I � lr® Sti71f`�iA1n REVIEWLD•'i 4 Re UIPGment3 , BUTTE CO. 'FIRE DEPT. - CALIF. DEPT. of FORESTRY ' Pages f] approved as submit' _ \O i''�appro�ed with conditions Ij_ _— per t, tache �f,e�' 2 ' t ! - .. _ - , . \ • S Lia'. Q t 1-3 STRIJCl 11RES AND EO UIPMENT INCLU� INa =" 'ALL R OF ALL EASEw�EfV , , < ` ,' • ' . OVERHANGS SHALL BE CL.EA. \ r.. �:: t .. r 3� FT..f~ROM THE SIDE Ai<7L� � ' APPROVED A SET BACK OF 5 t6 Coun (7 , FFeO�i�a THE +EAFY PROPEe�I Y �ff�ES A�"1 E�9aiidonmental Heat -1 THEIR CENTERf. NE SHALL BE .. _ O -pa. FT, FROM a EXCEPT t CLEAR OF STRLiGTt'R'�S AND Et�IJ§f�f!•Ef<1�" EX >. at i A, cpR A 2 FT: EAVE OilERHANG. . '; .. ignature -m evi; _ . � � �' �, ° ©. \ •+-ice uS F 0 •, The attached Fka Sim raVkemsnts inust o conViOd FESS as speodW and. ti bV C.D.F. �10 CAL, - f .-I(D.STER • „ ` _ ^ •�� ��� SCALE: : APPROVED BY: DRAWN BYn,ERLI 7 ! DATE: REVISED BUM • - f - - 1 ' • �. . 9UiLDlI�G DEPART • .� 2-7o zoo s �I X110 L A PO LTE -D . A P R `0 V ED DRAWING NUMBER H APPROVED ('AAA P,l.ta County F: V 44� i nmental Hean ,cina!ture '� , D -rYp c)H',. L C) R— 'Vs"� O . . . . . . . . . . . . . . . . . . . . . . . . 110-8°S -S DEP, c. L 4bl- Or .0 (?jC) �WL&4 tq y _ r2hWv.mjL AWN BYT of I APPROVED BY: p, x P%ANN A A L 10 %'-LA.P6 T'll 12-6 OF p 0 DRAWING NUMBER ER I o•, OL o m. �: f_cllz` i 1 11 Q �v°qo G°LAO uTL% R E_ [3 A T H ' ! wool I 1 41 ! m ! S_ECTio►� B, m � , FHV2 _ 'a � loft 3`0 DV_QIN ?4F tl�l S :c_ _ i ; COUNTY BUILDING DEPARTME �-�A P P -R 0 V ED �� OF PPO S i TYP 13-0 13-D 13 .d 13-b 4 - x z J2 -o 4 j 20 -go SK-YLIC,HT i YP — oe FHV2 _ 'a � loft 3`0 DV_QIN ?4F tl�l S :c_ _ i ; COUNTY BUILDING DEPARTME �-�A P P -R 0 V ED �� OF PPO S i TYP 1 1 DE 7 A 1, L 12- SIMP-SMI WET I 111�lpll- iz Oul L A 50ATHIQG q . " 0 1%4 GLDr-V-I)"G Tu C, Lo q)< q POST -D E TA t L- -A. pl va/rIp;w TYP S, m I)so?j. qc q " AMCHDPL 't e 1 ALL A 2 Ff. EAVE BE ' "rtppT ` S V.VbGidT DZ=ThIL L4 -,D " 2 x (o uJAU 2 Icl ULATIDN - r q" SLA9 tOVEI 6 MI, FLAS-Tlc a�!cl� � e T lJ;; 31F Ry g lz yB''oC RLL Q i2rx-nntur w LTttf tv--- /a Cdr R�Barz 2u aP -k- 4+o� 7 75 V I 2X BLOCKING AT PLYWOOD EDGES TRUSSES AT 24 "cc: _ PER BEARING (3) 16d NAILS PER BEARING BN (3) 16d NAILS 2X FACIA BLOCKING 2 X BLOCKING 2X BLOCKING " ° • ' - STRAP ST6224 A,T SPLICES > � INSIDE OR OUTSIDEEN. E N E N E.N. EN. E.N. , -NET.3/8=PLYWOOD SOFFIT - -- - - - • ,� .. 4._-.. ----- - -- - --- -- T _ .. _ NET 3/8" PLYWOOD SOFFIT 8d NAILS AT 67cc EDGE f. ' 8d NAILS AT 6'cc EDGE NAILED, 12" FIELD ON 2X NAILED, 12" FIELD ON 2X FRAMWG AT 24"cc. , SIMPSON FRAMING AT 24' cc. H1 PER BEARING tSOFFI,T--=,R 31L A T PyORCH ; 3/4.• ='l' 0.• NOTES T' .O IDENTIFIES WALL LINE - 17 IDENTIFIES SHEAR WALL TYPE ' try . HOLDDOWNS REQUIRE DOUBLE STUDS _ SHEAR WALL SCHEDULE y rrti.- 1) , MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X DF FRAMING- Q�m'ESS/ AT 16"' ON CENTER WITH 8d (.0113 X 2 3/8") NAILS AT 6 INCHES ON , - � M 0 F� CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED 0 N 3 MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER 2X DF FRAMING t • _ );. ,.. AT 16" ON CENTER WITH 8d (.0113 X 2 3/8") NAILS AT 3 INCHES ON ,, 9rFOF CA��F��f' CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED. 4X FRAMING t_ ' REQUIRED AT ADJOINING PANEL EDGES. 3X PTS REQUIRED. • MINIMUM 3/8" APA RATED PLYWOOD APPLIED OVER -2X FRAMING AT 16" ON CENTER WITH 8d (0.131 X 2 1/211) COMMON NAILS AT 3" ON CENTER EDGE NAILED, 12" ON CENTER FIELD NAILED. 4X FRAMING REQUIRED AT ADJOINING PANEL EDGES. 3X PTS REQUIRED. / SAL N07M ` 96 or al as ftb it 000"4 N M M Ma M N .IMr iww� wf w.wr ! IM M M.IIa� M In/ M alwq.nl..Mw N Mar r A 1 FN la r rw.w.wp .la « ra�wlr r awrq pr. r. ar.rl M w...r M � r..n .l H M Y.r • ��~N�M M y'MWY M «rw V N rw�w.. Y N M.i1M M «11..wy row r rw. w.AH N PM*bmme Ow...l� 01, w.w ." .M Mr/ ~A M• �� � 7.. 1 n1a r Mr ri..Y� M M •L `w A «~il.showaw otN�rrlWrYM. V ftd..l •d « ft"!r ab" Y wsw. N Wo a- .lP rw « W.rA I' l Al « M d aY� I.ra t. M 11..Igrl /N» Y rwwy a IL ..Mr�r Ml1 M M4w11 IN Il.lnr ArMr..lr.w1 N M NMM r N. a"�r4.. ." nM * N & M►A fYrY. w�Y. i" M -r M ~ M GENERAL N2M& trll� M 7. M+M�.Awaaw«Oft ees 11 n.YNMa "it%.. a 1.y wrN.w, rwr w M.o.a «/r..q w�YwwY11 M rM1 �w�wYr r wA Y .lr. N. a. /NMS f�Mr. Id ellw -m-MM6 Maw. fft of ~ M »w WA qw-w .0 M llwr.l orm- 1 Arr'.*A blrA M b!!nsoa N la ./M /W rN«rwY.w M 40 YN0.." M N ow..&w ow.iWW a awrMme= wll. c Na4"Mr. M M Y IoM V'aMM l 41 1 .a N beew .IMS !M ar d a. Mp M M MhM—p IL aMl..y r as M.w � w� M P.P-4 Y of. w.y ma. a... aw .. M.r awl M.l! ants. M .w Mwb.. nwl rwl M M ar M/Mw M M. 4wy ww /rY r.rr M. 4m l34 -9v LOCATION A,& A unrav a/T ADDfl7ML MAP SHEET PARCEL MA F A POMM OF IM 1/2 AE 1/4 77f W P AAD 77E 1/2 SW 1/4 cm N BOOK IV OF M4P8ATPAQB M N 7W lAWY00WM7HDAA S4 OF SUM �//r"/_���, ,.may" KIJJ7(M LAME BUTTE COUNTY.AN 2 rt 2 -ILDDNG DEPAR`�MC�.��T /ARNHART—/ROWN a< ASSOgATES PA M 1974 r..w.. 4 ■ 4 Ill) 53�M"l M (MI M. I ^eer .u. Poz 5� Wesi Sacramc, :to, CN 95891-0555 .�.14G le5l 7/-,/o�CO 4F 71qI4 �( p� Com• � ,y o�� 9/x11 11-57 /27 rile d h'& za'l-i �,yc, i Ule 6 m low DEPARTMEN �� VF -p //9 r C 1,--/ / , 1 -� ' � 740 X,6 b,Vfe , � Vk,9 Z M.A .......... . WE 6'E X.' -5 Tlj5_-,-z;y_Dp T�/ J 0_11�0 677U.4; 70: Z7: a 6-.1 So.e r6 6_412-P 4-1- c WI�7 �X re _5.7 'US Z Y W TO. 'S.T)EVC TU..O%-- E ,004E'N A GE T V 13 OA 1, VA,.f - V F2 is D .F�eAll_E �2 I/ = /.Z 0,/ L A/OTf�, ACA HE 4 4- GA_ GE - 7VBE 3x' 8 //V, .50 ezz 6 X,:= 0.' 7,3 . .. . .... ..... TEEL- Z 00 -6 (? 6 X /* 5CROE,11, - PSc C!� 14,6! 770 r" / -; 49� 5C 0 6 W,5 5 r o co /V ETa v 04 f .7 A/ OF -3/4,,/ 2 Al 6 CC 7 11B E 6L 4�5 VE_ W1,6 X,�-,aeev, EAC H SID,1- A Z. 1. . O&VT''.0�7Ai7 - ---------- FOUAIDA7-101V 1� E171-IC7 Q Cl) 0 0 Ch 0 ID OWN VEI Rio 0 �_o co =r ,0� _C _T 'S !l Fl R-F�Oflt lah 3.53" - F� TM TYP'—ALFTAE, SEQN— 70321 F IS A COPY, OF -"US VLSIGM'-10EAEC7rjOK` aG.PfTc E.l2<iIIII' it0[t2iS. x1C,IiC TlISSZS fft'Y!LRE £'tin9�'^J'SL C= DEIMiPORTAINT WX qwx sat W- W --P e=,E-sta A- ARNING w w�au.•s, �r:Ean ,ani cr f Ci L=1• acticatsTml FXOO **SE s�zri su r%S .�'r �Crlltue. s.�a >;rrssss-aE0r-7s : asueo+6 MF AM rAILwi 1(1 duan L� mm in S31F:73�1®CI aO✓iHmww me a7L0lr=:=� •_ FF.E _[,: 7...AtZ9 EE T il9 t 1B1 pm :.MID1Y.C7Et1. '..T LL�L'i"t-- O- ryl -"t',7 t.3 AW &AixGam+ �5c�$! smeL. 'sew me ac flEDdlTaoms. vgxss MW, -Fwm tom. _S" T fes. 4rrQa t S+sseL +eEii Pte'.. fomml Eit ' z 4s --a AA" 4taC�E SAU P C"= "I t ae +uiT:.R at.. � Q. i - JaZy,Y i ,:'7LVP" i0 l3ETN i.�4a .i'�' R t:r CA -T. .QDW. X6 L 7ICiN OPOIL a2?�O�T YL'R� S�:i?QeG'i ,.� �._ :�earb97. 5i�ff muo6. :AluTt5 YRS t' ammo.. tv.FT..S. OT`E3a� �Td)flf. !xFTfa+t Qf i fQ79f. Purm ,TSL15ffi m 1graCSl e s[vt co+c[x etxsrSM nif1; aaat,: E POW t^,jCPt +m '+3 ,S aF[W 'Ot tfSrM. OO 7ffir ucE n.ts _ T'I sKS.i�M •T6t a3CTi d:$aiD(f H06, �4�Si9,.B]B 1d6t_<�53` f$SI£3t.Y(ttFff�.�Ta6t?Nfi_SfIEJSEII'CJEi7 - _.7 O t✓7. c_=i IO .. A:.tfE L6'TllilSr' :•QS wt:fr+L:'DESXZM lrCM FM unro .coo w rico R -7E-600 W -e 3_50-�- Rauactog REV- DESIGN CRIT_ WC REF R4277-589 -Tc LL DATE laV15/90 Tc i3Z` . 3T5E I3RWG} 97415421 -- CA �'� 5 -. 0 PSF CA, -;IE- i S } TOT L� 2$ . 0 PS O/A tER, 24-0-0, L� g, F.Ac. A ., 25 QIT�R A _ I,12 TYPE CICS-- i /r ALPI ` `}9 � pf A,r a `moi liEi%Sf.: 4DtA: MS" a¢ iSiit 1426 6 .i .'7C� ME C tf+i;t-O�iL7C/Pi_+ iQ f7ile;.F/�'S� AT-EAQ� ,CIIsi :wf CO/a 1� 'ViSH l7agEli S:+m*4+�e8v'r.� MmnKsrF r aont+�. +ra4r a-uscrnt�'_a� tser7au ossta [2SIRt saats6�r [00-5wn -irro uvL=ALr Pamrsi Ars 'ar li .SFLCF FT �Kffi Itfli at!'t Mfg. .... - -. x[671 Vi" f We tit HE. i..tlE�tir pfbLFD - i_.R agTACHM MV-dun6 5MEAMIR [Y1t Rt67D �l.� 6A s�etvc fl1 flD for wt.E =cs - E.�FAFR7rtf`ii�31EVLtL6bZ..;-- Allh, 11 4" L, JIM, yp,'Lv 77 70- "T,7 7 ILI n -V , a 17 ju WC04 POT4�h t'A�l t�,,4 c OM r a Ito 7" Ile WEST EL EA OUTH tj ST bc lons, and �peffiqoflions M T CIAO +0 kept onL RIP" job v, w, rn, a r olifor +',nns on .561. ke, ny charoges n A swbac.k,of 5 ft. from it* peernisslon f"OM thO QOPOr�,MO Works, CourifY of BuffO and a 00-+ �psriy 11nes Ofsoff. from the road --.—Al( McttofI&AS orlIne thall 4e clear of 5 c:e, wilib ept res ot equIpment exc For a 2 ft,, Oveoverh Mec L L ThoMe 'LIS I ra. a arid VLI 'A LDJ7"�� I I, i , ; .. I . t r,l I ; 11 �' x wiit d" oV 'k u IM :Ca TJNTY SNT P%PP1 0! V E, T: 4 4 IA0 2N , LA inww�� 1 **row* 4', V _Q, '7r" 1� t', -777- it Ail, .17T 0' r er#).Nw Ti I; -, , , - 1 1( 1 1 -,j .., I , , , V Y, �. . q , , - I � I , I "': -, , �Ifi � � 7, 1Y it , , V 1 0. AVI T T jti�'�"Jj I 1Y, 77 if 7 10 —77 0., 777—,-7- 77— 1100 "'Ok", 4 IM. 1 4, V J- 4 y Atr k. -74"41 1�7t 1�.','O I I � � 1� " 1 61, 1 J'4�, -4114 Oilf 7- 77"""77—T7 71 41 P M1 00Il K�,-4 qW, k it A v UA�, NqOt t pcisv* "AP". "Y ;F A 0 �14 V� 40 rk 40 Lv,,v� A S®r 4 tim Olt, q 6 1 VIA- I -�i N 0 -r r TVV :0 , I , , I r 1. 0 'A 1) A T1 JK it . Ii , 'AM TER! 4/0 V MTOR Il"50 %L 4v Y- A-- pkoMerA Al M5111`M�14,,, 4�7 -41 `MVIde 11 b6drOOM window With minimum F 601. V, "Pe4i d 1 hn e n sio ns Of 2W' high, 2 0 Wid 'Pk 5*7 ft- and 44" �A MaximuM sill I" A jf�. $P'A4V LIA P L vo (PYlz ;Pr t44- 1 11 0MV41c, Ty"P. 4 % 4-�4 WMT ANCIA HP je 1,, , , " - ON ziv" $a. Iv, P Ft MAt��7'9 r", Beivrzm I. profecflon cmd ci Type -Ar r1j)e. j Wov 4Tciwr% 10/ em4t4 wvvt4eN j �1 6V$0%M Af;MONC. TVM *V Al te, A,4400, 46� tj 41 A14 I tit �mr� � ;4 T 4 13 T U .. ...... . ee Pat e. t'V, 4 4' j 4 - . N &FIN JA4 'T A 40 VP 4 0' Oil L. R. f a e- e 'aftI., -Is I I � 0, '1 '71 ; re & INV 4AA19 TYP 0 7 1+ , 7;1 co �V,5 f,jf;4.L "ptqPLSi" A S '5gy4ito, 7 At, Glazing AY/ azing )o -t -r - ?A, 1; s t>oo R I, 'I I T. I 6L I -AV OOO� --iI . . ?K� 4d, k!X PKT- ZAIl fo WT "q4 �P, tat 71101 T NP SN r 0 flow 4M M, W ATIM A440$ it 4VJ� r,-4 provide 1 bedroom Id 0 pen dimensions of 24�' high, 20" 7� -7 tt, area and 4.4" maximum si 5 .7, 1 , , 4 - A whidow With MINMU rP 0* - -4, ti,, �,,, k'l NT it k L 9 're"'M El A I X* I . . . . . A it r '911 tip, IMP, J V**w �caf �14 )C41L t4u �W to OR PAX 41L,% r 4: Oil I 0 LIK bedroom window with POINMUM i rov[de I P 2-0" wide,, dimensions open of 24" Hah, r14 Ur"r, Y imum, sill, J t� Tuf�r `�, � t' and 44" MaX 5,7 sq, are; 61 T-; % -3 "Tit 't tn tii 11 A, it A �O Soo, OT -14 4. (", Wn �A, 0416 C. I let , y, CM j 1z" I 8 UIL �PA rMeN T 1N R 0 �V:,E AP T,� X , V 7, �i # , kt, N q r Y i P A' S� I" ;. , M,4; "I !1- 11 1 it 1 ITPi77I`i``7O.. . .. .... .... 7-7- 7 7,7, NN", -7- c 77 MI, WTI-, . Cy F41le LIL JL- ------ --- po -7, 1 [4 ee 3UTTE COUNTY b"JILUING Dr-PARTMENT A -10VEL-0 ppi it'd' a -e— 0 Y. A'Arr 117 Cit. La I 7 in, NN e, rep, NAe If low, K,7 t 7 I I I I - . I . --- I - 4", IF` 'Ail —kl. 4" '1 "N 71 m—w yr IS, 6 AVi F us 4v It1-Ae V- 11 7! -T*f t�,* 0 V4 I114 (40 (A?4 ArJA \4 4�'L L 114 ivru 04 140 z M4A - T y t". 1� 4, 1 , u C; IIiA Wr -44 CPA 14 l'y titI W 7 . 1;1 1� YO pi NO\ Ty f t q f, Is t P -," -%t"', ! ,.III I � ., , , - �i 1 ,� _C4�",: t �� .:,"t ii,tq, � 1' t.; LI , 7!j It xIAo �Jl r $A 7" llv �q' o-. % It lt� ". . I I 1�1 I I It, , I , `� A TT 77 t t�j g, % I 0 t 1, Ar I r 40"A rKpli WsIso*I4_, 'j' !A ItIV o40. W A� IkA 'cow k�l 04 J�j �lk LL ol lee ooIL A _SSe ... . ...... II, j ur rE C. Oul R M, BUILDINO SPA ENf 7 7 , o 1 rz. r- F_ 2 ix 7 r Ti�S NIG.- PAPE€i FRD* Clamps EA T€�Pt�' iLD�:4}S Ii i3S' CAIS T�T�fl $Y TR�i,'ScWP TDR �cHL—.-_ 2X£s FIR ` ARCff 42- TC X-LOC L--ft G►.29 4.5 7-71 CRDM 2X& F - 2 > REBS. 2X ; FIR-L 1 S:rAN0�B BC X-L rX L-_R' C-29 4.51 7.71 CTM PLATES MUST B INSTIALLEDT TN ACCORDANCE WITK SINGLE CEII WEE 1-2 ENDS: 1.3 PFECU RE" tTS aF 1X_8_0_ RESEARCR F47 TI#1S GIRDER. AS BEE14 CESI tTl). 5UPPOIRT. A =; PLATESARS B CENTERED. ©t - JOINT. Er T, TO: RIGHT T t D f iL'ti t7 �E S E—'4' 5" DE Sir t� FGANIN" TO THE $4T CR Tom' TaRD,TT EXC€P€ iE3 �.DC,�TE 8Y CIEiCLE t3!? JNEESIDt�_ Df't'D.tTE SIE}E---2. 0�", OF SPAM FF�AItts :0 THE TC/(3C 5P1_T`.ID E DRAWING i:?ft FDS "g€. TE L[ 4TTi]t+�S �f*3- EYi3Ifi;�L JIII;tTS _ ` GI `I # ,` TC LGAD � s2' PLF k�iD, h 2C £Jttt gF 1 PLF c3 i 0 Tii r99�0_• SW-,!-L Bt- LATERALLYBRk%Et3 WITH PROPERLY CONNECTEi NO 2)(4 -f3 iER-FTs`, OR EE`iTEP CONTIJ NOUS LA71ERAL BOTTOM : RUNS Ai,E#} T t�A t ' iiE 2d ' € _ CHORD BRAC?NG @ 72` MAX. Cf.�_ E�E4LTRED. ATTACH WITH � 2-166 NIAD S _ BRAC NG 1S NOT REQUIRED IF A RIGID CEILING 0 Jtv` --CT•€ R PLAT. DESISNE U- FOR GREEN LUWER PES NOS TS ATTAC iED DIRECTLY TD BQTTOH CHORD . URACING MATE€�TAL TABLE 3.16_ 70' BE SUPPLIED AND. ATTACHED AT BDTK ENDS TO A SUITAS�.E SUPPORT BY ERECTION CONTRACTOR.. Aecmneoftd come.—tia fori4: c � t=sses' at- 2e 0 ,. to for raid specl —tbmns j 3X6 -44 _ 2 F9 1 _5X4 .. 4)(4 Ab y, � _ I ilkT qdl 0? 0 OVER 2' SLJPPOR.S "RLT_ TYP'.:--AtPDiE SEOK-- 70173FLRKI:9t A COPY CF THIS BESIEN TO EECT-10H E6NTRACi6R REV 5_2.'5 SCALE stFOE-> F1C - C itvE.'II 6Y7SEECsF£- **_TMP0RT`ANT*X si Y mr w- searuTb« ifARNI NG D +amu. tr�tt� ,m ` O Sx CRIT: UBS REF R427 61, � t - -�: �� � Tc 16-0 PsF [)ATE 01/13/90 Q p; Lam. �a7S9�SI �L'3iyC EA11aC` TQ BVS:DTiE SRS�:3a LC'i4SiYs� IDbt7!lARX-AlD.�asi3us_Y7[T. 5�7C - �, Q - n'sz�c+�v mss- xx rte. x�xe �� nim t?stsn � A==lt +u s�R;. rfsau- TC 1 10-0 FSF &X27 90013t�56 d Q.. a Ie A. ur nx;w rAw cb Lmz;c SINLIAMt� S' r-bnCFT 'Off EPaCM f 5_ EjAt= 3TWAM c='—P1 5me-rm -.0., vw"Cc wwlu �- m 4snr AAW A. -'Mft rrr acu Vii. aE urP.LLtT e;btcmf ¢,. Bc DL, 5-0 PS+= CA_mp'S ; � - .r:tx Ca jeCTC - cs.ss :r J*,-*T JV* tOMTE AS bo=4 r> a r srTACHM F%_lWW sHSX.rxizzz TD'TL .LD. 31.Q' PSF 0!A LEN,.. 1-40-a::BcAplbG Islul s_- a- vmtva=. lw. ss orltvwsE Sts2lW a Drmm MM wm% MmD t ZLIAf. CTS "'IIu: !!AS 9VOTIM 04 0=0V M ACT use MM 1.25- PITCH 4.0/ 12 osr.®. "7x Fm r-TAmmar mfstEu cwm3+ r+u= aA:r rms7jmn7 W= WMEN sstrgs:(W slur-mm m.S�uw PACIM SCE ABOVE- TYPE MOND w; =- _ .� :;�...� ,ate--� tTt ITS CESEARCH t REPORT•c _ Q Q S �R . 7� xxi- I n N€# �E iS: ESEA+zl..H f-ag-49.- T } t1C (. C -f1 J ^} S1=4a^.i_E Ctl.� r�iL C3' � t '.��Vi��: 1. J. 5.. ALL PLATES .ARE TCT BE tCENTEREO tXt TN_ JOINT, LEFT TO- EIGHT AND fop Ta eq -:rt: EXCEPT WHEP1 LOCATED BY t�fRCLE DA tT�ENSLLFIa� C"GER 5IR' AT MILSP,AN (3ETWEEN EtEAR1Nc', SEE"DRAbVtCtitY 130'FOS `PLATE LOCAT ONS DN T`FICAL JWNTS,` TOP ARB SHALL BE LATEPALLY BRACED WITH PROPaRLY Cfl CED' ` £ -HAILS SPECIT=iEC� ARE COMMON' RIPE NAILS, �(�RL!N. S SPACED AT A PWIML3H! OF 24" O C. lbt� .�=4 �fir'vr better�timaw 3�atexal bottsa c:�nzd bra W Note= 7b s� truss designed to ' -addit:ional load f.•?� g1 e-72*` +J'_'C_ _ �ed� AttaC zr/-2 61 aa.lS.- Bracing .Is not required - catalog ti9e- -it a d. cell r is dttad! ed dire t g�"to a»ttcarlurd. B.sacing; r"Ct(C�Z31t3Z{i. Recommended t ?cri is H Sa6_ s car�iag - 9G'I water — ta, � st�Iied �. atter . at 'both. " ta: a sai aab€e suMort mor :uiug zveamcaLii�s� by etectic .as. contractcsY:; All bottcaw chord. S -lice ; occarrin+g beth Daml .Feints are to be ldmted, a€. appteiy I aE panel i '.h fry p�� roiut wLtTan 12"1 an -;r shout3 not car is paw mat tP a- Pawl pOlut Csanect ar plates designed for green Its per )Pr-- 5X6 3,y- 24 ` 31x1 4X4 3x a X 12 rat { 4,00 Ct -' SXS _SX4 3X4\�i fS 18-7X IC 2-6-10 rt7 j-raow 4 � �" R- 3544 5t, 51€ 3.5 '' Clr� t IP&P TiP..--ALP— E Sr - 70165- FMUS 1 A COPYOF :-u-ITS: ;SESIGH TO &SECTION erjNTMCTGR REY 15.2.5 SCALE 0--t875 ca ;cam �t.y/`�'){�y''�' narscac�a razmrxz xzc �#^�a'Tyi� iSiGd' COIT:.tY REF_ R —iC' %CSC C s'Y�i,LTsTi�.i,� i 5"t2C ''JE7�`'4Sa blE t"W° .w,Y Hl' N- 1`(� Ht fewo- a - am-aT N km _ - _ � z ias c€ + ntry z srfsra+r . z iG E 7 .. 0 - ZZ, ASF t3�;v!& 'ei� 1-4001309 •-s • xiRr zza 'aa+s [rr SrazF¢ ct sat Y -r £ C= �. AM .ures,� M"D _� za s.na r.+ v+.z.�' s.• wxr "wm.- mss_ Mme= arwv msx +rsr�art.t : �ae4 x tx zv+zsr� ssaa srtd MC ssa+mt rts+ east t htisuY LRoi7p two. � VL 5-Q PWCs -E'.+ t: crus 9vr>r c tr sax �,�rz suz urate min. r,s;f crz.oEzsR.a e'F.> `Y4r,rtTfT.L$--. 0 D/A iEV. 36-40-0 ? JFvS ,z, as.r ccas �stx u zr s•�rzsr� s xRs s�ut;Ea w cEsi�. za rar ins OUQAO'�';�--`7 FAC.. 1.25 PITCH A,0/12 C38:s_ 0.iY �f�' bE9f�t4'tfi%E*76'�FEt�37Hii� b':F.R7iii`tStSF�7 a -r vzr.%npt Fm ,d= mr mx—nrw SE • '" TYPE UPS- - . { J£8:.2751C: THIS O�t6_ PREPARE FROM ti ITER INPUT {_GADS . DEMENSIONS BMT SUTTED''BY TR -SS MFR. I i�'Cl,OAG, 2X&- FIR LRRW SS TC X -LO L -R. 0.29 5.5-: 11.45 416_50 2? 25.51 31_47 E3DT CW- LX8 FIR-LAP,CH SS. -50 37.71 ?, WEBS- 2X4 FIR- A H S1A flQ ,- SC X-LOL-R: --rr0.2 6_95 11 49 t6_50 2:1.50 26.51 30.74 tib< IIESI�t FflR'3t PLY C:1a€[�€it+t :TIP TRUSSES @fid `(I .:; Er,"3I -' TCS fjrle � NI'P RAFTER AND 5UP9rG EVERY FOU FEET. LnTEFt�•,t_LY- � -- BRACE Ft iZ' TOP CHORD= WITH; 2X4 f3 09 SETTER HEM FIR Lata"�C-f`_ 2 COMPLETE 1 RUSS�ES PEQ IRE0 � rJ F s e`. -ifs it1 I S ?: 4 2X4 01.03 NAL SRACE FEE BW -75 Fifal-RE 5 (Si: FASTEN TO -E tri - � T7 H = : 16i� NAILS S" P r [- F RAFTER 4-I� £6.£PPLE EVERY TWU TRUSSES (58"1 TCP CH -�_�___ '. _ ": � �ctu. U,£_ � -1,31_C. STAGGERED CORVEX IGNAL FIRMING IS NOT THE RESPC3NSIBIL11TY OF THE TRUSS ._ BLIT CH -- ------------ 115"" GX_ '_SIGNER. PLATE KAN€ ACTURE -R:. NOU TRUSS FABRICATOR- PERS04115 i�EDrE (11` 1/2" DiA -ThAiJ r =LT FiAY t1E Sea1BSTT'flz7Eir _ , r ., E4�,Et TIPd _ TE t SES E t_RtTT Lit�Ei TO € ADVICE $'6 LOCAL - FGq (�) -16 RAILS IN :EIT�P TCP CR I;aTT€lt# C�#tzvS. � P9:35ESSIONAL €31G.INEEF F_8GfiRE1M4G %Ot-rENTICML: FaA-MING- TOP CHORD .BOLT SPACING NOT TOi EXCEED J$` 0«C_ . F E`" T IftSTAr I t="7 rX ALCt1RGA'K" -AT-r" -4�Zi`' L1ES Ef dtr 7 Pf' T w tTt ITS CESEARCH t REPORT•c _ Q Q S �R . 7� xxi- I n N€# �E iS: ESEA+zl..H f-ag-49.- T } t1C (. C -f1 J ^} S1=4a^.i_E Ctl.� r�iL C3' � t '.��Vi��: 1. J. 5.. ALL PLATES .ARE TCT BE tCENTEREO tXt TN_ JOINT, LEFT TO- EIGHT AND fop Ta eq -:rt: EXCEPT WHEP1 LOCATED BY t�fRCLE DA tT�ENSLLFIa� C"GER 5IR' AT MILSP,AN (3ETWEEN EtEAR1Nc', SEE"DRAbVtCtitY 130'FOS `PLATE LOCAT ONS DN T`FICAL JWNTS,` TOP ARB SHALL BE LATEPALLY BRACED WITH PROPaRLY Cfl CED' ` £ -HAILS SPECIT=iEC� ARE COMMON' RIPE NAILS, �(�RL!N. S SPACED AT A PWIML3H! OF 24" O C. lbt� .�=4 �fir'vr better�timaw 3�atexal bottsa c:�nzd bra W Note= 7b s� truss designed to ' -addit:ional load f.•?� g1 e-72*` +J'_'C_ _ �ed� AttaC zr/-2 61 aa.lS.- Bracing .Is not required - catalog ti9e- -it a d. cell r is dttad! ed dire t g�"to a»ttcarlurd. B.sacing; r"Ct(C�Z31t3Z{i. Recommended t ?cri is H Sa6_ s car�iag - 9G'I water — ta, � st�Iied �. atter . at 'both. " ta: a sai aab€e suMort mor :uiug zveamcaLii�s� by etectic .as. contractcsY:; All bottcaw chord. S -lice ; occarrin+g beth Daml .Feints are to be ldmted, a€. appteiy I aE panel i '.h fry p�� roiut wLtTan 12"1 an -;r shout3 not car is paw mat tP a- Pawl pOlut Csanect ar plates designed for green Its per )Pr-- 5X6 3,y- 24 ` 31x1 4X4 3x a X 12 rat { 4,00 Ct -' SXS _SX4 3X4\�i fS 18-7X IC 2-6-10 rt7 j-raow 4 � �" R- 3544 5t, 51€ 3.5 '' Clr� t IP&P TiP..--ALP— E Sr - 70165- FMUS 1 A COPYOF :-u-ITS: ;SESIGH TO &SECTION erjNTMCTGR REY 15.2.5 SCALE 0--t875 ca ;cam �t.y/`�'){�y''�' narscac�a razmrxz xzc �#^�a'Tyi� iSiGd' COIT:.tY REF_ R —iC' %CSC C s'Y�i,LTsTi�.i,� i 5"t2C ''JE7�`'4Sa blE t"W° .w,Y Hl' N- 1`(� Ht fewo- a - am-aT N km _ - _ � z ias c€ + ntry z srfsra+r . z iG E 7 .. 0 - ZZ, ASF t3�;v!& 'ei� 1-4001309 •-s • xiRr zza 'aa+s [rr SrazF¢ ct sat Y -r £ C= �. AM .ures,� M"D _� za s.na r.+ v+.z.�' s.• wxr "wm.- mss_ Mme= arwv msx +rsr�art.t : �ae4 x tx zv+zsr� ssaa srtd MC ssa+mt rts+ east t htisuY LRoi7p two. � VL 5-Q PWCs -E'.+ t: crus 9vr>r c tr sax �,�rz suz urate min. r,s;f crz.oEzsR.a e'F.> `Y4r,rtTfT.L$--. 0 D/A iEV. 36-40-0 ? JFvS ,z, as.r ccas �stx u zr s•�rzsr� s xRs s�ut;Ea w cEsi�. za rar ins OUQAO'�';�--`7 FAC.. 1.25 PITCH A,0/12 C38:s_ 0.iY �f�' bE9f�t4'tfi%E*76'�FEt�37Hii� b':F.R7iii`tStSF�7 a -r vzr.%npt Fm ,d= mr mx—nrw SE • '" TYPE UPS- - . { JCB' 27 7 THIS CMG,- PREPARED FROM L-64PUltR iI' PUT ' L' OAD S '% F?Ib_iNS ON§ Sr R. -TEG-$Y TPt-'--S NFR, TG9 CHWG 2X6 FIR -LARCH 02 TC X -i -£C L-A: 0_29 4_53 9.57 14_21 Bal CHORD 24 FIR-' ASCH0? FUS2X4 FIR-LARCH S? 'IDA9p BC X - ♦n-'+ 1-4-t i r C 5 -JO 9.24 14.21 f� CONVENTIONAL FRAMING IS -NOT _rr E RESPOtiSISILI TY OF THE TRUSS USE, THIS I2ESISN FOR COWON 111 TRUSSES ��Y. -� �. ��aW'Tog :a ' t3CSICNER- PLATE MANi�FACTL H. NCR TRUSS FABRICATOR. PERSONS CHORD TD HIP RAFTER AND Si PPORTE-VEmY tj'&T'EP:.4LL'y � ERECT INS TRUSSES Ate: CAUTIONS TO SEEK ADVICE BY LOCAL BRACE r=LAT T.O C.NCr,t3 WiT." .2�� ; �'� UR �?ETTEP_ fsE� QTR :�24` #i RR ESSi At EtivlNE� RE.0 .RDI :G C 1M ENi'ZC� a fl i ING �il��#- 2 -SSD NAILS AND 2X4, D1-4GFDi� AL _BRACE' PER V-4-:76 __F11 ? 3�,� �{ 'r..i:+ORT HIP PAF�TEt� -`WIT CRIPPLE EVERY TWO T¢3t3SSw5 : t(ciB+J;4-. _ . -1 HIR DESMED TO 5(PPCRT 5-I1-£ , AC 714 tis wEESa ti SINGLE L'F7T WF$' -2 ENDS: 1.3 M-17' ECIOR PLATES WST trE IW;TALL M IN ACCORGANCE NITH REOUIREMENTS OF I.C..03 0. RO SEARCH :RE -PORT #2549. TCE CHORD SPALL SE LATERALLY BRACES AFI �r3. PADP�cTtL`f Ct3NN'EC3EB � ALL PLATES ARE Tit E'-. CENTERED ON THE JOINT. LEFT TO RIGEir Sts 3 - 0 TOP O BOTTOM., EXCEPT WHEN LCCATE3 BY CIRCLE Oq DIMENSION. CONNECTOR PLATES CE-SIENED FOR GREEN Ll MER PER MS� SEE 13FIA`+1ING 130 FOR "PLATE LOCATIONS Ott TYPICAL. JOTKTS_'� TABLE 8_10 _ F GTE: 2X.4 4:5 HEN -FIR -G t SETTER CBNT.INi3WS. LATERAL BOTTL+ti CHCA17 BRACING @ 72 MAX_ D.C_ REWIRED- AITA0q ifITts r c-i5d NAILS_ BRACING IS: 140T REQUIRES IF A SISI -D CEILIM7 _ IS 4TTACKED DIRECTLY TO BOTTOH CHORD. BRA"CIN MATERIAL } TO BE SUPPLIED AND ATTACHED AT BOTH ENDS TO x SUITABLE SLTpPoRI ftY ERECTION CONTRACT ��► SXS' 7g 2X6 4. - 2XE I _ E)X4 3X4 24—-U C3ER 2 S'3PP^uRTS € �r¢ [PLT: TYP.-•ALPINE SEEN-- 70159 FIJFNIS;4 A COPY UF 1141S DEsI+"N TO ERECTMN Ca4TAAeTOA ! REV 17�1_Z`-5 SCALE = 0:37W 7:13ESM4 'CAT UBC I REF R427-58807 = cc o Q -f?tD©RTAN7** s a.c got M+ -eat � +ate AR'�`1I�+G � mMIM— �u»se QV �+ 7 I� �g� IS vUl lw* VOCU Qi2 SM=U ICiTW S t7A _MN G..Y72i:ms Wwmw. � "�T-75 . II3fbK91G �7A 7ttKGC. � Fir . L� _ 1 ��� PS �A� .r :_. C= C� this ': rsm in u:1• PiuloE. To amo "c T nr. 77s CCiF4i+�v�, [Y,tflY :MOOT pF7 ar�0nTItTFr+lY7Y ".,d-'. ,. . cz r t, fm -wmu. r lw e=ras- a'r wr_ u,pz< MOM. Das =1 rw raonlo*w sm-m - P�Lt i C ik { Q GtUSR 90@l3Oi?7 c E� p: p , AM llig a ,Wlt"M caw " uw€ xALV=r s srEfl rearnra .rr. u. eraCWTSE p►� 4 :�*: gra r +w rr IM ars MWX s scat UP OOM SVJJ. a- UTF3W-LT SAW o CA, T l .GL. 0 FraF CA -EW o c3 * co."mrs =aTTpFAa_— iT E� area Am wuTe +LTH WPWc>.r STs n e�Ywoo ssaEA zaw. Tt}T.LD;. ?F .0 'P$i- A LE�d. TRUSS 'S -'MK, �4aQst, i�m7LS9G aFfi77t4 ARE a` 0091 +d.. *4M= Q�tg �4 WTRlt 04MO WITH -MGFO CFXr : aR WACTM - - . _ UMC ; �,. ��Z 5,C. CF A �:nM CW � W.aT �,,� D.�:� _ i �5 - PATCH 4-0/1.2 cm t= 'Acs .Act Am sctr. =j.?N xzy" r-.; vvmm .r swarm ureEa. — :SET SACK 5� raj TwBl t�►rF srsran, ... y4i1 IYCTIO+y,� nr� SpEtimarm� �r -.-sno :c31w xnmr - , - h r _ ZOM' 27-bOa TRrS rjWG- PARED FROM CCNPUT.�R fNP:.�T :LOADS & 7IMENS�ON5. S�l3KITrED- BY WUSS �R c i s Cf:+ Alf 2X45 P1 -V; -LAP'- ft TG X -LOG, L--� G _ 29 6:.5 ► 1 t - 46 'x6, 50 2-1,502 1• 31. , AOT CWPt 2XE FIR -LARCH # L 37.71 b WMS 21-4' =L L€T "SxI� :E� C# �G X-� CDG' i.� r . 3 6 _ 1 _ 4 6 _ SO 2 x . 5 2 - st 31}; ' V5E SAW CESI F(L4 ONE PLY EMMOR IiiV TRUSSES V24'0,_C_ EXTE140 f (P -t ? Tri • HIP ATEA ANN St.FPORT EVF- Y FOUR, FEET. LA TEFALLY �. BgAf;E VLA -2F fGP 040 (tff -s 2X4. f3L OR SETsER% -FIS 0-24" GX. r 2 COMPLETE TRUSSES �EGUIRED ITrL 2-L rz ILS , mi, 2)r G�r3�f>�'ML ',PACE PER 8WT`-lei FIGF,1sR-E 6 to �- EEN TOGEi 5A_ WITH iba H41LS ' StFPQ9r:? 1-11P" RAFTER WITH CPIPPL_E EVERY TWG TFUSSE5 �E€3"; . TOPC:t ----------- _. ._ Q.C_ 3$� 3.C. ST GGERED I TPIE I3rtAL FRA91% 1S !, T THE, RESP& SIStLITY 07F THE T MC -S SOT CH I67 O.C. .; CeSIG F -Fr, PLATE b: J'1LFAC71'VPP-9. N-29 TRUSS FAST ICATOR, PEASONS NOTE: M/ -Z' TfiriU SOLT Mky EE SUBSTF Tnp E��S-ECT�I++��€r^TR■■�UgSSETSTARE=Cs+€C!]T^#Gt{EM)(�€ �(�)�E=FijyAri#/(i E �B�Y LOCAf�.g y(21( -M. WAIL`S: N E�'�t-ER TOP- IDR GaTTON CTIU�t:S_ II�I7D.3'S Z�? ",h?i_.. ti.iV 3I -EFS �EGAPGIiiG3- Co IV F L.lKAL �lS LNG. - OP C-40RU EJLT SRAKMN6 NOT TO .EXCIEZg ids' o_G_ , 0 C0--0C-CT-SR-PL 'TES %DUST EE s".'�'vT f_- E€3IN ACCOMAUNCE WITH -1 .RIF_: DESMII €G -SUE , t, jg-1 JACXS 'XI T H W :Kc3'S� 4`:�QLITW�' OF I C.S.0. A=LSL:. REPORT 12949. - S iN6LE CU - WE3 J 2' ENDSn 1- 3. 5. 1_ 9.. f A .L. PL4TES. APE TG EE i�`sTERED f'4 THE JaINT, LEFT TO RI'-7wT AND :700 Ta EorT . = ExCEPF �i�iT L(r,. EO. Sze CI€rV E OR 0DjEt43jL1f4, CA148M 5/81- AT HI�=SPAN BETWEEN BEARINGS. SEE r'Pii I:IG f3ri F€7 "PLt iE L.LiCAT -ENS ON TYPICAL JOINTS '`'eOP' CHOPU S [:.L _3E L TERALLY GRACE i1r WI? PAOPEi?E Y Cr`r+ CTCE� . ALL NAILS SPEGZFIE 3. AAE MM.15dt;5s WIRE NAILS. _ PURLINS SPACED' AT � R XIMW CF 24 !t �. or 3beteer X11 Lateral bractoT. to '� wig Rote= 2X4 03 i�£ir or better cants lateral bottom chard b acin spaced- Attath� v#'2�Sff fm. raterial o br s gt e3 aa� • @72" Q_w. tsar; required. Attach m/2 -16d balls- Rracicg :Is tot _regaire a a ... t eras to uitabl. Wi=t Zig ia$r if a xi id oeti£oq ;:.s attacbed dZrect_y to bottom chard., Frrac zxW . racer _ - terlal to b2 supplied diad attacbed acbotb ends toasty# table support x.LT t3ottm chord splices occur -`-rte betmm vanes poivts• ar-e to beh3 ere�Iars tractor., locatp& at apikoxisate2Y& IA of Pal: Lea frost paneA gaiat twitulcr I711) -a61 shOu: d mot'cccur in amt to .a panel point Cc=.ecter ,Nates~ desigwd': for g -ice per IM5 Table 43 -IB - 5 X _iB5X 7X8 3.�C1 3XIG 3X30 4X.4 3X8 X 4-00 00i I.5x"" 3X14 4XA 5X Wt=AlEMS E Ez?�.-C». cr r� �. a C� 3E�fSiotT4iT3E .7 I SKt/L for 9E F -t fm Y:rtYi.:a�J 3a wia- r;. ESsalul um Lei' ,tom t a: r�,y sir rats[ ?+t3t Vis: tvTIms a .Wr a<rs sass ADM iw.4:ss Fa aorta` I -C- T;Z= 'J[::C _ +?:pnsEMaW's;'.=Y2i F£i�d�dCAt7S06K�Pil: moi. �'T Lam: �s r� '+tS3s# '�€Dix SrF�Usc� Sre�' 9r DPI xasi� C:fa�G C+QS it�t&�r: R1�T stATtT4ei: �F{T+i �'Ef9a►; r+ - C€ O - • +uc. �.cxrfgzr. IWW 12v X -GE :c LT*AF "' s -L ' --004T WWC'DWG sat s=: tw-Ew wzv%'m 0"5&M y$W! I*XrM TIOUDW-MMM a= L4lti AZaw MCC i :-:Z. ii. IM CHEM eMM 1.4S&Any V LV-:UMUIM i s> rE� •��" �s t+ss»- Fx�:s'Sr f. w. ic3st arc EWAIE * VINU .. Wr^.7r a;s zoC., n noca Asa asF Vi3W- ff-a"U:, r€a APC -C' + *- aaV-- oe G=w:�tv e001VV.-M Mcg cra;rrs as '+}'.s'` Sirwmc i'T Gw"hr N;Lu ^Ffl1.=A"-G GatOiSJ1=0-9 6F it:. -FFCIFIM S.Y.. vests" 1!. Bar tec nts - s�ff5 sau +sat ;resx. f r rFk<» tsrz 2J ua a s :• nestsu t f1w aErsMVM V- Rv( YOU Ct1tS CM971 ICSSS � .et7Z.7NLo OE_."IBsa isYtCtS�tTCtH FM -x= tCK;:ssS'Rtue' Cis R-305 r -w— 3,50' 98V 15. 2 r5 �Pti.G = `J • 3tf %T' —R427-5881 DATE 01/13/90 EMMS CAMU27 £01313911 C -_--ENS BL -,r -,r O_/a LEm, 38--0—J D T'S PE C! PS-- z I TC LL i6_0 PSF TC L -NL I'D . 9 psv 6C DL w' PSF TOT -LD. 4 PSF SETBAG� 7"1i' �Pti.G = `J • 3tf %T' —R427-5881 DATE 01/13/90 EMMS CAMU27 £01313911 C -_--ENS BL -,r -,r O_/a LEm, 38--0—J D T'S PE C! PS-- z I .lam:27;65 THIS:al PREPARED. FROM Cd?UTER 'Ii+�Pt27 LOADS [3z'MEAI67JS1 5LtBi�fITT� _D` BY TRUSS htr R 0 T CHORD 2.,( FIR -LARCH 91 TC X SCC L -R: 0.29 .4-03 G3 7.25 .io < 47 t 4.21 6+7:T CHORD ?:��5 FIR-LAFICH sal . WEBS 2X4 FIR LARCH STANDARD BG X -LOC L -R: 0.25 7.25 14,211 % > z. C C.9rlf•tE 10IR: PLATE`S MUST Eta IMSTALLED ,N ACCORDANCE WITH SINGLE CUT 'SEB ff--TC, REQUIREMENTS OF T.C.F 0. P.ESEARCH AEPnRT f2949 - TOP CHOM, SHALL SE LA7� :.RALLY BRAcEa wiT'H pROPERLY CONNECTED P) :ALL PLATES ARS. TO BE CENTERED 04 THE JOINT. LEFT TO RIGHT AND PURLINS SPACED ATA 14AXIMOAI L3F- ��` Q_C. _Q . TOP To 80TT011, FXCErT WHEN LOCATED BY CIPCLE OR DIMENSION. EEE DRAWING 330 f -M, "PLATE LOCATMMS ON TYPxCAL JOINTS_" COPMECTOP. PLATES OESIaNEO _OR SaEE?4 LL."ER, PER NC)S TABLE $_B. o NOTE 2f,6 13 HEM -FIR €, EETTE.R CONTINUOUS LATERAL $OTTo � t;HI:RD BRACING @ 72" MAX- O.C. REOttIfiE[]: ATTACi; KITH 2-380 NALLS BRACING IS NOT 'FEGUIRE-0 It= A ATGIG CEILING � 173 ATTACHEO DIRECTLY TO BGTTOM C:i(]PO BRACING MATEP:[AL TO BE SUPPL iED ANO ATTACHED AT BOTH ENDS TO A SUITABLE SUPPORT BY ERECTICNa CONTRACTOR 5X 1,5X4 ..��'� JX �,. 2X4 _ 4.00V AN .33 r 3X5 S-0 — { nVER St1Pp3RTS; - , P s < TYP.-ALPINE GN-- 70$61 FLiRHIS14 ri CiY1�Y £!F THIS L$5I$Ai Ti} EiiT2' wf]r(TirkEY REQ 15_2.5 _ SGA! E_ • xr�� a.sm�� T>� c� c= o #IR�RC 3Ai�T# S� �r OE F dict asp s a nF'gxTTas� c ca i3ES C3iI i �b' �r€I " ARNING at ra. cater:oro tea, . -1:, �'i C3 C aiYiACrta�. �iYfi '#'ko�'3 'S4iCiFtGIt:K'- i9� itaf �7tTd1F411 F ti�tC,llg.gE '�-,-:5'; 'A7aL'TDS.�CEIQ TSS 1 n n -,,�.}. - fit- - . C7 C ,..... cam. t 3�1+Z ac32Cfe ca yvr �Ai4,ar>F -:ra 9uYtD r■E I*i = um Txstrc cawo A Y "�Lt!!trmaft�t5�stv21 . ..ESE �u. ? �.. - - l- � i� 'psr Qa� •C T 0 � j� i /g, +rsTT+ Tref "as.t.TT7 S'ibOYB il5186- nr.. SPF M Tcsts iCaR'S t�3lrat FOR d.IIst7Iwti SY!'BCLAt, T•S9tA- -� c? to t .y aeras+eruFu T aa. eMs c,T�i stcrtt u►ttss .sir ew�aw tmaeTs. ua £55 vw Chi Sit3Q111 ��.� -Y �TT+tPdt s st mantic naz�STs + � d. uvea Tw.acaa"sz_BEti tr.torten G1k 37( ' .t3 a� ,aver CMWtT T 10 WTM fMXS aT fAC* aaMr AM trier sm Y a<s+vsga na,.aaer v .TTriirs — __ CSE �a. T atuteG +re y evrtaut TaREst aarxxsw.tsF a sTn�Tsr YTtft 3TicVD rfa Mrw nn ��thg TOT _L3?":.31 . G PSF L7 Imsm '%TAO&gm :rnwKIM APMZCAQ�E kWr_Rr6 :x a5 'atEt:3Y';ED r" lg—tS%r. tm MS V.27 'nns car c� � ca� " o � be rnt inn., fiXiOt 1W.14 FMC 3RY� ?pEL-j;s?._.iWAM .FSC � � FIT � . ;�3y 1" - - •-.•rvr —,team 9t A'MC r+STii M WS �.teercrxaa_ tm8[ ` CiFiCii4r R7t'if7gT t".-rtT►rcC:?aw -yp� g f�3tf� y_ CCB: THIS'. G§ir _ pF? �si EBW Compo ER ?{FErT (LOADS & DCdEli5I0E�5 Sil[33 ITTEB' BY i + i5S ?9FR_ [TOP Chi€ PEY " F E€�-L A�r`�i. 12 = BP- CRORCIR-LARCH ?C X -LOC L-[ 0.29 6:-B7 13.25 19.00 24-75 4:. 13 '8:. i�Q , f WEEM, 2X4 FER-LARCK. sTANiDAFXY SC X -LOC L -P,- 0.2! 9_9, %9 _ Ob 29 f oq 3-.a �3 _ {- > O CT RLAT,- NUSF BE IN' TALLE IU �CCORJAN #flims SINGLE tIT €SEB -TCS f. HC, a. 801 S(RAPERENTS €TF" t , C 8 _0, R.ESEARCF€ AEPO`FTT- 12949. � rC.R BOTTOM CNORn CHECKED FOR 10 PSF LIVE LOAD. r�LA ➢ES ARE T3 BE CENTEgEa �f� THE JOI�tT, LErT Tia R OHF AtviJ' v 7CT S TTGE . E^CEPTLOCATE13 BY CIFCLE 09 f3IM&m siC+V_ ALS TOP C_iHORD SPLICES (XCt�It�G BETWEEN S:-= 1T€�ttWENG t3fI FOR "PLATE LOCATrWCE € U TYPICrL .30INT5._" PANEL POINTS kT?E TO 8E t OCATEO AT APPROXIMATELY 114 OF PANEL L c:'GTH FROM PAIL POINT SWI PHIN i2'"l ANO C = CONTRACTORS WARNING -'SHOULD NOT OCCUfl I,v 'PiWELS NEXT TO A PANEL. PCENT SPLICE. �- THIS TFaISS 15 UE.SIs i`40 TO SEAR A?!l IOR SUPPORT A€3C�ZFIfI��AL VtOADS ATSp8cCFIe- LOCATIONS, Tia'47 'CHORD S14ALL BE LATERALLY BRACED 'ATTR PROPERLY CONNECTED G RARTTCM-AR CARE IS AGY SEM r.rssa9 G ltiz—rTALLA.TION PURL INv'S SPACED AT A. MAXIMUM OF 2A-' O _C, t? CONNECTOR PLAT ES MSiv4eia ;Fort GREEN LUMBER PER ACOS HL3Te 2x4 HF1at-Fin ©R BETTEfT GO:,4 1N0005 LATERAL OCTT€ M TABLE 8, 16. CHs' BR4C W,, �W T2" IMAX. la -C. AEGUIFE€?`. ATTACH WITH 2-166 9ACLS- BRACING IS HOT FEGfIiPF-G TF A RIGLFr CEILING IS &TTACIJEQ UERECTLY TO BOTTUM CHE '- BRACING :MATERIAL PJ BE SWPLIEU AND'&.TTACHL- AT BOTH ENDS TO. A SCUITABLE 03P€sg3WT;$Y EFEe- Tfa��-CONT'RACTOR. - 6X6 q ESSiU r XF, ap'y {� Ti. 1-5X4 .2.5X4 rX cumv 4-X - x R 3s 5X _ 2.s r _ ` 3 -0 ovtp. 2 EUQRTS R=.tI7Q6 '� 3.530' r PES r 3 r€ .--ALP I SE[3N' 7£xT7LF' F# iitTl I A ;C TF1C" r` i 5CE916K TO MCTIeK CoNTRAC7£A: FAV 3 .2.5 `,g` LF =,O 187 Naos- CITARC res DESIGN CRIT: iUDA ,ZJ�38�i s >=t. r� r;3 ma=r'1RT,tk�Er sass�sar a>«ssi�ssrAf�iVIAIG >: s�rerte .x k ' �€.; s� �` t�Yssr�st cava u�E ��`satr,.t ssrF as >r� ne+ratu�r srs�� `STs` erne;; .szsa Tc LL 1.6- 0 Z i t� 3190 us�^T VC :eERu- TC U 10.0 r,4v' 'moly. ice: d awmF.r,s fs»c ¢o rrt rHrrrr sa�.s a sa=e =r.rrCA SC O(U , 5.0 i�:"Ct #SFxf3`:Cl _:ri 1f3Sf[: Ff+�S.tY.Flp_',p^W17 I. i.>?:F_�[t' ,i(ZIiI ¢ �.RCi£II l�� SiE1fxS*� aciizg xmsna s ;r aarssssc ais><snst Vis. nrarsm» acsa-saris i1fing tfu.a+ss na au,-aw TGT -LD- 31 _ tI PsF Ofk LEN. 38` - CX=tk MUM CKV .:soy ' 's+u�aasrxrs�i ram. s s>cisr=�s>�� s+Es rvJaa s rtasr+ a. }fAm FAC. 1X25 PITCH _ s r t tzr--,M=tAs sssrcwM sow—ssri-w4-�szrr#— u�tsar-mss;+ tml&sasrssm AACIi x.53` YFE N' TRIS CWG. PREPARE._L) FROM COMPUTER INPUT LOADS & DIMENSION SUBMITTED BY TAUS TOP'CKE1PEt"ElJCS FIf't-f kf C TC is`-L(3G E 0-29 7_16 1;3, Q 19,64 27.00; f#TT C C3t~Q' 2X4 cFIR-LARCH#t w IBS, 2X=[ FIR-LAPCH STANCIARG. BC X -LOC -R 0.29' 9.27 17.73 27.00 =+ T_ OLCr-X 2X$,, FIR -LARCH 1I 4` BLOCX LENGTH 4.310 SINGLE CUT WES I -TC: t. Wf4fFik-TOR PLAT]ES, KIks-r BE MSTALL.EF, IN ACCCit=tM-4CE NlT t RE�1itE'EWom OF I_C.B.t. RESEARCH fit?OEI 029 {M BOTTOM Cf X1FlD CHECKED FOR 14 FSF LIQ LOAD.' ALL PLii{ES ARE TO- BE CENTEREU (. THE JOINT. LEFT TO R!GfiT ANN? CONTRACTORS WARNING ' TOP T'G' RQTTtig EXCEPT Wi=tch LOCATED BY CIRCLE DR 13IMEMc10R_ THIS TFdJSS IS OESI NEO TO BEAR AND/OR SUPPORT $EE €3RAW1W I3€1 `FORT "Pt ATE LOCATIONS- tlPl T-WICAL JOINTS_' ACO OVAL LOADS AT SPECIFIC LOCATIONS. PAPT Ctl-AR CAqE IS ADVZSEG CURING imsTAL:LATION t TOR C�-tORc`]��?ii#LL. HE L�iEE#�tLL`�'' O�AiEfi '�tZIS ?F�3Ptt�LY CL�Ni'€E`er` (EII T+? EVSi: FrtkT THI5 -r�USS LS E�iECi ED F}�i}PE�1`. PuJAE:..L41S Q AT A. MAXTHU14 OF 2A` G.fi - Ci"rNNECT4)R PLATES DESIGNED FC44 GWEN LUd6ER PER MOS 4. H`R-FIR' OR "BETTER. CONT'Ttlalaus € ATER3 L Ht1TTOM TABLE S. 16 CR' QPG- BR'ACVIG E _A_-" KAX _ G _(s. R'ct UIPED . ATTAC14 gf —.- : Z_ 16d uAtI -.: SFUCING IS (43T RsGUlFE_--' '�E_ A RIGID CEILING IS XTTA DIREC T L`� TO SETT T O9 "GRC f BRACINC MATERIAL TQ: BE St PPL!'E[I AND. ATTACC-F_fl AT BOTH ENDS TO A SLSMABLE . SUPFOAT BY ESECTI€ a CONTRACTOR 5X4 _5.SX 12 12'' _r �X 2.5X4 3X4 2. 5X=t%. 3X5' .r Q --O` Exp, 45- 116 E �----- 27_t3-€€} OVER 2 SUg'PCRT PLJ _ Ty -u _-ALP iE SEC =-- 7Q315 _ FURNISK A MPY OF THIS DES369 TO. EWCT110" CONTl IACIC R REQ' 15.2.5 SCA rjjl_m E swcuucx rc mmm vgssaw cx=oc CARO iid GRIT_ UBC REF �rI 0RT, TX* s� an aE a� Eaa: mrT A ,� ING a. r,.xa� 114mirif u r= : -MvrtrlaWF.V9 TA T , OT Wf aEYEAT=P aw3.r.- sm -,aT--m. evaCtwo ski;. ®fEJt7iMi'f 'T(; LL 16.4 PSF U&TE 41! i5/9th - - _ C=T7TU5 at5+[Se'pf art`t LJ.1E' 1'V'amp IIiE.' ir+�4s' ts�; c'8F*S+ [c xa`�llaaQGtei7E-•[cTF _ v:'E fS � �—'K C= 1� �tLElt 7s -aiWIT =M -00M-00 g ear M Im. AJIVAE i3l�t3C ar tfG3 mm fm. J=rr�Nt. SPFBt_ - V _S DRWO CAUSR� 9WJ 4 10-0 Ti. O �10 .. Com'_=31 WV tWXLVA UqM VAW 41P ,ZLX�_ S+t; UNMO: -STEEL..' - 1ATlT'.TF.rCI`6 vE%LaF%3*WTi, L#XA= anp WM - (U) 5.0 MS cs � artcF m s 4cmt TEM"o aasTa : « � ;a,K -� A, �c � craw s eeL BE u� r tmz= {;A Sc CL 0, -EK: -g .� = anP.r 297FLsaiYi. GY" BaRf iuS ar moo[ .mxf :aA taLsnE vLYx" - 4AL 1TT'Xid;D itTm00:7 :a+Earnn6 tPSSF j5j 31_01- .��-0-0 _ Tfl7 31. V r�1t' U $ LE(�: Bassa. e_ rTac. V="l oc ar-" bu- vdam v .Zsr_ 7a+a far=u ossa unr "rno cEI�M M eR$"M ,LD .. �: veld ss� �►casa VIM aowtzrxa.[ mmt Taks as �s s►EaFcn' ml sgsTes aQ xiTr asc xxLs i3i�R.EAC:. 1 _25 1pf'a cRi A _0712 •mss ::a ,nI ,x7: n�r�e �r.�tacuess ,FOTus �. - SRAGING 24'_(} TYPE C0.9N-- v--7wr-_=_11 vrawTE trzzriJ!v_ —s—c471CWK: Csxta' 3E[2rMLTl a aeaas3ra a .MCtsm JM: - 27630 Tt4l'�' GWG _ PREPARED FRS TOP -CHORI 2X6 FIR -LARCH f2 BOT CHOnG 2X6 FIR -LARCH 02 WEBS 2X4 FIR -LARCH STANDARD - CONNECrOF PLATES VAJST BE INSTALLE13 IN ACCORDANCE WITH REGU IREMENT S OF IX -8.0. RES24SC14 REPORT f2949. ALL 'PLATES ARE TO BE CEI-4TERED ON THE JOINT. LEFT TO RICH T AES' TOP TO BOTTOM, EXCEPT WHEN LOCATE13 BY CIRCLE OR OI9FNSlQN SEE DRAWING 130 FOR "PLATE LOCATIGNS ON TYPICAL JOIWtS_' TOP CHORG SHALL BE LATERALLY BRACED WITH PROPERLY £OWECTE1 PURLINS SPACED AT A MAXIMUM OF 24" 'O.C- CONNECTOR PLATES DESIGNED FCR GREEN LUMBER PER HOS TABLE B-10. 6X6 5Xfi I < 5X4 4 X 4 t d_0 i r JXi(a z 1X4 ®$ ".GMPUTER-Impiil' LOADS WMENSIONS1 StmMITT D BY TRUSS WRr TC X -Ltd L -R'. 0_29 7.21 13.10 19.00 24.90 30-79 37-71 � BC X-L4C L -R: O , e-9 10.16 !9.0 -kr Z7,84 37.71 C SINGLE CUT WEBTC: 1, 7 BC: 4. CAMBER 114' AT SIDSPAN BETWEEN BEARINGS_ � W) GOTFOM CHURD CHECKED `QR 10 'PSF i.IYE LOAD- ALL EAD ALL TOP CKM SPLICES OCCURRING BETWEE33 PANEL POINIS A -PE ru aE LOCATED 3.T APPROXIMATELY 1/4 OF PANEL LENGTH FROM PANEL POINI (WITHIN 12r) AND, o of SMULD NOT OCCUR its PAWLS NEXT TO A PANEL POINT SPLICE_ NOTE_ 2X4 *3 tEM-FIR -OR BETTER CONTINUOUS LATERAL 8G iam � CHORD BRACING @ 72' MAX- C.C- REGUIREG_ ATTACH WITP-<_ _ 2-16d NAILS. 8AA4ING IS �4CT REGUIRED IF A AiGZ3 CE ._ IS ATTACHER DIRECTLY TO BOTTOM -CLiGRO. BRACING 24 TERIA` TO BE 'SiPt PLED AND ATTACHED AT -BOTH ENDS TO A SUITA2L'E SUPPORT BY ERECTIQit CONTRACTOq 3 5a f 1 _5X4 logoa - 4X:4 - -' rift CL OVER SUF13ORTS R-1908&� W- 3.50 F �_ 3.5'3' pLT . 'f Y _ -ALPINE P -� 70323 P11R�lISI I �* COPY ;€�F IMS' DESIGN TO EPEGTIUi Ci ffPAGT R ry�L F ''iM15.2.5pr�-�(e}� e�SCALE 7 _ �'i_ ifQ - AE9M£ Sb.+I :DPC r`S pC. ••�" EtEi1II :EA1?43eE iJ:1E DESII3UCAlT- UVC. F?E R427- 5+ -, '�'Amin M%I ORTANT** s,,A . aur � ms.-- F.mi Aw 1 MING M +•�v4L MMM AM CEVIAr3em €vm � .v> orsrsrms-s w .15K e -Mist¢ s -®Ir-= ;a TQS�C^s TC LL 16 _0 PSF umer 01115/ : =SGX Ot U" FAUfZ>E'SO fMMZ £6£ V#KJW' tCq' CCWQWARr ry rL7H.:Yl Lt�ilE 7iW QESIM FCR AMrTi4WL: S -=N- Eba:t- _. I:ti n. .• SF ORKS �27-:moi x>= «A,&Fkt nW FMI zo Cxz GAL.r.LaEICS st�8 16�rI auen . TA33=04aIs. lsa_-m ol>EiffiISF ,�+ RL( ) 5.10 PSF C& -ENG M014Q.ZQ* 9iTeM �r� W_'api3 E iEBM CF .Ciip 2AdQ M+E s. SKIM TCP DUAL SKUL UE tAILTAL_7 ducin CA APPLY 70 SWM fuFS Ar Fxx jo2o as aa�.re zs 'aim Lt Arr�olw A:� p Lw=,TaT�LB. _Q PSF 01k LEN. 38-; q Ti3al 5r+san as ccw=il.... -nsw a7mim1 Ic: ppw=c�s w A tmcm= ISI amaq Leant tm tm!s IJ�r'*...FAC. 1__.25 PITCH A . 0 raw ?ic =PPI aPcjr. DE6t8r ,Ecce f taE g'ru E ttE:rte Lte�a_ SPACING3a .tt• TYPE CORN-=- 4=�3 �.3 o Imo. -. •-_raI - rac.� cs.AfE :uslliu� Pas - wTlas,� mosses+ SfCis7cF'tTDa ra71 ar,AC rae:aec-r;rsa TH INPUT %LOADS & _ 01WHSIOMS S'UtWTT£D BV TRUSS MFR_ TC X- .:CIC L -R_ 0.29 5 . &.'' 13.2E 19.00 24- 1.1 75 32 .37 - -7 ft7P •Cti0f�0 2X5 FIR -LARCH �_ BOT CHORD 2X4 FIR -LARCH ARCH g z WEBS 2X4 FIR -LARCH STAMARD SL X-L10C L -h; 0.29 9.91 19.00 23-09 37-71 1 C CONNECTOR PLATES hkjST BE IN 31ALLED IN ACCOADANCE WIT11-f SINGLE CUT WEB A–TG 1. 7 BC: A � AEODIREMENTa OF I.C.B.0. P.ESEARCH REPORT 12949= til T T 0P4 CHORD CHECKER rG�3' G PSS LIVE LOAD - TOPALL PLA_fES ARE TO BE CENTERED CH THE JOINT. LET TO RIGH; AND TO BOTTOM, EXCEPTWHEN t OCATED BY ClW-LE OR DIMEMSION. ALL TCP i_W_gi0 SP? ICE^ 40C�!£ RING BETWEEN , SEF_' ❑-RA iWI G IL30 FOR 'PLATE t-CCAT IOM ON TYPICAL JOINTS-' PA.:tL POENTS ARE TO 8E LCCA FED' AT APPROXIM47ELY � 1!4 OF PANEL LEmGr4 FROM PANEL € OINT (WITHIN 12') AND o TOP CH"Rl SHALL BE LATERALLY PRACEO WITH PROPERLY 'CONNECTED SHQgL3 HUT OCCUR IN PANELS NEXT 7-0 A PANEL POINT SPLI'.CE- ss PUrILINS 8PACF0 AT A MAXIMUK 05 24` 0.C_ €, CONNECTOR PLATES DESIGNED FOR GREEN LUMBER PER NUS o _ NOTE- ?_X4 43 HER --FIR OR SETTER CCNITINUOUS LATERAL .80-TT-oR TABLE 5. B. � CHORD SPACING $ 7'2" MAX, 43.fi . RiOUIRED . A T A " -AITH - 2-16d NAILS- BRACING IS NOT REgUIRED iF A RIGH CEILING IS 'JT`AaIED' DIRECTLY TO BOTiOP. CHORD, BR.AClWG MATERIAL TO BE S )PPLTED ANN) ATi,�rk;_P0 AT ECTH ;ENDS TO A SUITABLE SUPPORT BY tREC7It3rt CONTRACTOR. 6X5 5X6 5F 2.5X1 2_SX y 1..,>4 I.. 5X4 12 12 Oaf— - 4-130 3X5 pct 2.554 5X8 .5X4 f c 38-0-0' OVER'2 S€lPPURTS P? 1272a W_ 3.50 R=1272A f_ 5�+' PET: " YP.-ALPINE SEUN`-- 70158 Ft 7SH A COPY OF TKIS iE"'i6M Tia ER eTIOM L-CWFAVUR REV .15_2.5 SCALE 0:1875 DESIGN alm-- ,r$� R42T� -::5880 X.�FI�si�-�'A�iT�ia� 2119(f. s[)T �,T�scw-a�sE �aT ca ARt�I3'.� *09 twcxw t�rrms am cz ` z s� a clEfI.TIRri fust cc a7ECItTC1TTT8E: �c ar`vrarr<av s�co.s,-a�r-ns a ,s .ow na�ssrs T y LL PSS II!►3 07,11 A31S _" cT snls tt3TOe Tas uTT rnx TaauTa risme tsr M r � � we�TraPr �a rla�-.�2t . � a} T-�� T= vaN. Gw; l*mKLTIY SWlQ Ww 6Tm` = ivt. liP_Iw_ cmwra ITS• ai5M FM AWVV3W_ SX>~74,. PUWA- 7C .DL101A b:+�Ri7.. TJJ :C= mv- wtsc.:�CTi4'[D tTi@�: `+iQ FatGk 6+4.T"afu- S Mw tsCCA- -6?tT fift Cp-6 g9MnAQ a=. t►;. S IIiR7fbC - - - tI ALPI ;� zrn"ue€ sit. T�T� +exm of cm taw Tw s- mcwt np c=m swxa_ sE t4,Z.uw_ty- awm Chi Sc .UL fu) 5_0 PSFCA-E.11* a cvaszxaxc rQ f :.T adT arv;L7TAT� srn1 f CT AfrAo4m mrsole s :T=+I� T4]T LO. � ..,i LEt _ T -[ :r rF�a:rs. atDttF sc� a- x;�ta+e :r.Ttt aCSc saw: rnr�., �tx: �ssta +gatYs a. TRUE sTt .n Tx .sstTcanc valeYStlsF a<, a z I� ,.��u a,� WR FAG_ 1.25 PITCH 4-0-112 - C';'.'_TglS.:I,i1�{Ti: �+�e�Yys���Tt�^ yy �r+1''1t+t,; +"•'oi'. - Tt:�.a. CTATE Saa CT11'TE. sa'i—N+TTDML lF.^EW W¢IF-Ra. C'It4't .F.'A a.ffi:C76 Rt1CYIOt _ - 3i1'+6TC'� .1 �}' LTi—` - }° j I rJi'�rQ JQf : 2ra15 ' TRIS DWG'.. PRE AHE D FROM COWUTER IwuT LOADS & GTa'F_Ns'iC.t'i5 5mmlTTED B" T�P.;S� MFR . T �r• s'i#€3F t� E tri-£ s C TG X- LOC L-R.- 0-29 7-la 13.50 t9.64 .'Bd 5 _ 71 $DT CH(AlCT 2X4 rIR-LARCK -ii > 9ERS 2X-F IF�E._R 'H STA�#[)AFi�', 8 K-C UC L-F tT _ 23 9.27 fi . 73 L6.71 C � rpt C0r4M5CTrR. P'LrTE`: i GE I[ !Z-1 LLED Lid ACCQRaw_-E WIT S NGUE Ci3 i �t3 f---1C- .4 !nEarEPEMENTS OF I , f:_g_Lr_ FESSEAR04 REPOT 42949< jU) BJTTrN CHMI) CHECCED FOR IC- PSr .iVE LGAG_ 14 ALL F:.A TES ARE TD EEE CENTEREEf ChT Tk_E 3o INT„ LEFT TC R tGHT AND CI :-TDP TO T3UTTDt UirCF-PT WhEil: LOCATED BByP.ELE DR GIMENSIMI'. TQF` EMAG SHALL BE 4_AT E AL[.Y QF£�tC.Eil WITH' PROPERLY CONNECTED � SEE L�Fztl isilPiG- I�16, F`£OR '`PLATE LIKATIO & UN TYPICAL Je-ENTS_ J PURLINS SPACED AT I A MAXI OF ;W 7 M(37" - ;2X4 1401=-=TF€ OR ENTER' CONTINUOUS L&T'EOA e0r`TOW CONNE€T�i €'LAZES OESrGNEO FOR (;REEK i_U4804 FUER NOS m . !U'FSLT €4€ AC L3+iex fE= 72- MAX. fT_C. PE-OUIPED- AT t ACH WITH `TABLE 3.11. II � s IL _ SF?'AC EdG S t t FEt3ujFF_0 IF A €UGED CEILING I ATInC D• 'Ji T%f T€S TTOM CHQFiD, BETACING. MATERIAL a P3 PC- SU 1E0 SND � fT.�z.�3 A-T SUi ENDS T 3 A SCtIFAELE 'SUPPORT 1Y ERECTION C LRACTQA, " 5)( e c _'5X 007 � y G71 D 3X4 2_5X4 1 - +�s y �. t _ Y _ aTS D r - t - 1E 2 BL3PP ¢ 2 TY -- L?Ii" iEi 7032-5;Rimy t tt �^; " i TSS L'€cl ` i EfiEGTiE CudFT r L awl '15-2. SOLE Y marts g. DE51GH CA LT: t C FBF 427--5899 �xs sur aE g�=m FM i�AN� > pt rsm"c Mrrm, say _ ac r9, c i< s�rzart�r nuc r« !,% stOLTUSM- at AW s�Tlpm utcr4 � -axs �a ., awe.. sum; » :' TC LL 16A Fes' UAIE 01/15/90. L g= mr-o- +st .oh-jFjv� ifs an + rss aE zaeos�a,sfr � +taasr�r.ss T*ssararc�:rsim scz r_ asx ray sr�: ssa rzrrnzaQs 3.Fszx c mc., C• i } ..?Q 3 �: ; i3 atuk �.;K6,�. Via'' zo- _ � ,.._vim= sem.. amsr' �� acs. cra.t� i - - w c> BC Oi% 5 Psi` C.�-E1� «siaroac �eEsat i`,S>K. , a a Ana; tem axis �rmu_ eE uRs+stts stmac c _ ss�r rtr �m sates xc £x s a.m �cs,E •izns v Y At, "fl .P {Q_L3_ /d. .�'t"s+oea.K.i:�..T�,O°.►s3QeE.,�C4M T'e'a�sffi -Q 4W i - c :-sssar ,nr a�;ca vaost�n6 .� vtxs ciao o. �s:ve asPat c a„ GL}l�i _ r %iC _ PITCH lr L� tom' - ;.. Cf^isleulGrFif ;ETAf0-Mil.1ii.=MEW to G iMr sF�X ffi J.T cx i s -mss— v�eGt+sLauC .-,..zsewc :s�rszsxrsrxaia.�o rsao� SPACItdS 24- 0} .mE3. -276213 T141S' 014S. PREPARED FRU4 CGM ITER IWUT (LOADS, & DI�HSIJNS SUBMITTED 'REY TMSSS. MF_ R_ TOP C�iflH€i 2XS FIEF=L�RL�i �2 7 ,- TG X -LOG L -H 0.25 6-03 _:: ' SOT GHGRO 2X4 FIR LAFtC1i # HERS 2X4 FIR -LARCH STANDARD S£ X -LOC; L -R: 0_2S 6.45 7.7 C€�i�faE{d iiG' AL FRr,'sltiG TS -OT TIf PESPrNSIBILITR TY OF THE USS USE THIS BEST sg FG CSN HIP TRUSSES �'2d" Ci _C EXTEND TCP �GESTGr<;I. PLATE MAf ACT'�3AMNOR Tr SS. FABRICATOR- PERSONS C4, 080 TO 141? RAFTER AND SUPP0QT EVERY FOUR FEES' LATEAALL3�' � 'EAECTIN rRuSSES ARE CALt7IONEID TO SEEK A(!VICE BY LOCAL BRACE FLAT TOki C iD a�LT�i 2X4 �3 i3ft SETTER }��-F R @24' fl_C- PRtFESSIONAL EW -31 ER REGARDItz CONVENTIOMAL FRAMING.- 1�CTH 2--160 NAILS AND 2X4 DIAGO14AL BRACE PER 84fT 75 FIGURE 648) v suPPORT fiIP RAFTER WITH CRIPPLE EVERY 7W0 TF�iS[ES.-(68 ). t� 44 RIP DES113314ED To UPPeAT 7-05-04 JACKS WITH M WEBS, o SINGLE- CUT WEB 1-2 E!3'JS; tt 3 t3 _ ACCCROAWI-E WITHCONNEC W PLATES MUST BE _"fi� LEtTb t� RcC3 AREwt,4TS 6F Z.c.-e a. gESERPCR SEPORT 02949. Contractor, Warning: Thi s truss is' ces fined to bear and/or support A. ALL PLAIES ASE zfl BE r=fJTERcLi ON THE JOINT, LEFT TO RIG}iT AND adattl.n�t.Ol ioadS at 5Pe.ciflc oCa't_t�rzs- r . f(7F 7Q Q3TTCt EXrf-p-r *P ri L[�ATEO BY CIRCLE OR t3CM!ZN_)I�3. Part:, rc*jlar -are is advised dt"'ing instaiia"lt3ii SEr T?axT O F 'PLATE LOCATIONS £� ! tYPICAL INT to ensupe that Lf truss is ar•ec.te�i rnt�ea 1 . MuNMECTUR PL -' TE3 QE~ ;:'!:DLII FOR GREEN L t.vaER PER NUS TCP Cwsa =LL 1k -: ,L TeR.+,LLY BRACE-' KITH .P'ROPESi_Y COMECTEC T l $ . 2.8 . PURL PIS ':SPACED At A MAXIMUM OF 24` £1.0 _ Note: ZY.4 03 r erritr' or meter cootf— ons lateral batt A bract f® O.L. W'x.. z�ufied_ Attach -v!2-16duaLls. Drac' x is not required r3a ri V_ CIA -Ting is attacb eed directly -to bctt1= c -_:0a- Brac ng ssateriW to be supplIed and attache!l ar both tmn*s� to a, suitable Support by err,-.1zio-o. contractor- 2.'5X4 ontractor t 2 ,'5X4 i 4.00' r i 2 -SX -�4 � p Elm -4}-'SER 2 St7'P019TS - =� s.tu 3 TYP_-ALPI?4E , SF_GK-- '70319 FZ�1ISH A �Y OF THIS DESIGN TO EPECTION 'C�nUA TCR 'HE�t 35_2.5 SCALE ,a9aEtx�� PODMXTs. ner DES16.0 CRIT: UBC 87 —5. 8�� -.ASSES s£c�t» �Z[itme z� i 7 co z= a c= zi c=% �E RPi#�T �i�,1T 3C'�E s+�, T s Scssr� fan � AR I W, n%ffAn _ t�rM eras Q t= cs a�r[uc rma z seezt�+u:znts ae -acr QtYYAsiCY tt 'ars m : ,s» f3 TC Lt s� . PT �`J'i C 1/1 L-5 >=i" tila5 Cc5i'CII L.s' .'ie! FAYF.'S: 70'8U7lfT RAE Tf:�S I� tOfi. "L.l3�ifi1R: Y0 'EtliSr+tf+li. �% - - E z= t� o t✓ �cTa trC-01:E7zr S%ox o assn' as m x�trr tzraEt7ssa :tom mstga Fmxffitrta++r SYR vsau iG - PSS �T �f50i� r C= t jY c a� A 0...c0A=om*n Tara. zD ca aaa3f3i sin taks� rs ss�asa+r. i a SC I#. . 0 PSF /j q 580%x{.. i'*iT'.#.;"JIMM)RS OF If3w Aida' A. %thrift TCF C=0 Ssw.t eE f.a*XWIy GZACED CA �.ffl.M Al £K4 'aml 160" . twAIE A5 ;INIP4 PRS iQ Pf ,&"jcN vww v`YAWvmr. - Tz3T_LD. 3..i .0. i�SF 51ALS�t- £�-(3-(� t it "A". MMUSAX a' F0•I>� iA -ns 08ai9E w� 60rrc" � Uri" 'MUD 07TU R OR. WHOM I= 3r.+.as+sc� M WMMAME :�tScrS CW As sPECUFTu t ams. G* SGT +P;F-� DEr.P«G, .1.25 P1T£H . {y 'tl-ili £HLr i£it�lA17 tCWA"z tjC" CSa uc wTpr yx-.n. _ _ - TJF_i[ - _-. �- . O = ams — ryaeiDexL Slat ttztsutzsx� F6i - Wl CMV; ArTXCX - �C'SYi.if'JC_ T' _ E`= t= r=,) aarss;�z� ci+.si7t+eE -�- �.�..�,..- a THFS p_wGG. PAPED FPQR CaWkJTER I:PBT (LOQ D1,1, KSTONS) SXJ$MTTTED eY TWSS, ft T+3P am ax EZ � CH �" -:= z°i �C-€.GC .L-R` 0.29 7-'6-13.50I3.S0 19.9A 22,71 ea�C U_-a, 2X4 FIR-LARCH =:'> i E 3� 4 FIFr 'SIAM Rf�' BC X-L K! L-,Pt 0.23 S.27 17<73 22.71 4c tir P( :TES 'i T 2E !NS'TALLEil :_ti ACCGR€iA� E -HITH S114GLE CUT WEB i TG : 2 `ENM 6 � PESEAPr-H rrEPORT 02949. p'J} s£irrog CHORD CHECKED FOR 10 �F LTTE LOAD. A�LL EEETE€U DQE TSE .SOII+tT. LEFT M P.FCFT m T� l W T t3 , EX —_PT WriRt COCATED BY CIRCLE L� Dff;a-5_ON. top C SMALL' BE LATERMLLYBRAC 3�ITr PHCFEPLY CONNECTED � SEE i3P � Igt `_ r' &�T i tiC,'�Tit LS L4If fYPICA; �1i3�€TS_ :'fiLi Sig Cv�i T XiT li�3 OFF 2 Ci_C, p O HGTE . 2X4f HEt -Fw€ - o SETTEE r�1 ZR LkaEP $OTT0�t CCS {EETB+" Ff ATCs C 3iS iEu FOR EEt#! UMBER PEP FIDS 0 LI_7'2` M. AX- 9"", REQUIPEtr_ kTTACH WITH TABLE 8_18, � BRAC�ii-.G IS NOT SEQU 0TE A fi'[Gl 7 CEILING u IS f rZ ti�EfT € TRECTLY• TO $GTTL �F:flPCr'_ 8 %ZhFG ?ia`�TEr i�"t cu rr 1cE 5L:tEg AM!a ATTAC Eg AT eUTN ENDS T{3 A SUITABF E Sf' P ` 9-, SY EPFCi EGtt CONTRALTO€ -- r: SX 4 _ 5X-4 3X4 ` - 4_ z _ 3)L �, s -_ 13-6-f-5`-0 —21-6-0 OVER e SOPPOWES Fi F i P L3. T��- igT EMI-" 70338 FURNISH � COPY CST P_ DESIGN'TO 'FNECTICN SRACTi�I REV 15- 2.5 S ALE fl . 2-.�t:.� . ALE p .KDt+E 3 Via. DC LtEft�};..H[OBi%tsaL�- UB,.'__" R427"-58+,9t3. T=r#3f }�iP T1 t'IT ' _04CL O � ME AIMING ru +s.e�t,s, _ �- .L ,Z _ ,c c:-o.sme asst rs4rc©s ax L•r s zss?M TC LL PSP DATE, 01/15/90 QS•lil4f FRS+t` ' 5CR0 R£ MUM Of Loacaff if AUC fec. a[LOF*— :sa r +mac ssss ae marc mw TG ML i0_0 r',�F its G3ts`v.2i 9a41ki s.,�scrsgu FTa. as sae tut? �'"� a[t�nn� =w +IT;= v SG UL 5. B P C1 i sevc r c�+asxac [ CACM sr r ,ann: A twA- , rme r�aEx r airAo*o �msts ss�Twa� € 6T_LD_ 31.0 PSF O/AL ►.t�- TF � ef;Msc.XrD;=.sE i-40=0 s OM4MTSF IT-uar cs�a vsr.� ;e s u s ate. Vic. x.�o�as 3 sas ssPe sssl F ssc*n•**+ aF xs- .t vt cr=stCC war 4mn.:s --un � P",�[ �� .FcT_�� PITCH c ..rsc —, x x.rE �sstn �s rarraut rsrna�n - - ��,a s � TYPE COHN—Z f, `, r 27G31 HIS DW6 _ PP.EPARED FFA THIS rOP CHORD 2XE FIR:-LARCH 712 BDI [:HM0 2XG WEBS 2X4 FIR-t_ARCH :2 FIn-L.AA H STAPOASO r .�JNN-m.C19JR PLACES MJST BE INSTALLED IN AiCCOPOANCE ??TTH RESFARCH REPGR'F #2gdS. FEGUIREHEFIT, flF S.{ .B.%. ALL PLATES ARE TD BE CENTERED DINTHEJOINT. LEFT TO RMH ANO t,`PEN L.00ATEU £!Y CIRCLE OR 91MEHSIO , TOP TO BOTTOM, SEE GRA14ING 130 EXCEPT' iFOR ,,PLATE L,GCATIONS ON TYPICAL JOINTS CCih!"tCC�t' P4_t1TE5OESIGNEla F n f EEN tU" 43ER FEF; t�[3 ThgL E 8 IR, 1 PUT -ER 'IPd€'UT (LOADS &,DIMENSIONS) SUFHITTEQ BY T;AUSS W. R., IC- X- _to . 'L -R, 0-29 7.17 31 BC K -L C -L-R: O.29 7-17 tts SINGLE CUT WES f-2 ENDS --I (U) Etn-TTOM CHORD CHECKED FOR =a .PcF LIVE LOAD. TOP CHC -R! SHALL BE LATERAL Cy S#1AaEID WITH Pr` 0PER._Y' l'La:kNFCTE9 PURLiMS SPACED AT R MAXIt 64 Or 24' O,C_ 4 ; NOTE• 2).4 #3 MM -FIR OR '88TTER C0NT tM-=-- LATERAL Elias_ 80 T TCC CHORD BRACING @ 72- MAX. G.c, R EGAUTRED. ATTACH VITH 2-160 NILS. £'e1-ACItia IS?)T REWIRED IF A RE -M CE ILF31v IS ATTACHED C+I REC TL.Y TO HUT T GN CHORD, SH ACING MATERIAL -rrc nc canal 'rCn skin -LTT:Ar Wl=;l AT rZnT-A 4.vnc, M A �q§ITTAR�:-C , Fs TKS 13 =---. .dARE�3 FFCW CL UTER IW- QT LOAL}S i�I# Et�'SICi�`.'S SUBMITTED BY TRUSS F .F?_ TOPF CHOR€3 2xb F IP--LARC'R I TC X-LOC L-R:: 0.29 5.53 V3_83 i6_17 21-4-17 22.71 SziT C`fi lP,ti 2f t=IA-f.AP.rN 41 €E$a <X R'-LARCH STANGARG BE X-LOC L-P: 0.29 6.10 10-83 1E_1: 20.90 22.71 � KVERF-taIAL. FAA?4114 IS t4OT IFE RES.47GNS_6_1L1T Y' OF T f c TRUSS FOSE Tfj.IS € ESIGN FOR COMMUN HIR TRtTSES, @24' O'_ C . EXTEND TOP x .)E51GNER, PLATE KA€ UFACJUPER, NOR TFLr--_S :EASRTCATOR, PERSONS. CHORD TO HIP RAFTER -NO SUPPORT EVERY F7OUR FEET. LATEFL4LCY ru + CTZt TR rSES �i;E t;`ALFT1�'-ED TO SCEP' AUV'SCE Oy LOCAL GRACE FLAT TOP CHOP WITH 2X-0 #3 tisk BETTER k`EN-FIR 92dr 0.€-'. �. Fze"IOFES.SIONAL EfiG ER REGARVIVC E04VENT10 �i:L FRAMING. WI'14 Z-i513` HAILS AND Cad DIAGONAL BR..CF PEA SWT-�76 FIC41RE rs ($) �- t S'.)PPORT HIP RAi TEFF WIT'ri CRIPPLE EVERY fWO IRUSSES i6EI 1, _ #'s: 141p CESl. i`1EU 1:� SLIRr�c n-31-04 ACt<S �£Z7°4 NO %t:e- � SINGL-E Cti T iiER' 4-2 EN`.3` S. 'L 3. 5, 7. Q '.0 Ce tsF3ECTEIq. PL 4TES: T BE I `1S rAL.LEG 4 ACCOROANCE ;' %Tf w- E00PIREVEKtS, OF I.C.B . RES=Ag': € Jq_PPSRT 0294E i_-dER !/A' SET REDSF'AN BETWEEN EEAR1W. S. � o fty ALL Ems- Ar $E frtTlcF#E Y7' 3t�E ,31i :� L ' T T #�iu?i -tli t�1X4 f3 riEf4-FIR OR GETTER G r74�is�ft3t1US=�a:TEFf�t BR1CI'iG' T� g X SOTT0.�4; E?�£EPT WHEN ff�f T t' $Y Clwzu OR Jlvx_N-Sru i 8E EOUALL': SPACED- ATTACH *ATT-14 ".21 O€l NAILS. BRACING cE fl€A. G=1�`�` IRF'i_.STE f_L TICOZ ON TYPICAL �O �f�S. i07tERIAL TO B+E, SUPYLIEO ANG ATTACHED ST BOTH v�S TOA SUITABLE . SIJPr'M F`&-f ERECTION =-ON RACTOR. -ALE- G£ TT€14 CPHORD. SPLICES Oc.-:(1RRI1qC SE,TWEEt1 PoiE1_ PaumS APE TIT BE LOCkfEO AT APPRO; THATsEL1C Contractors Warnirg: 1F OF PAWL ;_Eq0TH FFi#?Ft PmNEi., 1Kr fRITHIN 12') AND This truss is designed to gear and/c.-S�Jppo mr C11FT 1�'t PA;T1ELS nEXT, TO A PA1'EL Pi1THT SPLICE . additional laacs at specific l'oca t ions . _ Particular care is advised dur-ing insta L lat ion: 2TI'43 �-fIr a-, better c=ti=,-= Iatera3 iaEt curd bracl.ng to snsurs titrlt th�v tris AS reci act properly 3T 4 requ sed_ Attar'_ x!2-l6d nails_ rracioT is not required if a i"qid<<ce33'£tx Is' atbacb rI %recti . to bcttom c u--rd. 8r: mater: s - sl#ed auk = tt c2 a both, ends'; 'ta a sctrable support ne ;slates-aesloed for gni I r per Table. 8. Tj tead' 4 s s`f latesm3ly' _*waCe+a vitbf Properly t2�f E=c a: or 2e O'-C. (8#Kock, saw 7 r• F � °00 s Y I 3X 10 { �X� � I l2 - yrs. Ax ,. TF .sem _ X 6 Y T_yP__ #=>N Q � 3T FURNISH d i Y' rX= IsnS `�5I5Pt iiF EfiEOTIt�t (�.G?tR _ BEY 15.2-5 SCdLE_ =. t}.2atlGt s,. fwvamacm :tsC '07 � EssY eK 4rFr ' t6 7,n h�{7� n c'�; a T AD€ se 0 r� .fit%ids ix r,�stutz Iral UC � AX .IF'tlfA UW AM cIW �e5T+76 �+�rrye�axr'iCk1T �ttf2�'ut i TJj d= M4EWA 4Y Nt1,'� LL -. i ` .f �I �tJto sr x xrsir, -u� C E ` rn€ Z7 W 01so J2CF„.ems � mac.'”' ' c Oarc rssw +is. Cm d Ssr % fig r � c vm aao� za ca ' a ii. ° 8C %3}.� CA- c r "' Et5wiltiu1Amti?t MOCKS iare916m*.'33ss•3t? rtG. 31.0 / LE i. 3--0-0 ud,T7Ld47J 4€#t 3tfL' iKk t ' ' �,� � ",RR;iX#' -wit LxlCE P"n0m a� # sS ��CD!-"ifit �` C3E:a7�+f ffi?7StF' i3Ls YAi`� - - fl i +ALFr F t 'luSldO�i 'gd sTs'fY EA '£3�• % D q �` 2 - .A- �.�...� �op�'..�a��enr.�c� �•��-�s��cersruizrar€���ss�:as� 5�1`�A�G �'�i�y jYP_' .h