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HomeMy WebLinkAbout039-370-075`L �. 39-37=75 KOG)✓'R GRANT 177.E Dayton Rd, Chico Contr: Robert Wagner Const II 43 Q Permit#2883-83P(insta ll solar wtr htr/SF 39-37-75 NEW OWNER: CLYDE HOWARD e� o Permit :#1519-88B �b HOWARD,+ Dr. C. 511-70B (reroof/SF) (e IM p 39-37-75 {—j' - - \Cont: Jessee Sheet Metal�oZ 8 I" e s Chico -Butte Cit Rd. 250' so. of Stanley,. ermit #1Sri3=88B,P,E(replac HVA & Y water heater/SF) Chico CONTR: Sie ra Roof & Insulation, P.O. Box 252, ' (reroof) � �'2 - % D Chico' 039-370-075 02AG-21 DAVIS, KEN 1775 DAYTO R ., c - 0 AG EXE T 39-37-75 PETER DOWNING / 1775 Dayton Rd, Chi (_0: Permit#2015-89P,E(uti MH) day care ce D. ELEC .,40d,q leD 17 GAS / '1 - �c30 SUPPORT STRUCTURE REQ.�- COMPACTION TEST REQ . C/i1.n '� /,3 39-37 75 ContR:J m Fields 10Erm4-t1 -0256--89MT,I------ " ••. IssueD 3q"-37-75 ermit#2103-8 B(ramps'& deck &'ramps) day care center 39-37-75 92-2044 BPE DOWNING, Pete & ann—e — 1775 Dayton rD, Chico contr: Perfection Pools swimming pool' _ 039-370-075' 92-2343E DOWNING, Pete & Mariam 1775 Dayton Rd, Chico contr: Perfection Poo Q spa elec 1 3 1 9-370-075 .02-1937 kVIS, KEN 75 DAYTON RD., CHICO 3-7C ._ 03-3681 COMCAST COMM, 'SEE ATTACHED, CHICO - _Cont: WESTCOAST,COMM PLACr_,CATV POWER SUPP � nom. Incl a • a •o Bk 5-zg0S I/ -r. 8}? n 71 12 NOTES � RESIDENTIAL 039-370-075 . 02-1937 DAVIS, KEN 1775 DAYTON RD., CHICO DETACHED GARAGE 'EXPIRED UNABLE TO FINAL ' 1 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature __ • 3� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 �. PERMIT NO, (i�ev.1'� 2/ APPLICATION AND PERMIT '� ��` ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNER MVTS. tea TELEPKONE SO. FT. OCC. BUILDING VALUATION 2400 ti 43.200.00OWNER'S MAILING ADDRESS r, 17A Rn M (^A 05Q Rn-,CUM, 10 OONrRACTOR'6 NAME ._ . - - , w - TELEPHONE CONrRAOTOR'S MOILING ADDRESS CONSTRUCTION LANDER FRreplace LENDER'S MAILING ADDRESS Total Valuation $ 4 j i -L UU . 00 ARCHITECT OR ENGINEER LICENSE N0. i'iling Fee $ 20.00 Permit Fee s375,50 ARCKTECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $244.00 BUILOINGAODRESS 1 5 a r'tt Energy Plan Checking Fee $ $ PERMIT FEE $639,50 LOT NO. SUBONIStONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Tra 7.00 USEOFSTRUCTURE SF 0 Duplex ❑ Mobilehome ❑ Other SPEC" 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 ❑ Ublides ❑ Installation ❑ Other I]> Describe Work: Ill+'#'!►f�71 If"1�� Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S ELECTRICAL PERMIT I Filing Feel 20.00 oLEN 23.00 Main Service soweoovoRRLEss 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. El I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ I am exempt under Sec. r Business and Professions Code for this reason -)( .� WORKERS' COMPENSATION DECLARATION Iereby affirm under penalty of perjury one of the following declarations: ❑ I have end 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. C3I 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.) • l 1,certify that in the performance of the work for which this permit is Issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Date f, QXNZgnatUre of Applicant' � Owner ❑ Contractor ❑ Agent An OSHA permit is requiretl for excavations over 50" deep and demolition or construction of structures over 3 stories in height. Main Service 4B.00 WEL NG CCUOWA NEW CONST. DWELLING OCCUP. SO OR ADDNs. r: ACC. mos. 3.50PT.'3 4 00 NON.RESID. MULTI-OUTLEITS T @7,50 a w"a AP=US . = otmET OR raTUREs EX, Oecu ani a o Ex. Occu . ouTiETSA_La J_E 5.00 Temporary Service 23,00 Mobile Home Facilities 20,00 Misc. Wiring 23.00 PERMIT FEE $104.00 MECHANICAL PERMIT Filing Fee 1 20,00 Heating Cooling Hood 8.50 Ventilation PERMIT FEi: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 743.50 HAz. c.�MP/ I D t� cod PM PD UE 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, ` J By , /Date PERMIT EXPIRES ON 000 Receipt No. �i (4 C7.5%!J / lK�I 7 . r WHITE•D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT V- OK 0 - Not OK • = No't'aable MOBILE HOMES • = Red Not Ready Date MOBILE HOME UTILITIES (Pians) OK except q'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; Localion-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card 8.1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except fr's 1, Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MHTesI-Demand-Valve-Conneclor 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Can. of Occupancy 12. Permanent Foundation Only; License Decal Date Card 8.1 Date Card B -i Date Card 8.1 Date Card B -i , MISCELLANEOUS" Date GEC S, COVEFJS, CARPORT AR (Plans) OK except N's ning Requirements-Setbacks•Easemonts b tj Poolings; Soils- Size. Depth-Spacing-Connectors•Steel 3. Decks; Girders and/or Joists•Decking•Bracing•Stalra•Rails 4. Wood Awn.; Posts-Boams-Rhrs.-Co Shthg.-Frg•BracIng/n/1ec o ,L4 j !�✓ 5. Alum. Awn.; Columns -Connections -Splice• Decal- Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.: Sills-Anchors-Sluds-Rhrs-Trusses 9. Siding; Nailing. Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Oatr ij/1)1 Card B•1 _�jv, / Date Card B-1 DDa e I Card B -t Date Card B-1 Date FINAL (Plans) OK except N'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•Lisled 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.: Grounding; Equip. w/5' Circulating Equip. -Pool Lghlg. 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 Applicable • = Not Ready RESIDENTIAL (S Date Underfloor (Plans) OK except U's 46. 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ r Fig. Depth Cling. Joist-Rftr. Ties-Purlin-Roff Brat.-Truss-Shting.-Ring. 3. Fig., Garage; Soils-Steel-Elec. Grnd.-/ r Fig. Depth 48. 4. Fig., Porches 8 Decks; Soils -Steel-/ r Ftg. Depth S. Slemwalls, Main; Steel-Blockouts-Wrapped Attic Access; Size 8 Romex Protection -Draft Slop -Ins. Baffles 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 6a. Hold Downs and Special Anchors 51. 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel Property Line Firewall & Openings 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 53. 10, UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 12. Electric Underground 55. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Siding -Nailing Veneer 15. Access & Ventilation 57. 16. Insulation 58. Date Card 8.1 Date Card 8.1 Date Card B-1 Date Card 0-1 Date PLUMBING (Permit) OK except u's 17. Water Mr.; Vent-Access-Combuslion Air Baffle I nsu talion- Walls -Ceilings 18. Water Pipe; Test 8 Anchor -Nail Protection 62. 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Size 8 Anchors Date Date Card B-1 Date Card B -i Date Card 8-1 Date Card B-1 Date ELECTRICAL (Permit) OK except s's Ext. Steps -Door & Sidelight Proteclion-Landings 23. Fixture & Transformer Clearance -Ins. Protection 64. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes 8 No. of Conductors Stapled Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 26. Romex Installed Close to Edge of Studs 8 C.J. 66. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen 8 Conductor Size GFI G.F.I. 8 Bath Fixtures & Tub Access -Spa 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 68. 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral ❑ Yes ❑ No 31. Service -Riser Conductors & Ground Main Disconnect Stairs 8 Rails 32. Equip. Clearances Panels -Motors -Mach. Equip. 70. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Elec. Outlets at Wood Panel. Int. & Ext. Date Card B-1 Date Card B-1 Date Card 8.1 Date Card 8.1 Date MECHANICAL (Permit) OK except #'s 74. 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation A.C. Duct in Garage -Damper 37. Condensate Drain & Overflow, Size & Grade 76. Wtr. Mr.; Vents -Clearance -Comb. Air Connector-P.R.V. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except q's 40. Silts Proper Materials 8 Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops. Furred Ceilings -Stairs -Chasers -Tubs 45. Headers 9 Beams -Size 9 Bearing Ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brat.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size 8 Romex Protection -Draft Slop -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-Undernr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls: Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. I nsu talion- Walls -Ceilings 62. Infiltration -Walls -Windows Date Card 8-1 Date Card B -t Date Card B -t Date Card B-1 Date FINAL (Plans) OK except #'a 63. Ext. Steps -Door & Sidelight Proteclion-Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meeh. Protection 66. Bedroom Exiting 67. G.F.I. 8 Bath Fixtures & Tub Access -Spa 68. Efec. Trim 8 Subpanel, Breaker Sizes & Labels 69. Stairs 8 Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel. Int. & Ext. 72. Kit. Fixi. & 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. Mr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor -Mach. Protection 77. Plb., Elec. & Mach. 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 8 Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 82. Following Instld./Drive J Yes J No/Walks ] Yes J NolPlanfers J 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 i 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: APN: 039-370-075 S/S 1775 DAYTON RD 10 Q 1825 11-25 i VL 11.31 ff .................. . . .... . ...... .... . . ........... .......... . . .... BERRINGTON DR . ....... ..... - . ............ ....... . . .... .. . .. . . ........ ............. 176' 132 25 log x X,. 5,P: 721 1 10 9'' log log .409-.-.. 1091` 109 109, *1-109 109 Z, A, X f SP: 71 SP:70 ....:6 SP:69 SP; 68 SP7 SP:66SP:65SP:64SP:63"� f .................... ............. ...... Q9 SP: 73 NORTH ST. ........ . . .............. ........... Ch i ! 10 log 109 j, 109 ? - SP: 1 .1 j'SP-94 log if , log SP: 9 3 -SP: 116 SP- 79 ,P: 741' x log r' il 109- log 109 f, A 109-, 4 "'tP:921"! SP.: 115 SP -148 -iog 09 SP:80 109 log log SP 96 1 oc SP: 75 1 SP: 119., f x f f I SP:8.1, SP: 9 1,, 114 log $P: 76 SLM y 75Q? i J X 8 94 WY x X 194' log C' 09 f 31, k SP: 77/ 1 9.� log f P: 9 7 log lQ9 0 I. SP: 1131 rosp: 120 SP: 82 9 SP: 1311 1 10 f SSP P:90.:' r 109 109 169 if X� .,S.P: 112 S; -P: 130 1' ---SP- 78 ff 1 1 Q9 puwz,�6is,;-o x a SP: 99 .-..l()9 CONSTRUCTION NOTE: log 109 Ci . CO Sp: 111 J, SP: 11 1 T. SP: 129 log ALL .500 CABLE .-100 log 1,09 Is Cx 500 ;SP: 1; 4 D f . , i I ir, sp: 128 80 r f SP: 110 if 2 1 �p W' 'I NA DS12 x 0 XIB Sp- r f P J 109 109 1.09 SP: 12 2, SP: 127 ir 109 SP: 109 f ."A 109 B SP :102^ f f 109 i, . 'IJ i .. . - v SP?l 26 r1o;v S -p: 108 log e : 109 J 109 j f SP: 121- ISP: 14, f SP: 2 1 PROJECT: SCALE: NONE d.rx-* . ..... PROPOSED CATV GATE: 6-23-03 .(Comcast communications APPROVED BY: P�_O' REGOLAL MM- 43W PELL DP. SAa"EWO. CA 95M POLE MOUNTED POWER SUPPLY CH02—P01 REVISION: 0 �, sr c -rooms 77SY)V^� a,gVne, p.00 tit 61 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT.NO. (Rev. 12/96) APPLICATION AND PERMIT 1037311 5<1 ASSESSSEE ATTACHED ZONING ZONING BUILDING PERMIT OWNER COMCAST COMMUNICATIONS TELEPHONE SO. FT. OCC. BUILDING VALUATION NG . OWNER4150 PELL DR SACRAMENTO CA 95838 CONTRA IJAME TELEPHONE 10-9471 CONTRACTORS MAIUNG ADDRESS 140 MFYF.R,(; LST CHIM CA 95998 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE N0. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ Plan Checking Fee $ euILDIN aEsA1TA= Jam, [�11 Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ 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 ❑ Other ❑ Describe Work: PLACE CATV POWER SUPPLIES Gas piping system 1 - 5 outlets 15.00 Building sewer ' 15.00 Mobile Home I S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 V OR LESS Main Service . OR LESS 81 23.00 184.00, 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. r651 / License Class Lic. No. I(e DECLARATION I hereby affirm under penalty of perjury that I am exempt from thg 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. 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' c raeQ penin on i surence car Carrier �rier and policy number are: k l C Policy Number PAWL 115kSSLI (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workeis' compensation laws of California, and agree that if I should become subject to the worker;' gompens ti provisions of section 3700 of the Labor Code, I shall. fo th om 1 ose provisions. X Date �� `Y -o3 G Signature Applicant - ❑ Owner 'Contractor ❑ Agent An OSHA permit is required for excavatio s over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A To I000A 46.00 NEW CONST. DWELLING OCCUP. SO ORw D s• ( a ACC. BLDs. 3.5¢FT: . NON-RalD. MULTI.OUTLET @7.50 POWER APPARATUS 8 SINGLE ourLET CIR @ "00 E. Occup. ��WNER-BUILDER Ex. Occup. oNED .a.) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 204.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 204.00 HAz. D FEES IMP I FLOOD COF PARCEL PO HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By�VK` Date J21Pib.1 PERMIT EXPIRES ON LO D fe Receipt No. WHITE-D.D.S.-B.D. CANARY-ASSES40R PINK•INSPECTOR GOLDENROD -APPLICANT I COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 N . (Rev.12/96) APPLICATION AND PERMIT ®dqj ,AT l ASSESSOR PARCEL NUMBER 039-.370-075 ZONING qP_1 BUILDING PERMIT OWNER DA IS TIM"mCAIETIM"" _ 3434211 SO. FT. OCC. BUILDING VALUATION 2400 U 43$200.00 .OWNERS MAILING DRESS CONTRACTOR'S NAME OWNR TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplac LENDER'S MAIUNG ADDRESS Tota al tion $ 200.00 ARCHITECT OR ENGINEER LICENSE NO. F'1 ng Fee $ 20.00 Permit Fee s375,50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plo4 Checki ' Fee $244.00 BUILDING ADDRESS 177S DAVID nergy Pan Checking Fee $ $ PERMIT FEE $639.50 LOTNO. SUBDIVISIONS NAME PARCEL PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF PQ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WO New 11 Addition ❑ Remodel 11ities ❑ Instal ❑ Other Describe Work: Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service noon oa LE:: 23.00 L ENSE CONTRACTOR'S DECLARATION I hereby affirm under nal of per' ry that I am licensed under provisions of Chapter 9 (commencing with Se ti n 700 of Division 3 of the Business and Professions Code, and my license is in full rce d effect.PSIN 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 pr 'ect. ❑ 1 am exempt un Sec. Business and Professions Code for this reason WORKERS' CO PENSATION DECLARATION I reby 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. C,I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 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 of employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth h com y ith those provisions. �`rindicated re of Applican Owner ❑ Contractor ❑ Ag nt kAnHA permit is require or excavations over 60" deep and demolition or con structionQ of structures over 3 stories in heigh Main Service zooA To ,000A 46.00 NEW CONST. DWEWNG OCCUP. SO /� OR ADDNS. ( 8 ACC. BIDS. 3.50FT. 4.00 Np RO,..T MULTI. OUTLET @7,50 & OLOWER E 0 '. CIR. APPARATUS 20 @ 1.00 Ex. Occup. OUTLET OR FIXTURES SAL @ .50 Ex. Occup. oFucuT Aa oRR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $104.00 MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 43.50 HAZ. p. FE En. (iR I w-< PD U This permit is hereby issued under of the Butte County Code and/or above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. a .c1 Z I ibate Receipt No. �D �O� �. WHITE-D.D.S.-B.D. CANARY -A SESSOR PINK -INSPECTOR GOLDENROD -APPLICANT �.;,tg5., i��a�y�F�i�1$"f`'�'�`7Y1"lY�P;tW"�'i.�+r • .-r^.�:ry+ti'�'j�yi�/f'K.'ri'}�"`F11�",ai+6.�niartv.'��'ari'�'":'`ry'"-F�""��;:r$�,«y�S ;+"•'dy COUNTY OF BUTTE -DEPARTMENT OF DIF L'"OPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER / -.3 7 " 75 Proposed Building Use: 0, c aLa Counter Technician: Date: �� O Items "required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedAy the preparer of the plans. t ,jp�2. Complete plans, 3 or 4 sets, signed by the p' reparer of the plans. ' ❑ 3. Engineered plans, 3 for 4 sets, with wet signature on plans AND 2 sets of stamped a signe alculations. ❑ 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) ar, iage line in o ation, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation pla t calc ions in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped ans wetz i ng_ed _x the,�ii ig neer. , Items required for initial plan review. If checked itemsave not e` i exed and returned to the plan review line-up when re ired ite 8. Food Elevation Certificate',' wet -stamped igned, in uplicate. Plot plan and business license appro from t e City of Biggs..... ❑ 10. Letter of intent for non-residential b ing/Ub ............. 11 Detached Accessory Buil in Form fill the owner received, plan review cannot proceed. rye received. Date Received ............................. ..................................... . ❑ 12. Hazardous Material Form.g........... ... ..... y .................................................... ❑ 13. Other a. The permit will be Re ainmg it s needed to issue t e permit. (May require additional plan review upon receipt of the followinj items.) I Fees ass wn on the attached Schedule of Fees Due Sheet ....................................... %-1- ❑ 1 Statement Inte t for �°n-heated and A/C Buildings ........................................ * . Sanitation an lot ppfi approval from the Environmental Health Department in ❑ 17. City of Chi• lu bing permit ................................ ............... :.......................... ❑ 18. California coDep ment of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: t..� T �., (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage .................. ........... 4 ❑ 21.4ricroachment 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: - f When issued Telephone 3 "' 011 and hold for pickup. I have been informed of the above items and requirements4or obtaining'a building permit. e. l.* l\y\ 2W / Applicant:a��-y 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required -Contractor, designer, owner, was advised cf the above data by ❑ - phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ co ter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approved by: Dite: Note transfer by: - Date: . OZ Yellow: Buildine Division +. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION y 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538.754b� PERMIT N -. (Rev. 1'2/96) APPLICATION AND PERMIT `7 ASSESSOR PARCfl NUMBER � r zoC J BUILDING PERMIT OWNE)Uig TEo �a SO. FTM. OCC. BUILDING VALUATION cme OWNER'S M OWNER'S ADo S Zs -9 a14 Cl CONTRACTOR'S NAME TELEPHONE CONTRACTORS MARINO ADDRESS ' CONSTRUCTION LENDER LENDER'S MAILING ADDRESS ` Fireplace Total Valuation S ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 2 0.0 C ARCHITECT OR ENGINEER'S MAIUNO ADDRESS BUILDING ADDRESS _ 7 Permit Fee $ 3 7 S 5 Plan CheckingFee Energy Plan Checking Fee $ I or $ S PERMIT FEE $ , LAT No. SUBONspNS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE Se Duplex ❑ Mobilehome ❑ Other BPEc�v h Trap 7.00 Solar or t um water heater 23.00 Water piping 15.00 Each gas water heater or 15.00 TYPE OF WORK New ❑ Addition ❑ mode! ❑ Utilities ❑ Install,' ❑ Other Describe Work: Gas piping system 1 - 5 outlets 15.00 Buildingsewer 15.00 Mobile Home I S I G W n@20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service a00V OR LESS 2o. OR LESS 23.00 �1F 64 j S/ 1 O 4-�J _ �� � N�.w1 �+ e1nQ Main Service 200A TO 1000A 46.00 NEW CONST: OR ADONS. ( DWELLING! ACC. BLOB. 3.5c T.. 0 G NEW CONST. MULTI -OUTLET NON•RESID. @7.50 POWER APPARATUS 8 SWGLE OLT , C'0. Ex. Occup. OUTLET OR FIXTURES ,20 ® "00 Ex. Occup. oLmEDAPPETS E�sIo.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 0 •00 MECHANICAL PERMIT Filing Fee 20.00 Heatin Cooling Hood 6.50 Ventilation PERMIT FEIE S Mobile Home Installation Fee $ Energy Inspection Fee I b «� CONST. TYPE TOTAL FEES '7 3 HAZ. I D. FEES IMP COF PARCEL PO I HDI ISSUE This permR is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date _ PERMIT EXPIRES ON W IDA 1.) 'l FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important; Read the instructions on pages 1 - 7. SECTION A -.PROPERTY OWNER INFORMATION k€);,4 z�* s BUILDING STREET ADDRESS (Including Apt. Unit, 177 _S PA y 7-o CITY 0-114 / 0 'N 3"'f ` 3'7,-- A cr_ is 51-50 i'-- Acciss1-50 LATTTUDEILONGITUDE (OPTIONAL) ( 0 - #Ir -##.#t!• or ##,001 ) No.) OR P.O.' ROUTE AND BOX NO. etc. use HORIZONTAL DATUM: )� NAO 1927 u NAD 1983 STATE(„',, • etc) ,.,,�� section it necessary.) . O.M.B..No: 3067-0077 Expires July 31, 2002 Eaclasp�C.ianpacyUsez•::-_:- ;: ZIP CODE SOURCE: GPS (Type): USGS Quad Map L_i Other. ' SECTION 3 - FLOOD INSURANCE RATE MAP (FIRM INFORMAtiON�_' 81. NFIP COMMUNITY NAME & COMMUNITY NUMBER 82- C94NTY NAME 83. STATE. ©loc>a 7C 5>f .T1 t/ 77'itf- CA B4. MAP AND PANEL. M. SUFFM B8. FIRM INDEX _ B7. FIRM PANEL B8. ROOD 89. BASE FLOOD ELEVATION(S) NUMBER ' 6 SED DATE N S) (Zone AO, use depth of fkx dpng) Qf7 5.• 810. Indkm to thesource of the Base Flood. ©enation (BFE) data or base flood` depth. entered in B9. �( FIS. Prnfiie FIRM . U Comm • Determined j Other (Describe): B11. Indicate the elevation datum' used. for the BFE in B9: ` VO 1929��- �-.1 NAVD 191317 u Other (Describe): B12. Is the bu ddIng.locabed. in a Coastal Barrier R System (CBRS) area or Otherwise Protected Area (OPA)? (_j Yes j No CDilm kmigna�lon-. SECTION: C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based ors jXConstrucdion Drawings' _JBuilding Under Construction* L__f Finished Construction. 'A new Eieradan Certificate:will: be required when mon of the building is complete. C2 BuildingDiagram Nuumber(Select the building diagram most similar to the building, for which this certificate is being completed - see- pages eepages 6' and T. If no diagram accurately represents the building, provide a slafth or, photograph.) (a ©evaddons--Zones AT -A30, AF_ AH, A (with BFE). VF_ V1430, V (with SFE). AR, ARIA, ARIAF- AR/A1-A30, AKAR, AR/AO Complete Items C3a-+ below according to the building diagram specified in Item -C2_ State the datum used. If the datum is different from the datum. used for the BFE in Section B, convert the datum to that used for the BFE Show field measurements and datum conversion calculation. llse-the space provided orthe Comments area.of Section D or Section G. as appropriate, to document the datum conversion. Dattun ConversionlCommentq E+eeden refs _ m--* used ESM�f Does the o mayk used ap . an the s.L( No f� a):ToQ.of bottom tloorpndudfasert endasuue) �; " t ft(m) f 0. b) Top of next ttrc�her floor /VA, _ fL(m) D c) Bottom of lowesthorizontai structural member (V zones only) _ ft(m)c `k.� J\� BgC',S, Q d) Attached gavage (tap of slab) N,4' _ ft(my'V Exp. Q. e) L.owestelevation at madtinery andlar equipment . ' � co N 16 (� 6 � 6 =' savicirlgthe building HAI R(m) 5. `� 3 � m Q fl Lowestadjaoent Wade OG) �- Etft(m) ;: a. a g), I ►igtieetadjacerltgrade (HAG) 2 ft(m) a. h) No- at pernl wst openings (flood vents) within t ft above: adjacent grade. C.) Talai area.af aR: penrmnwt oper*W (flood.verb) m C3h sq: in- (sq. an) q%• Q�• SECIION: Q -SURVEYOR, ENGWEER OR AlRC*grE r litis certlficatlorrls b: be.sigrted and.seeJed by a.land suaveyar engirseer, oc arrhitea aWtuftwd by law Us.certlfy eleva�ton ir><omratlon. I cut* tfra dW irlAarrrrarxw in Sectiarr A B. and C art tfris cerdiffiate reps ws my best elf brut to kOrpret the dale available. I w;dwsMnd that airy fab& maybe pun:Maba by fine or inWnsoninw t under 18 U.S Code. Secular 1001. CER I IFEtrS NAME BACW->M A k LICENSE NUMBER PGC 603 -11M= • . .: p. (r� - COMPIWY-NA '-aA E -i'(' 1 A hj 0 A 55D 0, ADDREss. /.'34-y'7 642Na2 IANom= C1TYt^_'fjiC0 C 23P CODE - s1GNATURE DATE; TELEPHONE '550-3y?, "W94 Fwd Frsvvn.AT��'1" 4tI[, Qii CFF PFVFRP.F: CIr1F FnR (Ir" INI IATInN RF:M Ai -VC At.I PRF1/I" LC XnMCIPLQ IMPORTANT: In these spaces, copy the corresponding informadon from Section A. BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No.) OR P.O. ROUTE AND BOX NO. Poll wf mties': CITY 7 �� %� C�ic�C A /�/) ZC1PV/C/-0^/0 .'_?- .1!;lquiatteG SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company; and (3) building owner. COMMENTS' 1_I Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED). FOR ZONE AO and ZONE A (WITHOUT BFE) For Zone AO and Zane A (without BFE), complete. Items E1 through E3. If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR-F, Section C mus! he com,Netei E1. Building Diagram Number (Select the building diagram most similar to the building for which this certificate.is being completed — see. pages 6 and T. If no diagram accurately, represents:the building, provide a sketch or photograph.) E2 The top of the bottom floor (including; basement or enclosure) of the building is.. I = I_I R(m) I_I_Iin.(an) I_I above or I _I below (chedr one) the highest adjacent grade. E3. For Zone -AO only; 7 I no flood depth number is available,. is the top of the bottom floor elevated in accordancemith the communitys floodplain management ordinance? (_I Yes . I-1 No- 1 _1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION - The property owner orowners authorized representative who completes SecdonsA, B. and E.for Zone A (withouta FEMA -issued or communityr<issued. BFE) or Zone AO must sign here: PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS -I Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offlclal who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A.B, C (or E), and G'of this Elevation Certificate. Complete the applicable item(s) and sign below. 131.. LI The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer,: or architect who is authorized by state or local law to certify elevation information. (indicate ire source and date ofi uhe elevatlowdato in the Comments area below.) G21 _1 A community ofiicial.completed Section E for a buildinglocated in Zone A (without a. FEMA=issued or community -issued BFE) or Zone AO. G3. (_J The following information (Item G4 -GS) is provided for community floodplain management purposes , _ G4: PERMIT NUMBER G5. DATE PERMIT ISSUED I GB. DATE CERTIFICATE OF COMPLIANCEIOCCUPANCY ISSUED ' GT. Thfs pemuf has. been issued for. 1_1 New Construction 1 _I Substantlaf Improvement GB:. Elemdoh of i3s4x&lowesl floor (inchAing basement); ofthe building is: fL(m). Datum: G9: BFE,or (In Zone AO) depth of floodingatthe building: site is: _ ft(m) Datum: IMAM. 3 nwMC c • TrTLF . _ COMMUNITY NAME,TELEPHONE' ::.. SIGNATURE , '- DATE% COMMENTS 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 r residential use. Exception: Garages and Carports. Owner: Phone: Mailing Address Site Address: Assessor's Parcel Number: 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 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's 4. Will the public have access to this building? Yes ❑ No 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ NoU SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No 8. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 0 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No -Q CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ 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 C9 14. Will this building have a water heater? Yes ❑ NoS 15. What type of floor covering will the building have? ( e- 16. What type of scall covering will the building have? OVER 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing 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 Z ❑ Other — Use = Dexnbe type of Workshop 2. bust be approved by the Butte County Plarming Division. Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. 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 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: Please Print Owner's Signature: 2of2 Date: OWNER -BUILDER VERIFICATION Aaention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your sigoapQ+e. Please complete and return this information at your earliest opportunity to avoid I " P.R 0s1aty'delay in processing and issuing your building permit. No building permit will be issued unfit .tttis verification is received. personally plan to provide the major labor and materials for construction of the proposed property improvement: YWd NO 13 I HAV2tracted ' HAVE NOT C3 signed an application for a building permit for the proposed wak. �. I have cwith the followingn (firm) to provide the proposed Constttxdon: person . NAIME: ADDRESS: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to eoordinaft, supervise, and provide the major work:" NAS J E: PHONE: CITY: CONTRACTOR'S LICENSE NO. will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAti1E ADDRESS PHONE TYPE OF WORIC SIGNED: PROPERTYOWNER: 0914 DAT NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 o%*t California Health and Safety Code. This verification must be coMP19W ltd returned to our office before we are permitted to issue the permit OVER OWNER BUILDER INFORINIATION An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family. and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an emplover, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation coatnbutions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under Sate Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the strucn:re is intended for sale, property who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 10:0 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned. 4�Mg'ee'rCiVuiidiiZng , C.B.O. Inspection NOTE: 410 Owner -Builder information is required by Section 19830 of rhe Calijornla Health and Sajdy Coda OVER a� 7 Oa. Pfanmrnq MAR 2 Ile-- Stwe eypuss Aeaum -ew-mc mopwy /�vsiDe CyP�o�uE F&VdE. 'Kiwi M1 %eas6b MoBtI.F )461"E POR I;AYCAOF. 50ED DEVELOPMENT PLAN DATE / USE PERMIT VARIANCE_.. BY zzax. e&mr.�- RESIDE CE I -=:0 60eAa Environmental Health JUL 18 2.002 Ch1oo, cpm a W -A; > r W r,6 L 4 o39 ,g--o7S=000 TAY cAfEFpre lk lry r -O lt v� 111_371 Environmental Health J U L 1 8 2002 Chico, Califomia 'Ai N Ne r \J� o i v - 0 TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Artmicho.Tde d Roov Ron Al 'ped Sent to 8.0. �11487 Z:Z 75 76 -6 75 Owner Lo6tion AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well.'.)Z. Clearance for ___-Awe#inT. Other Z.A4 -, �e /"�� " 5-z"a X:� Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date 0 COUNTY OF BUTTE CLAIMANT: h� -n (- ) (ty1 ADDRESS: CITY & STATE: Oroville, Califomia GENERAL CLAIM P DATE OF CLAIM: IMPORTANT: SUBMIT CLAIM TO DEPARTMENT RECEIVING GOODS OR SERVICES SEE INSTRUCTIONS ON RFVFI?CF cln= DATE DESCRIPTION OF CLAIM (DESCRIBE FULLY TO AVOID DELAY) AMOUNT �k&k DECIDED NOr TO 3UIID. ( AP # 039. 370-0759 Df1ted .2-25-02, OWNER: [EN DAVIS. ) 3P # 02-21 ,G, 60.00 TOTAL AMOUNT PAID RETAIN REFUND PROCESSING FEE 25.00 TOTAL AMOUNT RETAIM 25.00 TOTAL AMOUNT TO BE REFUNDED 35.00 TOTAL 35. 00 I, the undersigned, declare under penalty of perjury that the services or articles claimed have stated. Dated this Q� Q day of a4ldcDat Calif. pe o ed or delivered, and that this claim is true and correct as Si na re Claima I, the undersigned, hereby certify that, to the best of my knowledge, the servi articles specified a ha been performed or delivered and that there is a Budget Appropriation [ ) or Specific Board Approval [ j (Check one) for the me. Dated this 31 St - day of _�, 20 02at OROVR T.F Cali . Depalment Head or Authorized Deputy Dept. Code 440-002 Exp. Code 4210500 for 35 - WAYABLJ FROM Dept. Code Exp. Code PAYABLE FROM Det Code Exp. Code PAYABLE FROM &NMUCnON PERMM FUND FUND FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S USE ONLY DEPT. & SUB. PROD. SUB. OBJ. CLAIM NO. INV. NO. INV. DATE ENCUMB. GROSS AMT. FOR BUILDING DIVISION USE: Receipt Information_: _.._...,.. .. _ u, , Date: �2 - 41 70 2 Issued To: I en DAU11S eo . _ Amount : $ /t Fees Reta�inn"ed: _ Processing -Fee..--�.-- Bldg Filing Fee $ Plbg Filing Fee .7. . _. E1 ec Fil ing--Fee. $ _Mach Filing Fee' • `O _-kiiergy. P/C Fee `r$ Plan Check Fee $ Inspection Fee Total Amount Retained S �� oa TOTAL REFUND DUE S 13 3 REFUND CLAIM APPLICATION CLAIMANT'S NAME MAILING ADDRESS 1 1 !- _JQL. 4 -TQ n e) (-,I C,h1� C \ ASSESSOR PARCEL # O 3n'i - ,��(� �% S PERMIT # - RECEIPT NUMBER(S) Request a. refund of fees paid on the above receipt.number(s) for the following reasons: 1 (Check those categories which you wish to have refunded. Building Permit Fees [ ] Sheriff Fees [ ] SRA Fee (CDP Fire Planning) [ ] Urban Area*Fees Disiposition of clans: [ ] Plans returned to me at counter. [ ] Please mail plans to me at abc [ ] Please dispose of plans. SIGNATURE DATE - &I Z- BUILDING DIVISION COUNTY OF BUTTE = DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO.� _ ZONING 1 �� 0 � O � J OWNER PHONE NO. lzy Q OWNER' DDRE,SS LOCATION BUIL 4 mw ING I USE OF BUILDING SIZE OF STRUCTURE X O = e� SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDIVG ROOF CO ERIN FLOOR TYPE G ESTIMATED COST OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: - r D ;Wt 1 FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from at mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. if any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the r quirements in effect at that time and before occupancy. � F\ Date � -A-.7 — �� Signature of Owner Permit Fee - $60.00 The above described AG Building is Receipt No. Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant a byilding permit. Date .v.-,.., p•; �. .,.vat ,. Yn�. ,_� •. ..• s,•..r'Nr-rG="i'i'4i{`'+"vY�v7h-�..,..Nl,.-,.,,.rr,,.., r+._-.^Ge,�F ...7•- �`e, sem. w:2'-ir>,r�..r :".. BUILDING DIVISION , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE — OROVILLE, CALIFORNIA 95965 — TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NO. 0;1 Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCELNO.ZONING O ..� 3-')0 Q'75' � OWNER PHONE NO. ✓( OWNER'9ADDRESS O4 n C 7 . -A) C jAg LOCATION BUIL ING-e USE OF BUILDING �. SIZE OF STRUCTURE 2 C> ' X O = – SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL -4_ CONCRETE OTHER (Specify) TYPE OF SIDI G ROOF CO ERIN FLOOR TYPE ESTIMATED COST OF CONSTRUCTION $ ih- y AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: - t D FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a imobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, acid 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the pur'posed,use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the r quirements in effect at that time"and before occupancy. Date �"` �02. Signature of Owner _. Permit Fee - $60.00 The above described AG Building is exempt'{om a building permit. Receipt r .F,LOOQa�} PAR , ��D'. ROOFt'NG ISSUE Manager Building Division By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod —Applicant Date %. _,,,�.,� .-...,.._....,,,ti.-rs�+�ri.,,_�,.i;'p,,.�1,•Y�P,.. ^.' `F,,,�a,,,,,.�,��._.-,......`...�'Y1::.;1,:`n*Ln.•...t`'/'w-S'�; BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT, OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE—.OROVILLE, CALIFORNIA 95965 — TELEPHONE:. (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT i PERMIT NO. r y Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. - I --3 10 ZONING . 0`7 s" OWNER PHONE NO. OWNER'S ADDRESS C k C `� L -, LOCATION /OF BUILDING .f USE OF BUILDING JW SIZE OF STRUCTURE .-, 0-'X SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL Y CONCRETE T— OTHER (Specify) TYPE OF SIDING ROOF COVERING FLOOR TYPE ESTIMATED/COST OF, CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: + t FRONT ASIDES d REAR�� AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a `mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. J�e Date` Signature of Owner�``� d J Permit Fee - $60.00 The above described AG Building is Receipt No. -i Manager Building Division . By White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant a building permit. Date lzm ` # BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE – OROVILLE, CALIFORNIA 95965 – TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT f PERMIT NO. Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCCEL— 3 ")a — 4 -7� '"'77 ZONING i I !� OWNER S PHONE NO. OWNER'S ADDRESS —] 4 • C `.. iii t _) CA t�5 L. ) LOCATION OF BUILDING � i USE OF BUILDING SIZE OF STRUCTURE �VSQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE_ OTHER (Specify) TYPE OF SIDING % ROOF COVERING -7 LOOR TYPE ESTIMATED COST'OF CONSTRUCTION AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: t - FRONT 10 SIDES REAR_>Q AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. t 1 declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. f J � - Date Signature of Owner �f Permit Fee - $60.00 The above described AG Bu Receipt No. Manager Building Division By White — DPW, Yellow —Assessor, Pink — B. I., Goldenrod —Applicant is exempt`from a building permit. Date ISSUE 4. COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMIENT SERVICES, BUILDING DIVISION 7 County Center Drive, oroville CA 95965 Phone: 916-538-7541 Ken Davis 1775 Dayton Road Chico, CA 95928 RE: A.P. # 039-370-075 With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations owner -Builder verification Fm DATE: March 7, 2002 Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road. Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. Documentation of 5o% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. _Copy of recorded 60' right of way to a public road Other: see attached Should you have any questions concerning the above, please contact Scot Johnson of this office. very t, MibiYael C. vieira, C.B.O. Mcv:ahb Man ger, guilding Inspection Your entire property is located in flood hazard zone A0, A building permit, a F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed architect or civil engineer, and a complete set of plans are required for any building constructed in flood zone A6, You are entitled to a refund of the fees collected for your proposed agricultural exempt building, and I apologize for any inconvenience this may have caused you. COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 / `P/ERMIT APPLICATION DATA SHEET -07.5-- Proposed OWNER: I/I L-� �( ASSESSOR PARCEL NUMBER V - O Proposed Building Use: Counter Technician: jell Date: Items required in order to apply or a permit. All boxes MUST be checked OR marked NA in order to apply. ❑ 1.. Plot plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. G 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. ❑ T. 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 ................................ ❑ 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.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... ❑ 15. Statement of Intent for Non -heated and A/C Buildings ............................................. ❑ 16. Sanitation and plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit........................................................................ ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel 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 of Signature authorization ........................... :........................................ ❑ 27. Recorded copy of Agricultural Acknowledgment Statement ..................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 3 ❑ Grant De dr❑y4tle/StateMent of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ n31. Other: C� 'tW When issued Telephone 3 Y 3 " Z / and hold for pickup. I have been info med of the above items and requirements for obtaining a building permit. Applicant: it� Date: 1. Index permit application for the above items numbered: 2. Additional items required Contractor, designer, owner, was advised of the above data by Contractor, designer, owner, was advised of the above data by Plans reviewed by: Date: Structural reviewed by: Date: Note transfer by: Date: Yellow: Building Division Plan Check Letter ❑ phone, ❑ mail, ❑ counter, by Date: ❑ phone, ❑ mail, ❑ counter, by Date: _ Plans approved by: Date:_ _Structural approved by: Date:_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES, BUILDING DIVISION 7 County Center Drive, Oroville CA 95965 Phone: 916-538-7541 RE: 31 — A. P. # With reference to the above subject: Attached is: Application for permit Building Plans Engineered Calculations Owner -Builder Verification Fm DATE: vo Z Mobilehome Utilities Installation Sheet Mobilehome Installation Information Sheet ,Typical Plan Sheet List of Codes Enforced We need the following information prior to permit processing and/or issuance: Permit application signed and completed where indicated with all copies returned. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans. Engineered plans and calcs, 3/4 sets, with wet signature on plans. Hazardous Material Form Energy Design Compliance and supporting documentation. Statement of Intent for Non -Heated and A/C Buildings. Engineered truss -details and layout in duplicate. Mobilehome data and manufacturer's installation instructions, 2 sets. Fees of $ , payable to Butte County Treasurer. Impact fees paid. California Department of Forestry plan approval/fees. F.E.M.A. National Flood Insurance Program Elevation Certificate prepared by a licensed land surveyor, architect or engineer. Sanitation and plot plan approval Health Department. City of Chico plumbing permit. Plot plan and business license approval from City of Biggs/Gridley. Planning approval for Land Development (a) Improvements (b) Drainage. Driveway permit (approval of construction required prior to occupancy). Contractor's license information (No. Name Style, Class) or exemption statement. Owner -Builder Verification Form. Recorded copy of Agricultural Acknowledgement Statement. Letter of signature authorization. Copy of recorded deed of parcel creation and 60' right of way to a public road.' Letter of intent on building use. Mobilehome utility clearance. Documentation of legal access. _ Documentation of 50% subdivision developed or (a) Road improvements completed and (b) Parcel meets zoning area and frontage requirements. Existing violations/expired permits resolved. Plan check list data and revisions. sets of plans in accordance with changes marked in red. Copy of recorded 60' right of way to a public road Other: .4W_ Should you have any questions concerning the above, please contact of this office. y oery t , C. Vieira, C.B.O. MCV:ahb uilding Inspection COUNTY OF BUTTE- 30* - DEPARTMENT OF PUBLIC WORKS 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 3 Z13 1 vxe- q.? — ? OWNER ' PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exiistat the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. VC 0 ir, J'j (Y' �vx!� (—q-) a VC T— OF ? X- a 1:3 V0 ez>Lad M' =17111MI! WIWI 4 SwcL — C/ Date inspector REV 11/91 i l 451 DE 4 Z Z-443 RSIPPNTIAL 39-37-75 Ck)T51Z�692-2044 BPE A'j DOWNING, Pete &Marian �' 5 1775 Dayton rD, Chico contr: Perfection Pools s f swimming pool., i .t� } F f l ryl` y X k JOB FINALE Signature J=OK ' O = Not OK =Not Applicable ' = Not Ready .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/0 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./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 _ Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve—Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/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 .4�1. MISCELLANEOUS " Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails, 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors 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 -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 1 Date Card B-1 Date Cad d- Date Card B-1 Date POO s) OK except #'s cks-Easements Compaction -Structure Stability 9e'Pool Structure; 8i®BLConnections-Thickness Dead Men-Linvg iec.; ece cles nd Lighting, istance Elec.; Pool Lighting; 15 volts 6. �lec.;Enclosures; Conduit Entries -Terminals -Listed s?'Elec.; Bondip6; Metal w/5' -Circulating Equip. -Heater Elec.; Ground4g; Equip. wVarculating [eip.-Poolghtg. _ Boxe nclosures-Panelboards-Ins. to Main in Conduit Ith Department Approval Plumb.; Cir. Test -Water Supply Test �qZ L�Gtir CIG �rUIGG ✓+1�QG Date',- Card B-1ffl,Date Card B-1 _G C Dateg-/O'91_ Card B-1 / &42�� Date Card B-1 J=OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) ' = Date UNDERFLOOR (Plans) OK except k's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Ring. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wra pped 23. Elec. Receptacles Spacing -Lights &,Switches at Doors ____ ____ 24. Size Boxes & No. of Conductors -Stapled ----------------- -- - ----------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ------------ ------------------------------------------------------------- 26. Equip. Ground made up w!Mech. Fastners-Bond Gas & Water ------------ -------------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor SizerGFI -------------------- - ------------------------------------ - ----------------------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size ga. Cu or At --------------- -------------------------------------------------------------------- 29. --------------------------------------------29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - - ----------- ------------- ------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect --------------------------------------- -------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. ---------------------------------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ---------------------- - ------------------ -- -- - - -- -- - ----- ----- -------------- - ---- - -- -- 33. Smoke Detector --------------------------------- -------------------------------------------- Date Card B-1 Date Card B-1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's 34. A.C. Ducts Insulation & Support ---------------------------------------------------------------------------- 35. ----------------- - ------------ - --- 35. Vent Fan: Exhaust above insulation ------- ---4------------------ 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -------------- Attic Access &Platform if Furnance in Attic ------------------------------ --- - ---- ------------------------------------ - ---- -- -------------------------------------------- ----- --------------------------------- Date Card B-1 Date Card B-1 ------------------------------ ------------------------------------------------ Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except fr's 39. Sils. Proper Material & Anchors - - ------- ------------------------------------------------------- --------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------------- - ------------------------------------------------------------ 41. Bearing Walls over Girders & Floor -Nailing ------- ---- ---------------- --- ---- 42. Draft Stop in Walls (rat proof) ----------- --------------------------------------------- ----------------------- -------------- 43.. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. - Property Line Firewall & Openings ----------------------- - 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits _ 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers -------------------- --- _ 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access- 57.- Glazing ccess57._Glazing Area -Glass Protection -Skylights- Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------ ------------------------------------ - Date Card B-1 Date Card B-1 ---------------------------- -- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector ------- ------------------------ 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ---------------------- - 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66.'Elec. Trim & Subpanel; Breaker Sizes & Labels ---- ------------- 67. Stags & Rails --------------------------------------- - 68. Fireplace or Stove; Clearances -Hearth ------ -------------------------------- - 69. Elec. Outlets at Wood Panel; Int. & Ext. -- ----- -- - - ------------------------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter ----------- ------------------------------- ----- 72. Garage Fire Door: Swing -Landing -Closer 73.-.A.C.-Duct in -Garage- Damper ----------------------------------- -- - 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75 Plb. Elec. & Mech_Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------- 7;. -Insulation -Foam -Looked in Attic ❑ Yes - - - --------------------- 78. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ---------------- ----- - ----- 81. Stucco: Brown -Finish 82.. A.C. Unit Disconnect Electrical, Plumbing .. - -- - -------------------------- 83. ---------- -------------83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings - - -- ------- -------------- 84. Water Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground --------------------------------- ---- - 86. Ventilation Throughout House - -- ------ .----•-------------- ---- -------------------------- 87. Glass Protection - .--------------------------------------------- 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged Gas -Electric -- 90. Water & Sewer Connected -C/O to Grade -HD Approval - 91. Energy Compliance Certificate -Other Certificates ------ ------------------------------------------- -- DCard-B-1 Date Card B-1 -- - ate --- --- -- - ------------------------------------- Date Card B-1 Date Card B-1 ----------------------------------------- -- Date Card B-1 Date Card B-1 Comments at Final: 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except fr's-• 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -N ail, Protection ' - ------------ 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ----- -------------- - -------------------- Shower Pan; Test. First Floor -Tub Access ----- - ---------------------------------------------------- -------------------------------------------------------------------------- Date ----------------------- Date --19. -_--- --- 20. Test Tub & Shower. Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Card B-1 Date Card -B-1 ------------------------ ----------------------- Card B-1 Date Card B-1' Date ELECTRICAL (Permit) OK except ft's 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights &,Switches at Doors ____ ____ 24. Size Boxes & No. of Conductors -Stapled ----------------- -- - ----------------------------------------------------------- 25. Romex Installed Close to Edge of Studs & C.J. ------------ ------------------------------------------------------------- 26. Equip. Ground made up w!Mech. Fastners-Bond Gas & Water ------------ -------------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor SizerGFI -------------------- - ------------------------------------ - ----------------------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size ga. Cu or At --------------- -------------------------------------------------------------------- 29. --------------------------------------------29. Range Circ. / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - - ----------- ------------- ------------------------- 30. Service -Riser Conductors & Ground -Main Disconnect --------------------------------------- -------------------------------- 31. Equip. Clearances Panels-Motors-Mech. Equip. ---------------------------------------------------------------------------------- 32. Clothes Closet Light -Shower Light -Spa Light ---------------------- - ------------------ -- -- - - -- -- - ----- ----- -------------- - ---- - -- -- 33. Smoke Detector --------------------------------- -------------------------------------------- Date Card B-1 Date Card B-1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except ft's 34. A.C. Ducts Insulation & Support ---------------------------------------------------------------------------- 35. ----------------- - ------------ - --- 35. Vent Fan: Exhaust above insulation ------- ---4------------------ 36. Condensate Drain & Overflow: Size & Grade 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet -------------- Attic Access &Platform if Furnance in Attic ------------------------------ --- - ---- ------------------------------------ - ---- -- -------------------------------------------- ----- --------------------------------- Date Card B-1 Date Card B-1 ------------------------------ ------------------------------------------------ Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except fr's 39. Sils. Proper Material & Anchors - - ------- ------------------------------------------------------- --------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------------------- - ------------------------------------------------------------ 41. Bearing Walls over Girders & Floor -Nailing ------- ---- ---------------- --- ---- 42. Draft Stop in Walls (rat proof) ----------- --------------------------------------------- ----------------------- -------------- 43.. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. - Property Line Firewall & Openings ----------------------- - 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits _ 53. _Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers -------------------- --- _ 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access- 57.- Glazing ccess57._Glazing Area -Glass Protection -Skylights- Plastic 58. Shear Walls: Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows ------------ ------------------------------------ - Date Card B-1 Date Card B-1 ---------------------------- -- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except ft's 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------- 62. Smoke Detector ------- ------------------------ 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection ---------------------- - 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66.'Elec. Trim & Subpanel; Breaker Sizes & Labels ---- ------------- 67. Stags & Rails --------------------------------------- - 68. Fireplace or Stove; Clearances -Hearth ------ -------------------------------- - 69. Elec. Outlets at Wood Panel; Int. & Ext. -- ----- -- - - ------------------------------- 70. Kit.Fixt. & Appliance: Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter ----------- ------------------------------- ----- 72. Garage Fire Door: Swing -Landing -Closer 73.-.A.C.-Duct in -Garage- Damper ----------------------------------- -- - 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 75 Plb. Elec. & Mech_Equip. Listed for Location 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------- 7;. -Insulation -Foam -Looked in Attic ❑ Yes - - - --------------------- 78. Guard Rails & Deck Construction -Post Caps 79. Fdn Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No ---------------- ----- - ----- 81. Stucco: Brown -Finish 82.. A.C. Unit Disconnect Electrical, Plumbing .. - -- - -------------------------- 83. ---------- -------------83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings - - -- ------- -------------- 84. Water Water Well: Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground --------------------------------- ---- - 86. Ventilation Throughout House - -- ------ .----•-------------- ---- -------------------------- 87. Glass Protection - .--------------------------------------------- 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged Gas -Electric -- 90. Water & Sewer Connected -C/O to Grade -HD Approval - 91. Energy Compliance Certificate -Other Certificates ------ ------------------------------------------- -- DCard-B-1 Date Card B-1 -- - ate --- --- -- - ------------------------------------- Date Card B-1 Date Card B-1 ----------------------------------------- -- Date Card B-1 Date Card B-1 Comments at Final: G _ COUNTY OF BUTTE - DEPARTV�NT OF PUBLIC WORKS 7 County Center Drive - Orovllle, Caltfornla95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. .2703e, ASSESSOR PARCEL NUMB R 039-370-075 ZONING SR -1 BUILDING PERMIT OWNER Do nin ete & Marianne TELEPHONE 894-5116 SO. FT. OCG`, BUILDING V A ION OWNER'S MAI LI G ADDRESS 1775 Da ton Rd. CHico 95926 CONTRACTOR' S NA ME Perfection Pools TELEPHONE 895-0437 CONTRACTOR'S MAILING ADDRESS 897 E. 20th . , Chico Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 15.00 1775 Dawtnn Rd-, Chirn Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK NewUl Addition [j Remodel❑ Utilities❑ Installation❑ Other® Describe work: Add Spa to Pool RE: B.P. #92-2044 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200V OR LSS 00AOR LESS 18.50 CONTRACTORS LICENSE LAW I declare u.der 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. 5!'66!94( Classification C —�� ❑ 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 Main service 200A To IOOOA) 37.50 ( DWELLING OCCUP.B\ NEW OR ADONS. CONST. ACC. BLDGS. /I 3.6dSq.ft. NEW CONSTR UI- T 1. OUTLET NON .RESID• BRANCH CIRC ITS @ 5.00 (POWER APPARATUS &) SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 764 AL 464 Ex. OCCUp. OUTLETS IPRESID IREA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g '15.00 Spa Electric 1 15.00 15.00 Permit Fee $ 30.00 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The ermit 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. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 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. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities 'udgme:t costs, and expenses which may in any way accrue against sa' I nsequence of the granting of this permit. X Date Signature of Applicant - owner 9 PP ❑ 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 $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ in -nn HAz 0FEES IMP FL000 COF PARCEL PD Ho ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work Indiced abovr which fees D C OF PUBLIC By PE 41AT EX RES Date applicable provi- resolutions to do have been paid. WORKS Date �- Receipt No. 117527 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD-APPLICANT^- ., �,� . �.,1i i}'V v :i f+r'i .� � r••,a v, ry- ' . � 'Trr`¢Cn'L��kk^r'�iv� i�+�' ... ., � ,r . i . -;r is l -(-N! � .. ;.� "MUNTY OF BUTTE - DEPARTMENT ORIPUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLI`, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER �`�-� �/� "-3;/ Proposed Building Use f✓ Building Inspec Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: i DATE RECEIVED BY 1. All items have been submitted. ............. . 2. Plot plans, 3/4 sets, signed by preparer of plans. .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans. ...................... 4. Engineered plans and talcs, 3/4 sets, with wet signature on plans. ............. 5. Hazardous Material Form............................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non-Heated and A/C Buildings. ...................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... '. 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... ` 10. Fees of$ ........................................... is 11. Impact fees as shown on attached schedule. .............................. 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood) by California Engineer. ......:.......... . 14. Sanitation and plot plan approval Health Department . ............- 15. City of Chico plumbing permit.......................................... Plot plan and business license approval from City of Biggs/Gridley. ............... 17. Planning approval for (A) Use: (B) Parking: ........ .- •� � ..: _ :,.r�•� a 18. Contact: Larid,Development about (A) Improvements (B) Drainage. 19. DriveA/permit (construction approval required prior to occupancy). .. ... ... . Pre-Inspection request 20. Pre-inspection for required. .. to Building Inspector. _ ,_ (Date) t!F 21. Contractor's license information. (No., Name Style, Classification). .............. 22. Certificate of Workmans Compensation Insurance. .. t'................. ...... . 23. Owner-Builder Verification (Given to owner , Mailtoowner ). 24. Recorded copy of Agricultural Acknowledgement Statement. .................. 25. Letter of signature authorization..................................... 26. Copy of recorded deed of parcel creation and 60 right of way to a public .road ...... 27. Letter of intent on building use. .............. .. .....:.............. . 28. Mobilehome utility clearance......................................... ':�~� 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements. ............:. . 31. Existing violations/expired permits.................................... 32. Plan check list . ................................................... . 33. R. 34. When you issue the permit, process as follows:-' Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver,.with inspecto . Other Parcel Creation Acreage Applicant Date !! Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior 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 _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPTART,-MENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllle, California 95965 - Telephone: 915.'538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 31-37-7S ZONI BUILDING PERMIT OWNER _P0CA)M I __9171 -r- �'7Gct�,a�rk TELEP ONE SO. FT. OCC. BUILDING VALUATION ' OWNER'S MAILING ADDRESS 7 7S CONTRACTOR' M ��= ro--• j o- �S TE EPHON CONTRACTOR'S MAILING ADDRESS 9"? 7 j -PT 2-07t,, Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 15,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRE' S T`�w 7 75(meati . r c— u Permit fee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.001 Mobile Home S I G I W @ 15.00 TYPE OF WORK Newr" Addition ❑ Remodel,[' Uti hies ❑ Ins Ilation[ Other ❑ Describe work: (//'/ LZ/ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 —T�Main service 200A OR LESS 18.50 Main service 20CATO1000AI 1 37.50 CONTRACTORS LICENSE LAW I declare u der penalty of perjury (Check One): in 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. 574�'sClassification C 53 ❑ 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 OCCUP.&\ OR AODNS. ACC. SLOGS. II 3.66sq.ft. NEW CONSTFL ULTI.OUTLET NON-RESID BRANCH CIRC ITS @ 5.00 (POWER APPARATUS &I SINGLE OUTLET CIR, Ex. Occup(o OR FIXTURES 764 AO 464 IXED A EX. OCCUp. OUTLETS P(RESID. IPLNS.KEA.) I 3.00 Temporary service 1 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 6, I K: r7 v Permit Fee $ 30, Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. �ave 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 Filing Fee 15.00 Heating Cooling Hood 6.50 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. I also agree to save, indemnify nd keep harmless the County of Butte against all liabiliti judgments, and expenses which may in any way accrue again Coun uence of the granting of this permit. X Dto Signatur f Applicant — Owner ❑ ContractoraAgent ❑ 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 $ Energy Inspection Fee $ OCC CONST TYPE TOTAL FEE $ �j (]� HAz 0FEES IMP FLOOD COF PARCEL P O HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center p ve.-OrovIIIe, CaIIfornia 95965 - Telephone: 916/536-7541 APPLICATION AND PERMIT PERMIT NO. S %_ ASSESSOR PARCEL NUMBER 039-370-075 ZONING SR -1 K BUILDING PERMIT OWNER Pete & Marianne Downing TELEPHONE 894-5116 SO. FT. OCC. BUILDING VALUATION Est. 15 000.00 OWNER'S MAILING ADDRESS 1775 Dayton Rd. Chico 95926 CONTRACTOR'S NAME Perfection Pools TELEPHONE CONTRACTOR'S MAILING ADDRESS 897 E. 29th St., CHico 95928 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation 1$15,000.00 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 135.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 20.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ 170.00 PLUMBING PERMIT Filing Fee 15.00 1775 Dayton Rd., Chico Each Trap 1 5.00 Solar or heat pump water heater 20.00 LOO. SUBDIVISION NAME PARCEL/MAP �Jf �,7 Water piping 1 7.00 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Pool SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home I S I G JW @ 15.00 TYPE OF WORK New[7 Addition [I Remodel❑ Utilities[] Installation[] Other ❑ Describe work: Swimming Pool _ Master #507-88 Permit Fee $ 22.00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 200A TO IOOOA1 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): � I� ' am licensed under provisions of Chapt. 9, Div. 3 of the Buslne$$POWER and Professions Code and my license is in full force and effect. License No. Classification ❑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 _37.50 NEW CONST. DWELLING OCCUP.& 3.64sq.ft. OR ADDNS. (ACC. BLDGS. NEW CONSTRULTI.OVTLET NON.RESID BRANCH CIRC ITS @ 5.00 APPARATUS &) ( SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 Ex. Occup. OUTLETS IPRESID IED APLNS.REA.1 I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. byirin g "15.00 0 Permit Fee $.30-00 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ,+,,4 -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. Contractor MECHANICAL PERMIT FiIirig Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ LContractor 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 s 'd ounty in cons quence of the granting of this permit.. X Date G/ �s�%Z Signature licant — Owner ❑ Contractor Agent of pp ❑ 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 S Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $222.00 HAz OFEES IMP FLOOD COF "— PAR PD HD ISS This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indica oor which fees have been paid. 59ft OF PUBLIC WORKS By �� Date C' tZ- PEffMrT EXPIRES Date Receipt No. 116904 p WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT ( A -' COUNTY OF BUTTE - DE�'��1,. TMENT OF PjUBLIC WORKS -BUILDING DIVISION E " 7 COUNTY CENTER DRIVE - OROVILLE; CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER GC//v�N lO A o.�'l J'��U Proposed Building Use 6" Building Inspector Date At time of permit application, 1 was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted. .'`' .................................... . 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ....................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of$ ................................. 11. Impact fees as shown on attached schedule . .............................. 12. California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year fIoodj_bV California Engineer. .. .......... . 14. Sanitation and plot plan approvalHealth Department. .....:. Z- 15. City of Chico plumbing permit. ......................................... `.. 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. ......... . 19. Driveway permit (construction approval required prior to occupancy). . . 20: Pre -inspection for Preanspedion reque p regUlred. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . . . . . . . . . . . . . . . . . . . . . . . . .t. . 23. Owner -Builder Verification (Given to owner , Mail to owner )........... . 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. .... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access . ........................................ 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ................ 31. Existing violations/expired permits . ...................................... 32. Plan check list . ...................................................... 33. 34. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for$ ckup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior 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 _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Dat �Z L Sets of plans on hold in ` File cabinet AP folder Copy - Department of Public Works TO Buildina Department FROM: , Environmental Health SUBJECT: Sanitation Clearance Location AP# Plan Approved for: Sewaqe Disposal Water Supply Hold f inal f or: Final clearance O.K. for: Clearance for �bedroom mobile home. NOTE * * *' Other74i�� Water Supply Water Supply Date S rian ►-� I �-Fil f &'MOTE:—All f atipriais & Workmanship Shall e in Accordance With. Recocgni7,ed Good Practigds land chis set of plans and specifications MUST he oT a uality prescribed for the Specified use i the-' kept ort the job at all times and it is unlawful to �ormA ildin P ' without the-Natio Electridal Code.writtenlperrnisssign from the Departments"o Public I 1 I JL1W % works, County of Butte. location ;of structures '& _4, L''•' •"° ir,�^` ' equipment salt be. as shown of • a clear of all: easements. AP9A 'r y=� ® . ; ' Location of structur ,. & ' equipment shall be a :shown & clear of all easerime ts. Ar < wood Let tA See. Mauer Plan on 210 W buildi4- p18►" , �jtj E COUNTY ?yBUILDING ENT Al P R 0 V E �°►�Zc.�. � 039-370 �o���t 7l s � . f�.00 trAL �tCo ti �: ► APPROVED f Bufte County Ehvyronmentcal LA P4 ; a� 4n• r , AN t , �• i I • j 2 ti COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER J 7® G ZON ¢ BUILDING PERMIT OWNER �/J� FL. le d.- Yn.-Via—,e wyt iy TELEPHONE 6gq-S116 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS '7 75 CONTRACTOR' AME_ ) vIceGIld" �OCJ/S ELEPHONE CONTRACTOR'S MAILING ADDRESS 91? 7 2=--' _-? r7 -,, $-% Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ G ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Q Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ _14 . / n �. /Cj BUILDING A D ESS �t,9L :V //v /� ( Permit fee $ , Q PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 Water piping 7'00 ` r LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 7.00 USE OF STRUCTU d SF ❑ Duplex[] Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 '� TYPE OF WORK Newo Addition ❑ Remodel ❑lities ❑ Install tion❑ Other ❑ De/scribe work: 7Fo� _ Permit' Fee $ Z. 00 Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service soov OR LESS 200A OR LESS 18.50 Main service 200ATO1000AI 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): a< am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Coodde` and my license is in full force and effect. License .iO. �6 oV•�-r Classification -S y ❑Ex. 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 COMM- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason — NEW CONST. ( DWELLING OCCUP.ai\ OR ADONS. ACC. BLDGS. II 3.60 sq.ft. NEW CONSTR MULT"-OUTLET NON.RESID BRANCH CIRC ITS @ 5.00 (SINGLE POWER OUTLETTUS & I / EX.Occup\OUTLETS OR FIXTURES 20 76 FIXED APPLNS. OR OCCup. OUTLETS IRESID.! EA.� 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 715.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The.permit is for $100.00 (valuation) or less. ave 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 shal I be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation _ penult 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. 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 sai ounty in con`s�uence of the granting of this permit. X `�ate 6/ f �� "12 Signature pplicant — Owner ❑ Contractor Agent ❑ An OSHA permit is required for excavations ov r 5'0" de and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Ener Inspection Fee $ Energy p OCC CONSTTVPE TOTAL FEE $ a2o�o� , Od ttAz OFEES IMP FLOOD r _ CDF PARCEL PO MD ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS 8v Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville; Californfia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PER A )NOOj/� ASS R PL NU E ZON G BUILDING PERMIT OWc— rn ` n E FP"D"� FT. _�'� SQ. OCC. BUILDING VALUATION ION (J R' MAILING RESS CM'7R ACTOR'S NAME Y-1 TELEPHONE C NTRACTOR'S MAILING ADDRESS Fireplace COy6 L UCTION LENDER Q yl IL UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ (199 ARC I ECT OR ENGINEER LICENSE NO. Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS N Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2,00 A ) c () Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5,00 USE OF STRUCT E1 SF[:] Duplex[] MobilehomeA Other QI �ccie �nTE� SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE'OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other )4 Describe work: j Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 100 AMP ORSLESS 10.00 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ 1 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 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 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.a OR ADONS. AGC. BLOGS. , /2dsgft NEW CONSTR TI.OUTLET NON.RESID .BRANCH CIRC ITS 2.50 ea POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCCU OUTLETS OR FIXTURES 120050! P eAL93o FIXED APPLNS, OR Ex. Occup. OUTLETS (RESID,I EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 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 t0 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. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling 9 Hood 3.00 Ventilation PentiI Fee $ Contractor I certify that 1 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 allts, costs, and expenses which may in any way accrue a Inst s id ount in nsequence of the granting of this permit. X , Date Signature of Applicant — Owne ontractor ❑ Agent An OSHA permit is required for excovdtans over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE" occup. CONST.rYPE SCN OOL FL000 PARCEL I PD ND SSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC BY / PEWT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date - Zy�� 0 Receipt N0. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT TO, Buildina Depar.tmer�, FROM: Environmental Health SUBJECT: Sanitation Clearance ks Owner I'Location A?# Plan Approved for: Sewage Disposal Water Supply Hold final for: Water Supply Final clearance O.K. for: Water Supply Clearance for bedroom mobile home. Other aint] jj;�nllr ryij,p NOTE Date Senitaril� �, �`i`'1'°�`y`�- _ ,�r �',�,:1 �[L;r`/' it 'G•`� ,;y"T „i •+.. ,1. �?� lsc i.Gr:e,'f.: "�'.P"v:-p;'t,frn�4c�i;f.�+ r*,�(;rwk:°+ s=�F.-r�; r-�:,r��`� •..t�"^ COUNTY OF BUTTE - DEPARTMEIyT O•F PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET r Permit No. OWNER MJ A- 1, 22 6V A. P. No. Proposed Building Use W : ',Building Inspector Date At ti me 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. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions....................................................... 9. Fees of $ .......................... 10. Chico Urban Area fees paid ........................................ 11. Park fees paid ............................... ':........... *-****- A ......... 12. School District fees paid ................. 13. Sanitation approval from h r= n Health Department 14. City of Chico plumbing, permit ..................................... . 15. Plot plan and business license approval from City of (see City for other requirements) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Ins ection for re ulred . , , , Pre-Insperequest to p q •Building Inspector 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. When you issue the permit, process as follows: Mail jo owner. - Telephone T-J�% and hold for pickup att� office. Other Copy of plans sent Health Dept., Fire Dept., , Other The following data must be submitted 1. Index permit for above items No. - 2. Additional items required: Date) Mail to contractor. _Deliver w/inspector. Date to permit issuance: (Circle new item not checked above). r Contractor, designer, owner, was advised of above required data by_phone---naiI—counter by date Contractor, designer, owner, was advised of above required data by—phone —ma II—counter by date Plans checked Sets of plans on hold in Copy—DPW !+ Date Plans approved by File cabinet AP folder Date COUNTY OF BUTTE..- .Department of Public Works 7 County Center Drive, Oroville, CA 95965 Phone: 916-538-7541 OWNER-BUILDER.VERIFICATION Attention Property Owner: _. An "owner -builder' building permit has been applied for in your name and bearing your signature.. Please complete and return this information at.your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to.provide the major labor and materials for construction -of the proposed property improvement (yes or no) 2. I (have/have not)'. signed an application for a building permit for the proposed work. q 3. I ave contracted with the following person (firm) to provide the proposed con ruction: Name Addres Phone 4. .I plan to A to coordina Name Address Phone City Contractors License No. vide portions of this work, but I have hired the following person , supervise, and provide the major work: Contractors License No. City 5. I will provide soa of the work but I have contracted .(hired) the following persons to provide the work indicated: Name dress Phone Type of Work Sign NOTE: This -Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. V COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 14 196 Mernori a I Way, Ch i cc — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE /,(j 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 _Moeifradditional explanation, please contact this office immediately. Y"I a/ 1�&), "/ a 41q ,>z V .; Inspector Date 6 2103-89B PERMIT NO. " PERMIT EXPIRES PET R DOWNING' OWNER CONTR. owner ASSESSOR PARCEL 39-37-75 4 LOCATION 1775 Dayton Rd, -Chico r Temp. Power Pole Called PG&E Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E g ,JOB FINALED (Date) U Signature =UK o =►Not OK Applicable Not Applicable RESIDENTIAL (Single and Duplex) - = = Not Ready Date UNDE LOOR (Pla OK except #'s Date FRAMt G (Continued) 14*Eoning-Setb ' s; -Ea me ope 4 . angers -Post Caps -Anchors -Connectors I-Elec. Grnd.-/ /" Fig. Depth ois - tr. Ties- - -Rfng. eel-/ /" Fig. Depth earance , Perehes & ks; ' --&tdV-/ C, /"Ftg. Depthis cc i = ffles n; teel-Blockouts-Wrapped 4 . ions a rage; Steel-Blockouts-Wrapped g f-slub, Ste - rapped s el - its - ings-Test-2 way C/O -Sewer Test lection 1 -da-Pfpe;'S ie -Anchors g -Attic Vents -Rafter Outriggers 11f-Water10ipe; Test -Anchors -Regulator -Service Test eer 12.-filestaGr-Underground -Fd. Vents-Underfir. Access Ducts; Clearance- Material-Supprt-I ns. - otection-Skylights-Plastic it ers-Sos-Anc olts-Jeib�-Cfrrp�t�s -Bolts a ion 5 -- g. 60.1rnfittratiQrr-MIs-Wndws Card -B1 0 Dat •o!"and-B1 Date Card -B1 Date Card -B1 Date Card -B1 Dat djysgTard-B1 Date' Card -B1 Date Card -131 Date Date PLUMBING (Permit) OK.Acept #'s 16. Water Ht. Vent -Ac ss -Combustion Air- Baffle Date FIN (Plans) OK except #'s 17. Water Pipe; Test & ors -Nail Protection xt. %ops -Door & Sidelight Protection -Landings pjr: 18. D.W.V.; Test-Fttngs & chors-Nail Protection r z� 19. Shower Pan; Test rst Floor -Tub Access 6 . - rance-Comb. Air -Connector - la-Gamgei-Abeve.FIoor- Ducts- Mach. Protection 20. Test Tub & Sho r, 2nd Floor -Tub Access 21. Gas Pipe; Size & An s oef 9l 4a&-Bath-Fi - ess-Spa 66�Elerim- -Labels Card -131 Date Card -B1 Date S1a+fe=& ail Card -131 Date -B1 Date ea.rth - ei�irrt Ext. Date ELECTRICAL (Permit) OK except #'s 70 i - Kit -Cooking Clearance 22. Fixture & Transform Clearance -Ins. Protection Counter 23. Elec., Receptacles pacing -Lights & Switches at Doors Z� r�ra'n._Firo (1nnr:�S:'• mer 24. Size Boxes & No. of<onductors-Stapled per 25. Romex Installed CloseA Edge of Studs & C.J. 74 -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 26. Equip. Ground ma p w/Mech. Fasteners -Bond Gas &Water 27. 2 Appliance Cir is in Kitchen & Conductor Size/G.F.I. ip. Listed for Location 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al ' Garage; (G.F.I.)-Romex Protec. oked in Attic ❑ Yes 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No uar ails &Deck Co ction-I�vsts 30. Service -Riser Condvefors & Ground -Main Disconnect 79.' -Earth CI _ es 31. Equip. Clearanc Panels-Motors-Mech. Equip. Mefollowing instld.; Drive as ❑ No; Walks s ❑ No; Planters ❑Yes 32. Clothes Closet Lig - h wer Light -Spa Light 33. Smoke Detector Card -B1 Date and -B1 Date ing Card -Bi Date -B1 Date- pl.-Clearance to Gpe,aiags. Date MECHANICAL (Permit) K except #'s cal, Plumbing 34. A.C. Ducts Insulati n &Support.. Receptacle -Underground 35. Vent Fan; Exhaust a—bautV insulation 8 . ut House 36. Condensate Drain & erflow; Size & Grade motion 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet revious Inpections 38. Attic Access & Platfor if Furnace in Attic s Tagged; Gas -Electric cJ . ewer Connected -C/O to Grade -HD Approval ce Certificate -Other Certificates Card -B1 Date Ca -B1 Date 92 Boo4a�� Card -B1 Date Car -61 Date Card -131 Dat .. Z' Card -B1 Date Card -61 Date !8 -?,Z - Card -81 Date Date FRAMING (Plans) OK except #'s Card -B1 Date Card -81 Date roper Material & Anchors Comments t Final: ng, Spacing & Bracing—Plates-Sound '-Bearhn n ` �;-Wafls-oyer Girders & Floor Nailing 41=Braft-StofYin Walls (rat proof) - ilings-Stairs-Chases-Tub -Si & BeeAflg (NOTE: An entry must be made each time you visit iob site) = 0K - 0 K -0 = Not OK = Not Readyable MOBILE HOMES MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Sewer; Location -Test -Fall -C/O -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; ,Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -81 Date Card -131 Date 10. Roof; Shthg-Roofing Card -81 Date Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILEHOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements Card -131 Date Card -61 Date 2. Footings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances Date POOLS (Plans) OK except #'s 5. Drain; MH Test -Fall -Flex Connector 1. Setbacks -Easements 6. Water; MH Test -Regulator -Connector 2. Soils; Compaction -Structure Stability 7. Water and Sewer Connected -C/O to Grade -HD Approval 3. Pool Structure; Steel -Connections -Thickness - Dead Men -Lining 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI 10. Cert. of Occupancy 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 -Enc losures- Panel boards- Ins. to Main in Conduit Card -Bt Date Card -B1 Date Card -Bt Date Card -81 Date 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Card -131 Date Card -131 Date Card -131 Date Card -131 Date This set of plans an speci-`; at on, FAUST ._r...---.... kept o,is urlawl oii same wifll,- - WrlTi en c^I-e:'i!:PfJi r p fZ Departrnent of Pub- :.:-CVUVA1 c r - - . s' 3o' z`nc�&J toe oymcss Aeay., ► Ev7w BRopik* /.uslbe cynwE RweE. NOTE:—All Materials ix Wor!;manst i Shall ._ . _I _Be in ) IWI Accordance wit.!'i ��':^.� tjjf" \%. �`� t�"t:•CFt S �v i :i,:< VI AYKD ed usie in f: Meczanical Cod,- ,_._ and t!�& N:?ional _- A setback of 5 ftfrom the property lines and a setback _ ... _ ..: ... of 54ft. from- the road ' centerline shall be.clear of _.�� : �.,�-:...:._:::.._ ; .• ,_ ... .. Sire#U"� ofeCiuipm . • • - " Y• ent excep , .:.:•, h 2. ,t. ave av„ c an9.., l - Q .. _ I .. %-.ti. "i cE :.. CIA 0Fab a WEA' MOBILE J..-.:... :. :...... _ . .. Jam►. J � � I � � � � ��� � • Lila �:��' fa'oo Gni �cEL�o39-�qo-o�S--coo . ` 0260 _ Tpq CA2E �. lkjv-y RZ / f? .•( 24 23 2 21 20 19 is 17 16 15 14 13 12 ii 10 9 6 fvt R-Af ... ......... 3 ot 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ........ )17 Fri ; I IT -47 71 -7! vi 1 :F as 77--7-7— I mr, E7= 6 fvt R-Af ... ......... 3 ot 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 ........ )17 1a�1Ji1 ItjNJ1•D111f+ ii-i,d U,4- FOOL. ASN Q L — • .. `e RAID HANDP.AILS SHALL BE 30 34 HIGH, PROVIDED- WITH'P.AMPS+'` "-`' �,ER',:-aAN } PLAN CHECK LIST % R,ECklIALATICAt A. .• HANDICAPPED REQUIREMENTS (ALL NUMBERS CORRESPOND TO NUMBERS @ PICTURES) w19,23, 1.�HANDICAPPED ACCESS SHALLBEAT THEPRIMARY ENTRANCE.- T-24�-SEC=2"33 O2. WALKS„SHALL-BE48--WiDE;-FREEZOF"GRATES--SLIP=RESISTANT`SURFACE �6%_ SLOPE- OR GREAT.ER),," CROSS,:L,-LOPE--1=/4"/FT=MAX; LEVEL60"x60"@`GATES-(DOOR'SWINGS OUT),, 48yx44"�(DOOR.SWINGS.,IN),CONSTRUCT AS RAMP UHEN_SLOPE=EXCEEDS=5Y. T-24 SECd2-3-323-13. IJALK/RAMP; ABRUPT CHANGESIN-LEVEL4'�OR-MORE-SHALL.HAVE6"CURBS OR-GUARDRAIi-W-II=THi0OTTOM=RAILe2T'-4'_'4ABOVE-WALKING'SURFACE,.OVER-- NANGINC OBSTRUCTIONS80" 14IN ABOVE WALKING. SURFACE:'`aT-24 SEC -2=332& 5. HANDICAPPED SIGNS; @ ENTRANCE TO PARKING, UNAUTHORIZED HANDI- CAPPED VEHICLE SIGN 17"x22" MIN, 36" MIN ABOVE GRADE; 70 SQ. IN, HANDICAPPED PARKING SIGNS 80" ABOVE SURFACE @ EA. HANDICAPPED PARKING SPACE; 36"x36" SURFACE HANDICAPPED SYMBOL; WITH 4OR LESS PARKING SPACES PROVIDE ONE 14' WIDE SPACE. NO MARKING ORSYMBOLS ARE REQUIRED• T-24 SEC 2-7102 6. HANDICAPPED PARKING; 900 14' WIDE x 18' DEEP INCLUDING 48" WIDE x 60" DEEP (MAX) RAMP (IF REQ) & 5' WIDE MARKED UNLOAD AREA (DOUBLE SPACE 23'x18'). T-24 SEC 71.01 7. PROVIDE HANDICAPPED SIGNS @ ACCESS ENTRANCE, DIRECTIONS AS RE- QUIRED, @ DIRECTORY, HANDICAPPED FACILITIES. T-24 SEC 2-1720 & 9. CURB SIDEWALK RAI4PS SHALL BE 48" 14IDE MIN,, SLOPE 8.33% MAX (1:12) WITH FLARED SIDES SLOPE 12.5% MAX (1:8)., WITH 48" LEVEL LANDING @ TOP, 1/2" LOWER LIP, SLIP RESISTANT & GROOVED BORDER. T-24 SEC 2-7103 10. CAFETERIA LINES SHALL PROVIDE 36" AISLES. T-24 SEC 2-611(c)(4) 11, LIBRARY GENERAL USE AREAS SHALL HAVE ACCESS 30"x48", and 44" MAIN AISLES, 36" SIDE AISLES, BOOKS 54" HIGH (OR ATTENDANT ON DUTY). T-24 SEC 2-812 12. CAMPGROUNDS, PARKS & RELATED FACILITIES SHALL HAVE HANDICAPPED ACCESS AND PARKING. T-24 SEC 2-1107 13. HOTELS, MOTELS & RELATED OCCUPANCIES MUST HAVE HANDICAPPED ACCESS (1/25 UP TO 100). T-24 SEC 2-1213 DWELLINGS ON ANY ONE PARCEL MUST PROVIDE HANDICAPPED UNITS WHEN TOTAL DWELLING UNITS EXCEEDS 20. UBC SEC 1213 SHALL INCLUDE KITCHEN, BATH, HALLS, ACCESS, PARKING AND ACCOMODA- TIONS. 1:15 (ALL RAMPS IN I OCCUPANCY), tIAVE A CURB OR BOT',.•.AIL(-RAMPS'OVER 10') CHILD 'RAIL' (IF REQUIRED), EACH SIDERAMPS,SLIP RESISTANT SURFACE.EXTEND•12" BEYOND TOP d`BOTT0�I�OF RAMPWIT-H RETURN5�--- T=24!T.;24—SEC SEC -3306 15. PROTRUDING OBJECTS 27"-80" ABOVE FLOOR MAX 4" FROM•;W�ALL, 12" R POSTS OR PYLONS. d MAY NOT REDUCE CLEAR WIDTH. 80"�MIN��E•'CE;AR HEADROOM WALKWAYS. r� ' T-24 SEC 2-1721 '" •.;, 16 d 11. WHEELCHAIR SPACE 30"x36" MIN, FORWARD REACH 48"..SI E�REA�H 54" HIGH 9" LOW. T-24 SEC 2-1722 � � a ACL, 18'. PUBLIC TELEPHONES SHALL HAVE 30"x48"x27" HIGH ACCErSS;�PaRO.J CTr'19" MAX FROM WALL. COIN SLOT 48-54" FROM FLOOR, HAVE V1, UM d A 29" CORD. �� J� ... ,-.. ...,-•.'; f � . -• �'"• .f. T-24 SEC 2-1713 20d21. DRINKING FOUNTAIN(S) SHALL BE IN ALCOVE OR HAVE 12"•�•°WIP1G'? . WALLS 32" APART CANNOT PROJECT INTO WALKING AREA, TEXT URED'FL00$. @�`'` FOUNTAIN. (1' BEYOND FRONT d SIDES), SPOUT 36" MAX�FROM rL00R, CONTROL LEVER 6" MAX FROM FRONT d 27" KNEE SPACE. T-24 SECS) 2-1712. 5-1501-1508. 22. EXTERIOR DOORS SHALL HAVE A MAXIMUM OPENING FORCE OF B.SN,�INTER- IOR DOORS 5N MAX 8 FIRE DOORS 15N MAX. T-24 SEC 2-3304(1) ' 24 d 25 PROVIDE HANDICAPPED RESTROOM FACILITIES. ALL NEW FACILITIES SHALL HAVE SIDE d FRONT MOUNT TOILET ACCESS, 29" UNDER LAVATORY, TOILET 17-19" HIGH, URINAL 17" MAX FROM FLOOR, 60" CIRCLE (ONE DOOR MAY ENCROACH 12") 48" IN FRONT OF TOILET.. T-24 SEC 2-1711 26. DOORS SHALL HAVE LATCH RELEASE, 10" SMOOTH BOTTOM RAIL, OPENING HANDLE 36"-42" FROM FLOOR, SINGLE EFFORT WITHOUT GRASPING HARD- WARE; i.e. LEVER OR PANIC. T-24, SEC 2-3303 27. BATHING FACILITIES, PUBLIC, CLIENT OR EMPLOYEE USE, SHOWER 42"x 48" MIN., WITH GRAB BARS & SEAT & A 36" OPENING WITH 1/2" THRES- HOLD (MAX). T-24 SEC 2-1711 28. 'THE UPPER APPROACH AND LOWER TREAD OF EACH FLIGHT OF EACH,STAIR SHALL BE MARKED WITH 2" WIDE CONTRASTING COLOR (INTERIOR), THE UPPER APPROACH AND ALL TREADS OF EXTERIOR STAIRS SHALL B[•(SO MARKED, !r T-24 SEC 2-3305 29;•—DOORMATS-SHALL-BE'ANCHORE_D,AND SHALL NOT INTERFERE:WITH`A CESS. T-24 SEC 2-3301 - - i 30, IJHERE DOOR-OPENS-ONTOWA=I:ANDING'TH_E LANDINGmSHALL:BE_TIEp00R__ WIDTH,PLUS 42" (Door @ 900), AND 5' IN THE OTHER DIMENSION:j- LOW �- ER�RAMP(S) SHALL BE 6' IN DIRECTION OF TRAVEL'(AL'L_RAMPS•-T•-BE,.,/ LEVEL). THERE SHALL BE A RAMP FOR EACH 30' OF TRAVE. T-24SEGJ2-3306 —_ L'_,'.=� 2 - ;1 I I i 1 s: I f r :J ! I .fir. 1 '47 4 Y i. t i \ ,it11 Azv 2-85 4. viii t i \ ,it11 Azv 2-85 E 360" Interval max 91" mm. \ 7Y' min 1829 m Intermidiate Turning platform 1. 3G0" interval mut 914-4 mm GO•' min 1524 mm As R*quired,,_,- ��12"i �+IulnauH) When no door •i twingt onto IandinI , When door swings 6O' min onto landing e 1524 mm -Door width plus Q" min 60nmin 1067 mm ls2i m� /1 S) 4 IF M/ Intermediate Platform 72- min / 1829 mm . As Requlred(-8n TSIPI�AL). 3 � 1 31. ON THE LATCH SIDE OF EXTERIOR DO RS (5' MIN WIDTH) AND 18" ON THE LATCH N DOORS. THERE SHALL BE 60" IN DIRECTION OF DOOR SWI G AND 44" ON ?PPOS- ITE SIDE OF DOOR. _ - T-24 SEC 2-3306 32. rMAXIMUUM RAMP -SLOPE -IS -8-.:331.._(1:12),,_ AND SHALL HAVE HANDRAILS ON BOTH SIDES, 48" MIN WIDTH, NO DOOR SHALL REDUCE WIDTH OF,LANDING -TO LESS THAN 42 MAXIMUM RISE BETWEEN -LANDINGS IS 30". T-24 SEC 2-3306.. ' 33. SHOWER SHALL HAVE A FLEXIBLE HAND SHOWER UNIT, 48" ABOVE FLOOR, SINGLE LEVER CONTROL. T-24 SEC 5-1501-08 34. WHEREVER TURNSTILES ARE USED, PROVIDE AN ACCESSIBLE DOOR OR GATE WITHIN 30', WITH 32" MIN WIDTH. T-24 SEC 2-3303 35. LIGHT SWITCHES, THERMOSTAT, WINDOW OPERATORS, CURTAIN CONTROLS, ETC., 48" MAXIMUM ABOVE FLOOR, ELECTRICAL OUTLETS 12" MINIMUM ABOVE FLOOR, T-24 SEC 3-380-8, 3-210,25 36. rTHRESHOLD SHALL BE A MAXIMUM OF 1/2" ABOVE FLOOR OR LANDING ON- -EITHER SIDE OF DOOR. SLOPE THRESHOLD 450 WITH MAXIM]?4 VERTICAL RISE OF 1/4". T -24 -,SEC 2-33, FIG 3-3-1B c I I 32" clear PQ v I 813 mm 32. 3 CD ^ IO 13 3 A /-O � + c! U O I I ro °° 3 %�� + 3 3 l 3 3 a- I m w ! 32" min clear - ° c ? I m e133 I ' 3 3 ' 3 18" min i a, A v 3 3 457 mm I o 32" min clear 12 o 3 813 mm 3 v p w 3 i�3 iaw No cl 0 3 ! °° v i x pr - ��i .fir'. .I '��•• 'J� 'J� iP' �. .. _. .. .. � .. �?�. u �oA� N w -i � o 3 I Nc ! 3 - 3 C 18" 457 mm HA-1-DIC'rPi ED TIM 24 REF. TITLE 24, 3-3323 'n•..ma r, r.... Cr 1-3301 2-3323 .. • -�' .mss..4 r-4" 2-332 Vii• — 1� 4 _ 2-7102 • '. r✓�r\�[/i� 1n r. / lra� 14 S ���( �� :3'Min. .\ - ��,�� A � u ,,.�c'�cj ",.:u.,.e.l y `',,yT,ca. O �}„�,.,cl, tw�:v+•r .old-w�.LE`a��.i.� 2-710 6 2-1720 • al ?.X. 8 0 2-7101. i . 2-7103 :.AEF. TITLE U,'2 -71u2 ""•' .- Y1 X V4"C2+^-'avl5 .. r� 1 •�-4 • M. • -- . Viz= ,•-, 11 Llb•c�Ya cad-. .. /L`� ��I• �y }lin. i 10 �,YVi VhF� I. .. � .�k. -. e.�� ✓• '3 2-812 `^ 1 �—' • 2-611-- 2--7103i -611 2"7103; I .. REF. TITLE 2a. 2-611. 2-710. 2-812, CC.f'T�ITIUOCS _ 2_I10'7, 2-1217. 2-1113 — r MG"•Q.� �,7p - • Sl�k C c l . c0wnr�v� .y.. ' �'nlld 1111' ia ' r I � � \�i `rl . O' _.Q-� �/• -- � /Q�.� c..) �I `� g � o riht.=e:.iJ IYI 1 .. �'r. `1 W' , �- -� �.E. � e'jI ro� � I � � �1ZA1 / ••, J (-�j,c,'1n1 ifL-L-�I � � � ` 13 Cae Min.'U�c.nc�... ••.' � 1 ••• 2 . z` a ; - 12 i `•`1`="'^'•� • 2-3306 _ �` 0 2_1213. & USC 121 C?^`P `-I�{"✓ N. :2-1107 .. —• ..�'--- . __ REF. TITLE 2+. 2-1712• - - i.. i '�.M.n •'uMxn, co rj-. 18 V I♦ III �j 9'°1`'• r�a.c.'.T :,� � ��_ �• C �,�;�� :7•' I 48 I-:� � ,t.- to _-_ � ::'' �_ _� 1• � •v 2-1 1 ,.. -2-1722 2-1713: e. wiln-allz _�., l Wkno .rvw4, REF. TITLE :., 7-171:. 5-PI:C7 IJ i-c^.%V -k 19 r u 2-1712o�y�. Q S9 CA, 3 Z Force l inside 5c J Fire 15;;` I:ot• For 1JnitJry /Jciliti•f (.•• ]•1-1.61. REF. TITLE ]., 5-1501.1508 v `oc �o outside. 8'# . o 5;;r�� �$ 2-3304 E o. W yn �r - Wid�. <r•is fill Ln n PYe;zw."IJ I I I 1 � t J I—i- 7 I— Il r ..i _�T 1 2q Hirt• - Minimyn .l•Jr•ne• frpn Dot1Dm o/ IJ•urr oran to n— 19-. • /J; n;mu.n ;C. 4el••r,ne• une••r liv•. tvY 30" _iC• •ne1 ]" eex� Jt ICS. tE Nin. • M.n4mum to• a Jne• unser I.Y J_ '9" / tory W" _;<•. .Daw floor nd 17^ G•ep from Iront JI 1•v Jlary. InSt.I a'�e'�. wl _Jt.r .."My Jna mr•:n piC;ns r1 infal•:.a ar w.erea. i C.Va14.11 LO' WA4"r 24 S�..Cf•,+�, Q i,'a nn No .nar, or .0'. ;.. ....... I.v.tcrifs. . Tont Tu. 00 01• .itn pM n.,d 1 2-1711Tlf ,n •<t;v •t:ng force •f S ID,;ng �.1rn tD r_.m..n oxen G, waif Inimam 10 ]f Cin C., go), r Z Force l inside 5c J Fire 15;;` I:ot• For 1JnitJry /Jciliti•f (.•• ]•1-1.61. REF. TITLE ]., 5-1501.1508 v `oc �o outside. 8'# . o 5;;r�� �$ 2-3304 E o. W yn �r - Wid�. <r•is fill Ln n PYe;zw."IJ I I I 1 � t J I—i- 7 I— Il r ..i _�T 1 2q Hirt• - Minimyn .l•Jr•ne• frpn Dot1Dm o/ IJ•urr oran to n— 19-. • /J; n;mu.n ;C. 4el••r,ne• une••r liv•. tvY 30" _iC• •ne1 ]" eex� Jt ICS. • M.n4mum to• a Jne• unser I.Y J_ '9" / tory W" _;<•. .Daw floor nd 17^ G•ep from Iront JI 1•v Jlary. InSt.I a'�e'�. wl _Jt.r .."My Jna mr•:n piC;ns r1 infal•:.a ar w.erea. i C.Va14.11 LO' WA4"r 24 S�..Cf•,+�, Q i,'a nn No .nar, or .0'. ;.. ....... I.v.tcrifs. . Tont Tu. 00 01• .itn pM n.,d 1 2-1711Tlf ,n •<t;v •t:ng force •f S ID,;ng �.1rn tD r_.m..n oxen Inimam 10 ]f Cin C., 41n. h; :."�k nt srvji 28 Z -33p.5 .. I L¢•r •^� c� I �.Ij LY K:..4?4.:^.. 1On.' Q Mtn. 20 _J 2-33oz D•awtJ - \. • R.e f•e ewr�•:f a•5• Jncm..a .. anJin. AEF. TITLE ]., :-]]01 42t' \ 2-1711 IwiQr C, - II �• Thr SLOPE / 5 11 ^CCY 'rnii"••I 5 Miv1. di�+'� o, A girl. WAX , 42 �---' 31 N':Jt. RI _y 1 bO .•/ 'j'Ga .___� • • j I =.ww r - ..Ar;,�'C7.cln. / L�.�a'tn� �, 30 I�Wvatb —I - �.��,, / 2-3306 — - -in 4 M ^ ✓ ►_,••;IF.r,., Landing 32 ~' 30 2-3306 Fln!sti Flcvv 11a -- Ly aY1 rig 3f-1 u 2 —33 IVI I W1nd.� - y.n rrV.-1 r _•-1-__-- 34 i 3 -iso, -ass �a L.. TZ ''i 11 35 -- • m�, � •�-21U,-2.5 �:— Mme• 5-1501,-os-7L,rYS=��S • 3 -330 r - - lih" IY4 Bulletin #39 1/29/81 1 f/I a 11/4" to 2" 31/2" max. 04 O ' ' � e - 4 r NOT ACCEPTABLE Page 2 of 2 UST �'� in AN Matetiais & Wor manshi�p aSh�+cle and 7 ; i,, :mcconcic.., ..�� �A in, the a,�nc= i��'chu1 Accor;�r r ,er, W �,, , cw; �;,+ int^: `��, .s cc`s ' `. �' ` of a a�ura�.. ;f pr scr� a �cr ti`' �� ear c ji Codes and h xr�s'�r " sn� at '° Ffiumbing �cc "' fi�i� L)epc'' ~� Uniforc: Bui,6i ;cad a d�Y c issia {ra �; , i, aEl—;ctrical Oode. • -- •� _ ,rte �+c�rrr► �.AQd� . ..... Ji!2S' to 3o Z�74OW 3t,vE (i'/y2ESS 1}Roua1 EvTRE R2oPFftTy ... INSIDE cYPrDNE FEacE. V, A)CYKD 17 t` j� ........... r 1.:j... ;. . IL: kirk MFrr� r: 14 �scVL xp �-73 {.`1., G�tzn6E o WE Ll PID Ile L-,¢ 10 OIL J; SEP.TFt" Ctoo W eE L 4 03?, -c 7S o00 �_._...._ � �-•- ...... . .:.. .... . . , . M Ate' �, a 7► l�' j CAKE Figlkil-y l� . 6o BUTTE CO=YDEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville, CA PHONE: 538-7541. MOBILEHOME INSTALLATION SHEET 1. Owner's Name: of 2. Installer's Name: Z/�') 3. Is the site currently under permit? Yes No (if yes, furnish permit number Is the site an existing site? (If yes, furnish two plot plans.) Yes 1-1 _) OR No R 4. Will the mobilehome be located at least 5 ft. away from septic tank and leach F -1 - fields and clear of all setbacks and easements? Yes ® No (If no, clarify 5. What is the mobilehome electrical rating? --------------- % Amps 6. What is the mobilehome site service rating? ------------- 2 0© Amps 7. What is the mobilehome site circuit breaker rating? ----- AVO Amps 8. Is there any other electric load to be served by the mobilehome site service? -------------------------------- Yes El No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? -------------- (in.) 10. What is the type of gas service? ------------------- Natural LPG a 11.. What is the gas pipe length from meter or tank to the mobilehome?--------------------------------------------- % / (ft.) *•12. What is the mobilehome gas demand? ---------------------- g((BTU) *(This information not required if pipe length less tha06CPn natural gas or less than 50 ft. on LPG.) L ®�Q MOBILEHOME SUPPORT DATA W, , �ryc� If other than single wide, Mobilehome Mfr.��,�/i�irp�d 3� furnish Setup Model No. Year �97 Width_(ft.) Box Length___� (ft.) Tagalong or.Expando Size ft. x ft. 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). FOOTINGS (check one)1. Wood -pressure treated or foundation grade.2. Other (specify) SUPPORTS (check one)21. Concrete block. 2. Other (specify) Pier Footing Sizes and Locations SINGLE -WIDE MULTI -WIDE i Line1 Lin Main Beams ------ r Line 2 _ _ _ _ _ _ _ _ _ _ - _ _ _ _ Main Beams _ �w vane r Tag or Triple tine G Line 1 Line 1 Piers: Line 1 Openings: Size -Min. ------------ Size -Min - ------------------ Spacing -Max. - ------- _ Each Side of Openings From Ends -Max. ------- " With Width Over ---------- Line 2 Piers: Size -Min. ------------ fJy„x u! Spacing -Max ---------- ---------From From Ends -Max.------- ” Line 3 Roof mads: Size -Min. ------------ Location (From Front) Line 4 Piers, Size -Min ------------- Spacing-Max ---------- From ------------Spacing-Max.--------- From Ends -Max. ------- Line 5 Roof Loads: Size -Min. ------------ Location (From Front) Line 3 Piers: (Under Bearing Wall Only) Size -Min .------------------ x Spacing -Max._ -------------- From Ends -Max -------------- e 5 Piers: (Unaer nearing Aaa16 Uaay) Size -Min .------------------ 'k Spacing -Max.--------------- From Ends -Max.------------- - " Peter and Marianne Downing y 1775 Dayton Road Chico, CA 95928 CERTIFIED MAIL Re: Use Permit, A.P 39-37-75 Dear Mr. and Mrs. Downing: Enclosed is your validated Use Permit No. 89-53 to allow a day care facility for 12 children on property zoned SR -I located approximately 250 feet south of Stanley Avenue and Dayton Road Intersection, on the east side of Dayton Road, Chico. Should you have any questions regarding this- matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, r Ircher Director of Planning BAK:ir Enc. CC : Department of Public Works (2)- _Environmental Health Department of Forestry ' � 4 Y .-�•r-.ems �` - s -• ,-_ couftfq 4-1 -- '�- LAND OF NATURAL WEALTH AND BEAUTY t+r op'ib MVV: PLANNING DEPARTMENT 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 July 26, 1989 Peter and Marianne Downing y 1775 Dayton Road Chico, CA 95928 CERTIFIED MAIL Re: Use Permit, A.P 39-37-75 Dear Mr. and Mrs. Downing: Enclosed is your validated Use Permit No. 89-53 to allow a day care facility for 12 children on property zoned SR -I located approximately 250 feet south of Stanley Avenue and Dayton Road Intersection, on the east side of Dayton Road, Chico. Should you have any questions regarding this- matter, please contact this office between 10:00 a.m. and 3:00 p.m. Sincerely, r Ircher Director of Planning BAK:ir Enc. CC : Department of Public Works (2)- _Environmental Health Department of Forestry USE PERMIT BUTTE COUNTY PLANNING COMMISSION July 26, 1989 DATE: (Certified Mail Rec.) 89-53 PERMIT NO. AP 39-37-75 ASSESSOR'S PARCEL NO. Pursuant to the provisions of the Zoning Ordinance of the County of Butte and the special conditions set forth below: Peter and Marianne Downing Is hereby granted a Use Permit in accordance with application filed: 4/26/89 to allow a day care facility for 12 children on property zoned SR -1 located approximately 250 ft. south of Stanley Avenue and Dayton Road intersection, on.the east side of Dayton Road, Chico. I. Failure to comply with the conditions 'specified herein as the basis for approval of application. and Issuance of Permit, constitutes cause for the revocation of said permit In accordance with the procedures set forth in the Butte County'Zoning Enabling Ordinance. 2. Unless otherwise provided for -In a condition to a use permit, all conditions must be completed by the permittee within 12 months of the delivery of the.countersigned permit to the permittee. 3. If any use for which a use permit has been granted is not established within one year of the date of receipt of the countersigned permit by the permittee, the permit shall be come null and void and reapplication shall be required to establish the use. SPECIAL CONDITIONS: I. The existing driveway encroachment shall be maintained to meet County standards. 2. The existing driveway and parking area shall be maintained In'a clear manner to facilitate convenient vehicular, access' for picking up- and dropping off children Including.sufficient space.... for vehicles to turn around and approach Dayton Road without backing Into the right-of-way. The accompanying map/plot plan labeled "proposed placement of gates is used. Instructions shall be provided to each driver of children which'shall Include . "children shalt be loaded and unloaded on the east side of Dayton Road only and -under no circumstances shall vehicles back -out -onto the Dayton Road right-of-way". 3. Health Department sewage disposal requirements shall be met. •' 4. A satisfactory supply of potable water shall be supplied. 5. Applicant must also comply with all other applicable State and local statutes, ordinances, and regulations. I hereby declare under penalty of perjury that I have read the foregoing conditions, that they are In fact the conditions which were imposed upon the granting of this use permit, and that I agree to abide fully by said conditions. Dated: Applicant NOTE: Issuance of this Use Permit does not waive requirement of. obtaining Building and Health Department permits before starting construction, nor does it waive any other requirements. Butte County Planning Commission Chairman i CC: Department of Public Works (2) Health Department Department of- Forestry Inter -Departmental Memorandum TO:=JudyKramer, ment FROM:anning Department SUBJECT: Peter Downing's Use Permit for a Day Care Facility AP# 039-37-0-075 DATE: July 3, 1989 Peter Downing's Use Permit has been approved by the Butte County Planning Commission on June 22, 1989. There are no conditions to be met prior to the issuance of the Use Permit to allow a day care facility for 12 children, on property zoned SR -1 (Suburban Residential - 1 acre parcel), located approximately 250�feet south of Stanley Avenue and Dayton Road intersection, on the east side of Dayton Road, Chico. J The copies of the validated Use Permit will be mailed.out after- the Chairman of the Planning Commission signs them at the end of this week. Thank you. JK:fcu ft fb *� P'WM&,r OF C*IKS s v in t %�L 30' xbe >9x x x�3 ,-� C 8 xxX lxacxxaoc X Glu u,�x LA J �F fix• >• _.V -E • DEVEL PMENT PLAN _� n ,de VARIANCE V3 of ft fb *� P'WM&,r OF C*IKS s v in t %�L 30' xbe >9x x x�3 ,-� C 8 xxX lxacxxaoc X Glu u,�x LA J �F fix• >• _.V -E • DEVEL PMENT PLAN _� n ,de VARIANCE V3 $�t�.��:�* �._... -.k.Mate=1.�"'h'l.J..�a.!?�jw�il.��.,+r'��.r...'�:.;y.�rj:.rt-�.:''C.���•C'7r')°'1'�i./�''ti.7.�,.ry.�,���.�^W*'--�.C�'►•�r w;+:�C:CLi-�S'n.�" "" f.'"".^s i�.� T o269 93 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( �- 7 a ZONING • BUILDING PERMIT OWNER - TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS CONTRACTOR'S NAMETELEPHONE CONTRACTOR'S MAILING ADDRESS f; :% .l%x %� c� ����r✓ Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER *,t f LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS ��Gc'���� � _/ C�� PLUMBING PERMIT Fee Filin Fee 10.00 Filing Each Trap 2.00 Solar Water Heater 20.00 o� •, e Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home TS—FG-1 W I 10.00e TYPE OF WORK New ❑ Addition ❑� Remodel ❑ Utilities ❑ Installation ❑ Other Q' i Describe work: Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 ./� Main service EA. ADO'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ACC, BLDGS. 2t/20Sgft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): [Q/I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in fu/ll� force and "effect: `Y /a't"�JI,/x' License No. Classification El 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 ULTI-OUTLET 2,50 ea NON.RESID, BRANCH CIRC ITS NEW CONSTR. (POWER APPARATUS &) NON-RESID. \SINGLE OUTLET CIR, OR FIXTURES 6AL@30 BALO30 Ex. OCCup(OUTED A p FIXED APPLES. OR EX. OCCU OUTLETS (RESID.) EA.� 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 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. 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. I also agree -.,to save, indemnifyandkeep harmless the County of Butte against all liabilities, ju'dgme ts, costs,00and expenses which may in any way accrue against said�County in consequenc4of'the granting of this permit. �C _ jq A Nib,4 � l X �_- • . Date Signature of Applicant OWne� ❑ J g pp ❑v Contractor Agent An OSHA permit is required fo ovations over 5'0"�d:eep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP TYPE OF CONST. PARCEL PD No ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which — DIRECTOR OF PUBLIC / BY +! �c✓��''� /����/� PERMIT EXPIRES—Date� the applicable provi- resolutions to do fees have been paid. WORKS 7Date �//' l Receipt No. /)/,/ jl�_) WNITE-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 N0. SSESS$<� RE NUMBER J r-vNERle ZONING BUILDING PERMIT 'TELEPHONE SO.FT. OCC, BUILDING VAL ION OWNER'S MAI NG ADDRESS CONTRA DRY NAME LTELEPHONE a, CONTRACTOR'S MAI ING R S Q G Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER E LICENSE NO. Plan Checking Fee $ Penalty $ A CHI TECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 O U C Water piping 5.00 LOT NO. SUBDIVISION NAME PARCEL MAP Each qas water heater or vent . 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New ❑ Addition ��emodel ❑ Utilities ❑ Installation ❑ Other Describe work: .yam /aI� J'O� CcIG ��,C P it Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 10ov OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.&` OR ADDNS. ( ACC. BLDGS. / 21h2sgft CONTRACTORS LICENSE LAW 6 I declare nder penalty of perjury (Check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Bu iness and Professi e n y license is in fu force and ys' License No. q Classification ❑ I, as the owner, or my employees with wages as their sole Iompen- 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 2,50 ea NON-RESID BRANCH CIRCUIT NEW NON-RESID. CONSTR.(SINGLE OUTLET CIRPOWER APPARATUS &' , Ex. OCCup(OUTLETS OR FIXTURES SA ®so FIXED EX. OCCUp. OUTLETS P(RESID )REA,) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): .n The permit 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 3.00 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 County of Butte to enter upon the above-mentioned property for inspection purposes. I also agr to save, indemnify and keep harmless the County of Butte against all liabili ie , j gme s, cq,. nd expenses which may in any way accrue against s i o ty ' oXeq Vthe granting of thi pgr It. X Date Signature of Applicant — OW Contractor VAgent ❑ An OSHA permit is r uired excavations over Y ep and demolition or construct- ion of structures overr 3 stories in height. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST. PARCEL PD HD' ISsuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIR TOR OF PUBLIC By PERMIT T E a the applicable provi- resolutions to do fees have been paid. WORKS Date �L �� Receipt N0.�G� �!Q � WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi I le*— Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 'CORRECTION NOTICE ER 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 wheA correction of work Is completed. If you have any question pertaining to this ,Tatter, or need additional explanation, please contact this office Immediately. Inspector I F1 COUNTY OF BUTT E'OID.EPART MENT OF PUBLIC WORKS PERMIT.NO •.` 7 "County Center Drive Orovi{ le, California 95965 - Telephone: 916/538-75,41\ Q APPLICATIPM, AERMIT ND,.Pt z lla ASSESSOR PARCEL NUMBER ( w- - ..._ !i._ - 1• ZONING BUILDING PERMIT OWNER TELEPHONE - SQ. FT. OCC.- BUILDING VALUATION OWNER'S'MAILING ADDRESS LL- CONTRACTOR'S NAME TELEPHONE - y kq CONTRACTOR' MAILING ADDRESS �- � 5 7�2 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 SENDER'S MAILING ADDRESS + Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 ,LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 'JA USE OF STRUCTURE SF,�o Duplex❑ Mobilehome❑ Other SPECIFY y Gas piping system 1 - 5 outlets 5.00 _'fr',�- Building sewer 5.00 Mobile Home I S I G W 0.00 ea TYPE OF WORK a New Addition [I R/emodel(]_ Utilities[] Instal lation❑ Other Describe wr work: /yo/11�i11414 At Veil � �����`��71� '� - �'TA _ Permit Permit Fee $ , 41 Contractor ; ELECTRICAL PERMIT Filing Fee 10.00" Main service soov OR LESS 10.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 12.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ' U -'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) ❑ 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 OCCUP.81) '/2QSgft OR ADDNS. ACC. BLDGS. I r NEW CONSTR. MULTI -OUTLET 2,50 ea NON-RESID BRANCH CIRCUITS) POWER APPARATUS .&) (SINGLE OUTLET CIR. Ex. Occup( OR FIXTURES 20950 FIXED APPLNS. OR Ex. Occup. OUTLETS= 043-- 4� J OFFICE COPY Address � GAS Meter gy E L EC T R I C �. Meter By Date COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541. APPLICOON.AND PERMIT 4 ASSESS PA�EL= UMBER 7� ZONING III - BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWN R' MAILING ADDRESS 7, CON'TRACTOR'S NAME 5564:F ^_ TELEPHON. CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 1000 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 ° Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE Sc Duplex[-]Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 0.00ea TYPE OF WORK New ❑ Addition Remodel Utilities ❑ Installation[] Other ❑ ! Describe work: Permit Fee S007 A Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): �rm 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 Classification El 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 arr exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.y\ ,h¢sgft OR ADDNS. ACC. BLOGS. / NEW CONSTR. TI -OUTLET 2.50 ea NON.RESID BRANCH CIRCUITS) /POWER APPARATUS e� (SINGLE OUTLET CIR. Ex. Occup�OUTLETS OR FIXTURES 20050Q oALo3o FIXED APLNS. Ex. Occup. OUTLETS P(RESID )REA.� 2.00 Temporary service 10,00 Mobile Home Facilities 15.00 Misc. �Yirin 15.00 9 Permit Fee $ 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 nsent to Self -Insure. 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 Filing Fee 10.00 Heating CoolingIF 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. 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 perm' . X Gy Date Signature Applicant — Owner ❑ Contractor ❑ Agen o 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 $ Energy Inspection Fee $ TOTAL PERMIT FEE $ Occup. CONST.TYPE ISC..01111-00DIPARCELI PD I ND I Issue This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated ab a for which fees have been paid. TO OF PUBLIC WORKS y nate P MIT EXPIR Date �'� v Receipt No. WHITE-D.P.W.. YELLOW -ASSESS R. PINK -INSPECTOR, GOLDENROD -APPLICANT ��?+Vi^.+..-rr-},, xn�T.+�..wi-^.if.p-�..S;pn.„,.�.�+Y"+t 1. `��'�S�'�'�'„'�I''t^4'+ti��l `,t�+Y �•�...'.�»r`/"��1��(Y't�r' •- ,_+.'�`:'t�`i'h^v.OrltYr�f�'.�}�"°N'w�1 'yA ,w �.. r;Y�i. r t �ci j COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS . PERMIT.NO. 7 County Center Drive - Oroville, Califorria 95965 - Telephone: 916/538-754` APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER -, - el .,„ .-7, ,� - ZONING BUILDING PERMIT OWNER` ((//-1/ ! �l�C// ,1V� TTELEPHONE S0. FT. OCC. BUILDING VALUATION a \ OWNER'S MAILING ADDRESS. { .. 12 � %Z 1 R CONTRACTOR'S NAM, TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is "2 Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ - ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 ;U 1),4 17200 /1 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each pas water heater or vent 5.00 USE OF STRUCTURE r SF[�`] Duplex❑ Mobilehome❑ Other 'SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W��] 0.00ea TYPE OF WORK New ❑ Addition ❑ Remodel® Utilities ❑ Installation[] Other ❑ Describe work: '• �-�� ��� 4 iJ Permit Fee $ 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 declare under penalty of perjury (Check one): ❑ 1 am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force avid effect. License No. Classification �.� {I�V•�II 1, as the owner, or my employees with wages as their sole compen- 1 sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I ❑ 1, 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 OCCUP.d\/2QSpft OR ADDNS. ACC. BLDGS. II NEWCONSTR I.OUTLET 2,50 ea NON .RESID BRANCH CIRCUITS) POWER APPARATUS eI SINGLE OUTLET CIR. i0 0 50C Ex. OCCup OUTLETS OR FIXTURES .200930 AL030 FIXED TAPPLINISS (RES. OR EX. Occup. OUTLETS (RESID.1 EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor , WORKMEN'S COMPENSAT INSU NCE I declare under penalty of perjury '(check Q�e): ❑ The permit is for $100.00 (valuatFo0or I �l� 1 ❑ I have placed on file with the Co ty�kbf Butte Building Department ensat''ir` nb lns>lirance or a Certificate of Consent to Self -Insure. ti 1 I shall not employ any pemann s as totecome subject a Certificate of Workmen'T�i to the W. C. laws of Calif Notice to Applicant: If after makin moil h u d you become subject to the W. C. provisions of the Labor Code, you mu t fbrIpwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 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. 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 -c�1��-�`x Date 'ontrector ❑ Agent ❑ / Signature of Applicant — Owner❑ fi An OSHA permit is required for excavations over 5'l)" deep and demolition or construct- ion of structures over 3 stories in height./�� Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ occuP. C0N3T.TYPffJ SCHOOL FLOOD PARCEL PD I HD I ISSUE This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. ' f D REC+tOp OF PUBLIC WORKS / �� 1 u )_/CJ By , Date %y� PERMIT EXPIRES -bate G, Receipt No. / / WNITE-O.P.W., YELLOW-ASeE3SOR PINK -INSPECTOR. GOLDENROD -APPLICANT r COUNTY OF BUTTE - DEPARTMENT OF PUBLIC 7 County Center Drive - Oroville,,Gomia 95965 - Telephone. APPLICATION AND PERMIT WORKSXC: ERMIT NO 916/538-7541 _ Q ASSESSOR_eARCE` NUMBER ZONING BUILDING PERMIT OWM T LEPHO E SQ. FT. OCC. BUILDING VALUATION O WNEg'S MAILING ADDRESS CONTRACTOR'S NAM TELEPHON i CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDEF UNKNOWN Total Valuation $ Filing Fee $ 10,00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITE R ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 �� Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SFI Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea T� OF WORK j New FJ Addition Addition Remodel Utilities ❑ Installation❑ Other ❑ Describe work �'—SS�%L%' Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service OOOV OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 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. ALicense 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 OCCUP.al +/s�sgft OR ADDNS. ACC. BLOGS. NEW CONSTR '.OUTLET 2,50 ea NON-RESID .BRA CH CIRC TS POWER APPARATUS .&' SINGLE OUTLET CIR. Ex. Occup OUTLETS OR FIXTURES 5AL030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor 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. 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 Filing Fee 10.00 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. 1 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 liabilitie�e�s, costs, and expenses which may in any way accrue ain a' ty in c sequen8e of the granting of this permit. Date Signature of Applicant — Owner❑te ontractor ❑ Agent ❑ An OSHA permit is required for excavas over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $ OCCUP. CONST.TYPE SCHOOL FLOOD PARCEL PD ND ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated abov for which D EC R OC B PERMIT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No.fAV WHITL-D.P.W., YELLOW-ASS935OR PINK -INSPECTOR. GOLDENROD-APPLI CANT MOBILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS — 7 COUNTY CENTER DRIVE OROVILLE, CALIFORNIA — 534-4541 PERMIT NO. o -Ai-- Address or location of mobilehome Owner's name Owner's address rx ^yl� Insignia or hud number- 'A -D 0 Manufacturer's name Seri number of V.I.N.0,A PLk I 3 -AJ P'MaPyear of manufacture ?,C/ 1_� - C 02 n"k-12 D 0 Z \Q,A r'4( I�Afez� --tN/ tufficial Approving Installatioij) (Date) IF THE MOBILEHOME IS MOVED OR RELOCATED, THE MOBILEHOME INSTALLATION ACCEPTANCE SHALL BECOME INVALID. T -HIS FORM SHALL NOT BE USED WHEN THE MOBILEHOME IS INSTALLED ON -A FOUNDATION SYSTEM. 3 513 B White Owner, Yellow Installer, k D.P.W. ' 7 - COUNTY OF BUTTE Mr DEPART ENT,,PF PUBLIC WORKS 196 Memorial Wayl Chico — Phone: 891-2751 7 County Center Drive. Orovi Ile — Phone: 538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE OWNER PERMIT Ni A routineinspection indicates that the following violations of County Ordinance exist at the above addreiis and'should be corrected. Please dotify 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 immediateiv. Vf L Inspector Date. 41 A I PERMIT NO. 2015=89P,E(MH). 2 ) • PERMIT EXPIRES + OWNER PETER DOWNING owner CONTR. 39-37-75 \ t ASSESSOR PARCEL •1775 Dayton Rd, Chico } LOCATION ;r t i Temp. Power Pole Called PG&E j Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) —7 Z I� f Signature f n �\vd � 12A0 �;-oz5-9K 0=Not OK ' ' MOBILE MONIES MISCELLANEOUS = Not Readyable Date MOBIL OME UTILITIES (Pla OK except #'s Date DECKS,COVERS,CARPORTS,GARAGES, (Plans)OK except #'s o 'n uirements-Se cks-Zesemer+ts 1. Zoning Requirements -Setbacks -Easements oj18; S222' - 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel "ewer; Location -T -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails JI!�later; Location -T a ch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.- Shthg.-Rfg.-Bracing e ity; Loc i -Clea ces- nd.-//pd Amp oncre ; Location -T " - p: / 'l- ft. 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures /"Nat. ' "' 4W 4'� 6. Carports; Windows -Doors tility Clearance 7. Elec. 8. Frmg; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh Card -131 Dail/���j Card -61 Date 10. Roof; Shthg-Roofing Card -131 ho Dat?✓73,-ff-7 Card -131 Date 11. Ext.; Steps -Doors -Landings Date MOBILE OME INSTALLATION (Pla s) OK except #'s ni equirements-Se -Easements Card -B1 Date Card -B1 Date ootings; Size -Spacing -Marriage Line Card -131 Date Card -131 Date 3. Gas• MH Test -Demand -Valve -Connector I ectriS�ty; MH Tesj,Cro s -Break earances 1 Date POOLS (Plans) OK except #'s N-Drarn, MH T all -Flexr ctor 1. Setbacks -Easements 6. Water, -OH Test -Regulator Co or2. Soils; Compaction -Structure Stability 7. Wa n er Cotiaet6d-C/ Grade- proval 3. Pool Structure; Steel -Connections -Thickness - as a d Electricity Tagged Dead Men -Lining } —i-4r—Insp.-Sketch 4. Elec.; Receptacles and Lighting, Distances-GFI lb—<e—rt. of Occupancy 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater I 8. Elec.;Grounding' Equip. w/5' -circulating Equip. -Pool L ht g Card -131 Date ZO Card -B1 Date Boxes-Enclosures-Panelboards-Ins. to Main in Conduit Card -131 Date Card -131 Date 9. Health Department Approval j 10. Plumb.; Cir. Test -Water Supply Test 17-13 —f 'PA 6 z4�� JFe Card -131 Date Card -B? Date Card Date Card -B1 Date -61 14V �f%1,1G/L -924 1 �\vd � 12A0 �;-oz5-9K = VK o = NotOK RESIDENTIAL (Single and Duplex) - =Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s i. coning-seroacKs;-tasemenrs-ri000-slope 2. Ftg., Main; Soils-Steel-Elec. Grnd.-/ /" Ftg. De 3. Ftg., Garage; Soils -Steel-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /"Ftg. De 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fittings -Test -2 way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance-Material-Supprt-Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Card -81 Date Card -B1 Date Card -B1 Date Card -B1 Date Date PLUMBING (Permit) OK except #'s 16. Water Ht. Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchors -Nail Protection 18. D.W.V.; Test-Fttngs & Anchors -Nail Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, 2nd Floor -Tub Access 21. Gas Pipe; Size & Anchors Card -131 Date Card -81 Date Card -131 Date Card -131 Date Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mech. Fasteners -Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/G.F.I. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / /ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral Yes No 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Card -B1 Date Card -131 Date Card -131 Date Card -B1 Date Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnace -Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnace in Attic Card -131 Date Card -81 Date Card -81 Date Card -131 Date Date FRAMING (Plans) OK except #'s 39. Sills, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Header & Beam -Size & Bearing Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. M. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 48, Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd story, 2 exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59, Insulation-Walls-Clg. 60. Infiltration-Walls-Wndws Card -131 Date Card -B1 Date Card -131 Date Card -B1 Date Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes -Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit. Fixt. & Appliance; Grnd. -Air Gap -Cooking Clearance j 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door; Swing -Landing -Closer 73. A.C. Duct in Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 75. Plb., Elec. & Mech. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive •❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No Si. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Openings. 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground I 86. Ventilation throughout House 87. Glass Protection 88. Corrections from Previous Inpections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Of. Energy Compliance Certificate -Other Certificates 92. Roofing Certificate Card -131 Date Card -81 Date Card -131 Date Card -131 Date Card -B1 Date Card -61 Date Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ERMIT NO. 7 County Center Drive - Oroville, Celifornia`95965 - Telephone: 916/538-7541 AN APPWATION D PERMIT v V , ASSESSOR PARCEL NUMBER ZONCING BUILDING PERMIT OWN -1 Ll;"' r ' TELEPHONE 4 5 t t SO. FT. OCC. BUILDING VALUATION OWNE7 -7 LING AD�CL, A C `L '���� CONT^R/AC T�OLJR •S NAME N e—, TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is - Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ L1-� Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS I Penalty $ BUILDING ADDRESS Permit fee $ PLUMBING PERMIT Filing Fee 10.00 n 5 + " Each Trap 2,00 C c O Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP fC Water piping 5.00 Each qas water heater or vent 5.00 /� ,;nTtRUCTURE SF ❑ Duplex[] Oher UQ Carte eP�J E ed SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S W 0.00 ea � TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilitiesp Installation❑ Other ❑ Describe work: I /3 Y6ep it 'Ta- iSf�.ti Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 �IDa Sere 0„ o Me 1. � eOOV OR LESS Main service 100 AMP OR LESS 10.00 Main service EA. ADD•L 100 AMP 2.50 CONTRACTORS LICENSE LAW �rr�c//; .w� 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 J7V 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 CONST. DWELLING OCCUP.N OR ADONS. ACC, BLDGS. , /20sgft TLET NEW CONST R.❑ U CIRCUITS) NO N.R ESID .BRANCH CRC ITS 2.50 ea POWER APPARATUS &I SINGLE OUTLET CIR. I Ex. OCCUp(OUTLETS OR FIXTURES 200501 eAL030 FIXED APPLNS. OR EX. Occup. OUTLETS (RESID,) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �yirin 9 15.00 Permit Fee $ o -•-D WORKMEN'S COMPENSATION INSURANCE I deI e 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. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling g 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. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, ' ts, costs, and expenses which may in any way accrue a iy i asequence of the granting of this permit. Date Sign re of Applicant — Owner tractor ❑ AS ❑ An OSHA permit is required for ezcavati ns over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ TOTAL PERMIT FEE $4pf 0CCUP. CONST.TYPEJ SCNOOLFLOo PARC P s DE This permit is hereby issued under sions of th Butte County Code and/or work in a d ab e r which fees D TO F PUBLIC By PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS 2 Date 73 Receipt No. � WHITE-D.P.W.. YELLOW -ASSESSOR, PINE -INSPECTOR. GOLDENROD -APPLICANT i sewaqe Disposal Water Supply nan -Approved for: Water supply Hold final for: Water Supply Final clearance,O.K. for: e. other bile hom clearance -,*or.._ bedroom MO 4c&L. '`yrt'p ia+:r• '+.`%'1�.��.%-t�. ..;xX.6% r,b ;..f, r: :'-z's7'fe `v: °�- "l�"�'�''�.: �1'U3%s..i^' .Yis�}S.^s'.'+.+t•1.�p, .7'•.t i".,t ..l,�n+i .y,r,.)t•:-; s•t,. `+ii.-;�y...,,�r-.•Ji.'a�`rV7`•r''4+.n:..s... �.r• COUNTY OF BUTTE - DEPARTM64Y,10F PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OR,( yi�LE_&ALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET Permit No. OWNER V) 4- e A. P. No. '39 3 i -- 0767 Proposed Building Use,yll%�r'% Qa /'arc nP.✓ftr 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 mN�j 1. All items have been submit d� 2. Plot plans in duplicate riplicat, signed by preparer of plans........ ~ 3. Complete plans in duplica a/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet sigriature on plans .. 5. Energy Design Compliance and supporting documeritation ......... 6. Statement of Intent for Non -Heated and AC Buildings :............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturer's installation instructions..............................................'�, . ,.. 9. Fees of $ .......................... 10. Chico Urban Area fees paid ......... . . . . . . . . . .. .I. . . . . . . . . . . . . . . . . . . 11. Park fees paid ..................................................... Z&2. School District fees paid .................. 3 -Sanitation approval from % < �, Health Department ... -2- 14. City of Chico plumbing permit ...................................... 15. _lot plan and business license approval from City of City for other requirements) �' -�-_• �- <�+ /�wti�s ►' 4 Planning approval for (A) Use0-6o� (B) Park ing:�i.�.. 17. Wprovements may be requirea lv-3o -?Q (% �><t 5�;;_ 18�%way permit (construction approval required prior to occupancy) ... Pre-Inspec. request to 19. Pre -Inspection for ; required ...... Building inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Comperisation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ......... 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... `5. AL1—li�Ce� 4- Z744a �j o 26. When yora issue the permit, process as follows:f�lail to owner. Mail to contractor. TelephoneR?U!511 1. and hold for pickup at,C�;office. Deliver w./inspector. Other Applicant a- _ Date fes' _ A97 Copy of plans sent Health Dept., Fire Dept., Other f�Da�e The following data must be submitted', -prior to permit iss c le new 't,e, n checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, ow , was advised of above required data bj_�phone__rnall—counter by/__A1_1_5 date Contractor, designer, owner, was advised of above required data by—phone —ma ll—counter by date o� Plans checked by Date Plans approved by C�-� Date �(~ r Sets of plans on hold in File cabinet AP folder Copy—DPW COUNTY OF BUTTE - Department of Public Works 7 County Center *Drive, Oroville, CA .95965 Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid. unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement (yes or no) . 2. I (have/hie-nom) thw E signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: Name Address Phone Type of Work t Signed: Property Owner"' Social Security Number Date - Z. NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we"are per- mitted to issue the permit. —� COUNTY OF BUTTE - 4EPAFiTMENT OF PUBLIC WORKS r 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT P R 7�U�( „/ , c1 ASSESSOR PARCEL NUMBER �. '7 ._ ZONING -- BUILDING PERMIT OW RTme Q /,AG TELEPHONE SQ. FT. OCC. BUILDING VALUAT ' OWNER'S MAILING ADDRESS 7 17 ON=APC SN Lo TELEPHONE CONTRACTOR'S MAILING ADDRESS LJ<j N;C Q /s Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS s T r ea Permit fee $ ' �^ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ❑ Duplex[] MobilehomeW Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00 ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utili ies ❑ Installationa Other ❑ Describe work: ��� — �/ i Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 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 y license is in ful force and effect. / r License No. Classification ^ ❑ 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 OCCUP.81 , New CONiSTR.� A ) h�sgft UC TBI OUTLET NON.RESID .BRA CH CIRCUITS) 2.50 ea /POWER APPARATUS .&) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 200030 Ex. Occup. OUTLETS FIXED P(RESID )REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. �Yirin 15.00 9 Permit Fee $ 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. ❑ 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. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Vegtiletion , 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 CountyotO 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 d County in consequence he granting of this permit. X��%J� Date "� Sig tune of Applicant – Owner ❑ Controctor_25� 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 $ L Energy Inspection Fee $ TOTAL PERMIT FEE $vie occu P. CONST.TYP! SCI L FLOOD L/ PARCEL PD -- ND 139 ! This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR OF PUBLIC By PER EXPIRES D__L]ate the applicable provi- resolutions to do fees have been paid. WORKS Date 7 Receipt No.ZW WHITE-D.P.W.. YELLOW-AS;C;30R. PINK -INSPECTOR. GOLDENROD -APPLICANT A -4`",�'�%�'��r -'+:" - •• .- .:. ,. . +,; ..w=.Yw:�--'�'.,`�.;..t :+fY .4ct.^ �:.kS-�T"l!,�.., ,�'f^�""bi"'RTr't4"�n-Ri� },I.'.y,`.-'t-M`1'ih'�';r"ia �+'iss.",7".""+i :+xc. r-.��...,w..-.-�...--- '^-'[,i-, • t � _ COUNTY OF BUTTE - DEPARTMffN'Ta©;-tPUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILL'E, CALIFORNIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION'DATA SHEET Permit No.� OWNER `-- V ��A. P. -No. Proposed Building Use Building Inspector Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED 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. Energy Design Compliance and supporting documentation ......... 6. Statement of Intent for Non -Heated and AC Buildings .............. 7. Engineered truss details and layout in duplicate (required prior to plan check) 8. Mobilehome installation data including manufacturers installation instructions....................................................... 9. Fees of $ .......................... 1 Chico Urban Area fees paid ........................................ 11. Pares pai ..........--......•............................. 12. - School District fees paid ................. 13. Sanitation approval .from -% Health Department 14. City of Chico plumbing permit ......,.,: ......................... . 15. Plot plan and business license.app o al from City of (see City for other roquir me ents) 16. Planning approval for (A) Use: (B) Parking: ......... 17. Improvements may be required. 18. Driveway permit (construction approval required prior to occupancy) ... 19. Pre -Ins ection for re ulred .. , , Pre-Insperequest to p q � Building Inspector (Date) 20. Contractor's license information (No., Name Style, Classification) ....... 21. Certificate of Workmans Compensation Insurance .................... 22. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ........ ` 23. Recorded copy of Agricultural Acknowledgment Statement ............ 24. Letter of signature authorization ..................................... 25. 26. Wen you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver w/inspector. Other Applicant Date �2 Copy of plans sent Health Dept., Fire Dept,, Other Date The following data must be submitted prior tope�iss a, c%, r —iT N item not checked above). 1. Index permit for above items No. G 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone_Jnail—counter by date Contractor, designer, owner, was advised of above required data by—phone —mal l—counter by date Plans checked by 1 Date Plans approved by 0�61 Date Sets of plans on hold in File cabinet AP folder Copy—DPW BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM (One Form per Building) A.P. Number rjC)-r3�-►� Building Department No. f School District&Adi5o City D County Jurisdiction Property Owner r-)e�zr, ,N-xAi(_/--A/C Project Location /Address f - 7_-1r, ►1 ke-Tnd AA Subdivision Lot Number Residential Development: Sq. Footage C�30,00,DJA a # of Living MHI Addition (Group R) Units )a, -;L . LA," -7/17 Commercial/Industrial: Sq. Footage New Addition (Including Exterior Roofed Areas) '4- /X-2/0 Build "ngN Department( p 7esentative r FDate (Floor Plans reviewed by School District Personnel) District Id No.JVQ,l �, I04 r School District certifies that (rh f.�,�"-(Applicant Name ) ( Phone Number) /`�(A%pvplicant (Street -Address) 034,- & -- . (City) (State) (Zip Code) has complied with the requirements of Resolution No., W__ 1 �')�./� �j�(� square feet. by the payment of $ representing School District Representative r Date PAID BY CHECK NO. REMARKS: r BANK NO PAID BY CASH 1. white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) ELECTRIC GAS -Support Struc. Compaction Test.Req. Service Other Pipe YES! NO YESI NO Size Load Type Size Length Zo A Pa� ROBERTSON ENGINEERING 8536 Elder Creek Rd., Sacramento, CA 95828 Phone: (916) 388-0866 Fax: (916) 388-0740 April 28, 2002 Fabri-Steel West 8355 W. Granite Dr. Granite Bay, CA 95746 Re: Meridan 40'x60' Metal building foundation Chico, CA Dear Sir or Madam, The following are foundation calculations for the steel building at the location above. Gravity load calculations: Worst case reaction: 6,010 lbs With an allowable bearing pressure of 1,000 psf Use a pad footing size of 36"x36"x18" Uplift resistance calculations: Worst case uplift: 3,670 lbs Design uplift = 3,670*1.5 = 5,505 lbs Weight of pad footing =150*3*3*1.5 = 2,025 lbs Uplift on continuous footing: Continuous footing check: Uplift = 5,505-2,025 = 3,480 lbs Length of cantilever = 3,480/300/2 = 5.8 ft Moment on footing = 300(5.8)2/2 = 5,046 ft -Ib = 60,552 in -Ib Ultimate Moment = 60,552*1.7/0.9 =114,376 in -Ib Nominal Moment: M, = As, f,, d -0.59 A"fy fib = 0.2(40,000f15 - 0.59 (2,500 x102�)J - 118 ,741 IN - LB Provide a 12" x18" footing with (1) #4 bar top and bottom. If you have any other questions, feel free to call me. QgOFESs/oN Sincerely, G' v NGS � t o � WjNo. C 58190 m 4Ems. June 30, 2002 Richard M. Robertson, P.E. �,� CIVIL q�FCF CA1-��CQ� meta Ilic,builcling company FABRI-STEEL WEST 05/07/02 8355 WEST GRANITE DRIVE GRANITE BAY CA 95746 JOB NO: 0805-201091 BUILDING SIZE: CS 40' X 60' X 16' JOBSITE: CHICO CA (BUTTE) Gentlemen This is to certify that the above referenced building and its component parts have been designed and fabricated by Metallic Building Co, an AISC Certified Manufacturer, at its AISC certified facility. It has been designed in accordance with the order documents, in general accordance with the ninth edition of the AISC "Manual of Steel Construction" and the 1986 Edition (with 1989 amendments) of the AISI "Cold Formed Steel Design Manual" and with good engineering practice for the following loads. All welding is per the appropriate American Welding Society (AWS) code. Governing Code for application of design loads: UBC 1997 IMP. FACTORS: WIND: 1.0 SEISMIC: 1.0 DEAD LOAD ... weight of metal bldg. structure only as supplied by Metallic Building Co LIVE LOAD BASED ON TRIBUTARY AREA: 0-200 SQ. FT ......... 20 PSF 201-600 SQ. FT- ....... 16 PSF OVER 600 SQ. FT ....... 12 PSF COLLATERAL LOAD......... 0 PSF WIND LOAD ............... 80 MPH EXP B SEISMIC ZONE............ 3 This Letter of Certification applies solely to the steel building and its component parts as furnished by Metallic Building Co and specifically excludes any foundation, masonry, or general contract work. Sincerely, corporote offices: 7301 FAIRVIEW • HOUSTON, TEXAS 77041 • (713) 466-7788 (800) 777-9378 moiling oddress: P.O. BOX 40338 • HOUSTON, TEXAS 77240-0338 • FAX (713) 466-3194 ♦www►►w♦w"►w►r♦♦ww•►►►�♦♦rw►►►w►►rr w►r• ' Auto/Steel Design ' ' A Synercom Technology, Inc. Development " " for NCI Building Systems " Release 7, MOD 4 " ' 2001.07,01.0 ► w .►wrww►rr♦r►►►w►►►rrr♦wwwwrrwww►►►wwrwwrr♦wr Run Start Date 04/20/2002 Time 10:37:54 TITLE - JOB#4668UBB 40 X 60 X 16 3@20.0 12/20/80 EXP, B UBC PROJECT - 4/19/02 ENGR - SHH TYPE - RIGI'D FRAME UNITS OPTIONS INPUT - English OUTPUT - English REPORT OPTIONS ANCHOR BOLTS AND CONNECTIONS FLANGE BRACE REPORT DESIGN SUMMARY REPORT WITH DEFLECTIONS SHORT OUTPUT EXECUTION OPTIONS EXECUTION MODE m ANALYSIS ONLY MAXIMUM.NUMBER OF ITERATIONS = 1 UNITY CHECK RANGE = 0.950 TO 1.050 MAXIMUM SEGMENT SIZE = 2.000 FT COEF. OF LINEAR EXPANSION = 0.0000065000/DEG.F MOD, OF ELASTICITY,E = 29000000, PSI LOCATE FLANGE BRACING = NO . MINIMUM N0, ANCHOR BOLTS = 2 COMMAND LINE OPTIONS /I C:\D6NL1b\4668ubb.dsn /0 C:\DSNLib\4668ubb,dso /N C:\DSNLib\4668ubb,nif /P C:\DsnLib\Plates32.sav r DESIGN INPUT ECHO 3 NCI Building Systems, L.P. PAGE 1 JOB#4668UBB 40 X 60 X 16 3@20.0 12/20/80 EXP. B UBC 04/20/2002 JOB#4668UBB 40 X 60 X 16 3@20.0 12/20/80 EXP. B UBC SHH.4/19/02..... AC,FB.,DF.... SH 311..,...,N SPANS 40. 16.,,0.,8.00,,,8.00,,,,,E 7.292„12.292„ 5B,..W1,,,5B,.„ 55. :12.375,,,,12.375,1.,8.25,20.,,30005,P,S 5A...W1,,,5A,,,,55. 5.,5.,1.33...X,., LOAD FACTORS,20.,100. DEAD LOAD,.04 LIVE LOAD,.240 WIND LOAD,.10.44,PSF,SPEC,0.80,-0.70,-0.70,-0.50 LOAD CONDITIONS 1,2,4,5,11 END a MACRO INPUT ECHO NCI Building Systens, L.P. CYCLE 1 JOB#668UBB 40 X 60 X 16 3@20.0 12/20/80 EXP, B UBC 04/20/2002 SPAN LENGTHS 40.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 LEFT EXTERIOR COLUMN EAVE WALL GIRT .BASE MID MID KNEE BASE TEMP BASE F G HEIGHT SLOPE SIZE DEPTH DEPTH DIST. DEPTH SETTLE DIFF DISPL X R KX . 16.000 0.000 0.000 8.000 0.000 0.000 8.000 0.00 0.00 0.00 G 0.00 GIRT AND BRACE LOCATIONS 7.292 12,292 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 5B W1 5B 55.00 0.00 0.00 RAFTER AT LEFT KNEE 12.375 0.000 0.000 0.000 12375 1.000 8.250 20.000 0.0 30005 P S 0 SECTION 1-FOR RAFTER SECT FLANGE WEB /OUTER FLANGE-/------WEB'----/-INNER FLANGE-/ LENGTH FY FY Kx 5A W1 5A 0.00 55.00 0.00 0.00 0 PURLIN AND BRACE LOCATIONS 5.000 5.000 1.330 X .0 SYMMETRIC FRAME GENERATED WITH CENTERLINE AT X = 19.67 FT m 5 �.r • y i .MACRO INPUT ECHO NCI Building Systems, L.P. JOBMMUBB 40 X 60 X 16 3710.0 12/20/80 EXP. B UBC 04/20/2002 LOAD FACTORS 20.000 100.000 DEAD LOAD 0.040 0.000 0.000 0.000 0.000 LIVE LOAD 0.240 0.000 0.000 0.000 0.000 WIND LOAD 10.440 PSF SPEC 0.800-0.700-0.700-0.500 LOAD CONDITIONS 0 1245110000000000 0.00 0.00 0.00 .0.00 0 LOAD 1 2 DL GLOB Y UNIF 0.00000 -0.01194 0.00000 -0.01194- DLWT LOAD 1 2 WLL GLOB X UNIF 0.00000 0.18033 14.82048 0.18033 WLLX .LOAD 1 2 WLR GLOB X UNIF 0.00000 -0.11271 14.82048 -0.11271 WLRX LOAD 2 3 LL GLOB Y UNIF 0.00000 -0.24322 0.00000 -0.24322 LIVE LOAD 2 3 DL GLOB Y UNIF 0.00000 -0.04054 0.00000 -0.04054 DEAD LOAD 2 3 DL GLOB Y UNIF 0;00000 -0.01187 0.00000 -0.01187 DLWT LOAD 2 3 WLL GLOB X' UNIF 0.00000 -0.01234' 19,73483 -0.01234 WLLX LOAD 2 3 WLL GLOB Y' UNIF 0.00000 0.14812 19.73483 0.14812 WLLY LOAD 2 3 WLR GLOB X UNIF 0.00000 -0.01234 19.73483 -0.01234 WLRX LOAD 2 3 WLR GLOB Y UNIF 0.00000 0.14812 19.73483 0.14812 WLRY LOAD 4 3 LL GLOB Y UNIF 0.00000 -0.24322 0.00000 -0.24322 LIVE LOAD 4 3 DL GLOB Y UNIF 0.00000 -0.04054 0.00000 -0.04054 DEAD LOAD 4 3 DL GLOB Y UNIF 0.00000 =0.01187 0.00000 -0.01187 DLWT LOAD 4 3 WLL GLOB X UNIF 0.00000 0.01234 19.73483 0.01234 WLLX LOAD 4 3 WLL GLOB Y UNIF 0.00000 0.14812 19.73483 0.14812 WLLY LOAD 4 3 WLR GLOB. X UNIF 0.00000 0.01234 19..73483 0.01234. WLRX LOAD 4 3 WLR GLOB Y UNIF 0.00000 0.14812 19.73483 0.14812 WLRY LOAD 5 4 DL GLOB Y UNIF 0.00000 -0.01194 0.00000 -0.01194 DLWT LOAD 5 4 WLL GLOB X UNIF 0.00000 0.11271 14;82048 0.11271 WLLX LOAD 5 4 WLR GLOB X UNIF 0.00000 -0.18033 14.82048 -0.18033 WLRX END LOAD CONDITION ARRAY 1 DL 100: LL 100. 0.. 0. 2 DL 100. WLL 100. 0. 0. 3 ' DL 100, LL 50. WLL 100. 0. 4 DL .100. WLL 50, -LL 100. 0. 5 DL 100. LL 50. WLR 100; 0. LOAD CONDITION DESCRIPTIONS 1 DEAD + LIVE LOAD 2 DL + WLL 3 DL + 1/2LL + WLL 4 DL + 1/2WLL + LL 5 DL + 1/2LL + WLR m 5 �.r • y i FRAME DESIGN DATA NCI Building Systems, L,P, 'JOB04668UBB 40 X 60 X 16 3@20,0 12/20/80 -EXP, B UBC 04/20/2002 CONFIGURATION (SYMMETRIC FRAME) BUILDING WIDTH = 40,00 FT NUMBER OF SPANS = 1 SPAN WIDTHS (FT) = 40,00 DESIGN BAY SIZE = 20,00 FT LEFT EAVE HEIGHT 16.00 FT . RIGHT EAVE HEIGHT 16.00 FT LEFT COLUMN SLOPE 0,00 /12 LEFT RAFTER SLOPE- = 1.00 /12 RIGHT RAFTER SLOPE - = -1,00 /12 RIGHT COLUMN SLOPE 0,00 /12 GIRT DEPTH 0.00 IN PURLIN DEPTH = 8,25 IN LOADINGS „ , DEAD LOAD = 2.000 PSF LIVE LOAD = '12,000 PSF WIND 10AD = 10,440 PSF WIND LOAD PARAMETERS'— WIND LOAD METHOD = SPEC WIND INTENSITY = 10,44 PSF MEAN ROOF HEIGHT = 16,00 FT WIND LEFT COEFFICIENTS = 0,80 -0,70 -0,70 . -0,50 FOR WLL . WIND RIGHT COEFFICIENTS = 0,80 -0.70 -0,70 -0,50 FOR WLR LOAD CONDITIONS LOAD CONDITION 1 - DEAD + LIVE LOAD LOAD CONDITION 2 =.DL + WLL LOAD CONDITION 3 = DL + 1/2LL + WLL r LOAD CONDITION 4 = DL + 1/2WLL + LL LOAD CONDITION 5 = DL + 1/2LL + WLR NCI Building Systems, L.P. I I G N SUMMARY REPORT • PAGE N0. - 1 JOB#K4668UBB 40 X 60 X 16 3@20.0 12/20/80 EXP. B UBC" ------------------------------------------------------------------------------------------------------------------------ DATE 04/20/2002 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 1 - DEAD +.LIVE LOAD SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER ------ NUMBER ------ (KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 -------- 6.011 -------- -------- 1.680 0.000 -------- 0.000 -------- 0.000 2 2 -0.010 -0.224 3 3 -2.749. 0.000 4 4 -0.010 0.224 5 5 6.011 -1.680 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 2 - DL + WLL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER .(KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 -2.530 -2.952 0.000 0.000 0.000 2 2 0.005 3.204 3 3 0.941 3.127 4 4 0.002 3.050 5 5- -0,894 =1.391 0.000. 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 3 - DL + 1/?LL + WLL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION . REACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 -0.]30 -2.261 0.000 0.000 0.000 2 2 0.000 3.112 3 3 -0.190 3.127 4 .4 -0.002 3.142, 5 5 1.506 -2.082 0.000 0.000 '0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 4 - DL + 1/2WLL + LL SECTICN MEMBER VERTICAL HORIZONTAL MOMENT - VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION . DEFLECTION DEFLECTION ` NUMBER ------ NUMBER ------ (KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 -------- 4.141 ---------------- 0.055 0.000 -------- 0.000 -------- 0.000 2 2 -0.007 1.398 3 3 -2.035 1.564 4 4 -0.009 1.729 5 ------------------------------------------------------------------------------------------=----------------------------- 5 4.959 -2.226 0.000 0.000 0.000 NCI Building Systems, L.P. D I G N SUMMARY REPORT PAGE NO, - 2 JOB94668UBB_40 X 60 X 16 3a20,0 12/20/80 EXP, B UBC --------------------------------------------------------------=----------------------------------------- DATE 04/20/2002 . 8 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 5 - DL + 1/2LL + WLR r SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION', NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 1.506 2,082 0.000 0,000 0,000 2 2 -0.002 -3,142 3 3 -0,190 -3,127 4 4 0.000 -3,112 5 5 -0,130 --------------------------------------------------------=-------------------------------------------- 2,261 01000 0,000 0.000 D I G N SUMMARY REPORT NCI Building Systems, L.P. PAGE NO, - 3 JOB#4668UBB 40 X 60 X 16 3@20.0.12/20/80 EXP. B UBC DATE 04/20/1002 9 ---------------------- ------------------------------- ------------------------------------------------------------------- EXT.COLUMN 1- 2 LENGTH 14.82 FT MEMBER ANGLE 90,00 DEG. TEMP DIFF 0, DEG.F RELEASES 0 WEIGHT 177, LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD N0, (FT) FLG WEB SEG SIZE START END OR SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 14.33 55,0 8 1,79 FT 8,00 IN 8.00 IN 5.000 x 0.2500 0.1345 5.000 x 0.2500 0,854 14,3 FT 1 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES--' --ALLOWABLE STRESSES--, --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL.' LOAD FORCE ALLOW, - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXI.AL BENDING BENDING COND (KIPS) (KIPS).T 1 5,84 --------------------------------------- -24.07 20.78 35.29 35.29 ---------------------------------------------------------------------------------.. 1.66 -27,33 27.33 0,08 0,77 0.77 2 2.95 27,18 RAFTER 2- 3 LENGTH 19.73 FT MEMBER ANGLE 4,76 DEG TEMP DIFF 0. DEG,F RELEASES 0 WEIGHT 234, LB SECTION LENGTH YIELD NO, SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR SECTION THICKNESS INNER FLANGE UNITY CK DIST COND ] 19.44 55.0 - 10 1.94 FT 12.38 IN 12.38 IN 5.000 x 0,1875 0.1345 5.000 x 0,1875 0.888 18.8 FT 1 (.CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES--' --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR--=--- D SECTION FORCE MOMENT 'FA FBO . FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) . (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 .1.70 29.72 23.82 28.59 33,00 . 0.49 24.79 -24.79 0.02 0,87 0.75 1 5.59 16.86 RAFTER 4- 3 LENGTH 19.73 FT MEMBER ANGLE 175.24 DEG TEMP DIFF 0. DEG,F RELEASES 0 WEIGHT 234. LB SECTION LENGTH YIELD NO, SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO... (FT) FLG WEB SEG SIZE START END OR SECTION 'THICKNESS INNER -FLANGE UNITY CK DIST COND -1 19.44 55.0 10 1.94 FT 12.38 IN 12.38 IN 5.000 x 0,1875 0.1345 5.000 x 0.1875 0.888 18.8 FT 1 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW, NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 1.70 29.72 ------------------------------------------------------------------------------------------------------------------------ 23,82 28.59 33.00 0,49 '24,79 -24.79 0,02 0,87 0.75 1 5.59 16,86 D •IG SUMMARY REPORT NCI Building Systems, L.P.' • PAGE N0. - 4 JOB#4668UBB 40 X60 X 16 3@20,0 12/20/80 EXP, B UBC ------------------------------------------------------------------------------------------------------------------------ DATE 04/20/2002 10 EXT.COLUMN 5- 4 LENGTH 14.82 FT MEMBER ANGLE 90,00 DEG TEMP DIFF 0. DEG,F RELEASES 0 WEIGHT •177, LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR SECTION THICKNESS .INNER FLANGE UNITY CK DIST COND 1 14.33 55.0 8 1.79 FT 8.00 IN ' 8.00 IN 5.000 x 0.2500 0,1345 5,000 x 0,2500 0,854 14,3 FT 1 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- . --MAXIMUM STRESSES--- --UNITY CHECK.COMPONENTS-- ----WEB SHEAR-=---- D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO. FBI OUTER FL, INNER FL, LOAD FORCE ALLOW; - N0, (KIPS) (KIP -FT) (KSI) ° (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 . 5.84 -24.07 20.78 35.29 35,29 1.66 -27.33 27;33 0,08 0.77 0,77 ------------------------------------------------------------------------------------------------------------------------ 5 2.26 ' 27.18 FRAME WEIGHT (EXCLUDING CONNECTIONS, CLIPS AND FLANGE BRACES) IS 822, LB 0 0 I�NGE BRACE .REPORT • NCI Building Systems, L.P, PAGE NO, JOB#4668UBB 40 X 60 X 16 33x120.0 12/'20/80 EXP. B UBC DATE 04/20/2002 Locate Flange Bracing Option: OFF ---------------------------------------------------------------------------------------------------------------------- COLUMN 1 - 2 GIRTS LOCATED AT 7,29FT 12,29FT BRACED AT X X RAFTER 2 - 3 PURLINS LOCATED AT 4,68FT 9.70FT 14,72FT 18,40FT 19,74FT BRACED AT X X X X RAFTER 4 - 3 PURLINS LOCATED AT 4,68FT 9,70FT 14,72FT 18,40FT 19.74FT BRACED AT X X X X COLUMN 5 - 4 GIRTS LOCATED AT 7,29FT 12,29FT BRACED AT X X ---------------------------------------=------------------------------------------------------------------------------ Desi � gn Thk.: 16 ga= 0.059, 15 ga= 0.065, 14 ga= 0.070, i*ga= 0.085, 12 ga= 0.10, MIDWEST METALLIC PAGE 1 12 *** PURLIN DESIGN *** JOB NUMBER : 4668UBB ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING.(FEET) :3@20.00 INSET LEFT (FEET) .667 INSET RIGHT (FEET) .667 PURLIN EXTN LEFT (FT.): .00000 PURLIN EXTN RIGHT (FT.) .00000 ROOF SLOPE :1.000/12 HORIZONTAL SPACING (FT.): 5.00000 PURLIN DEPTH (INCH) : 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** DEAD "LOAD (PSF) 2.00 LIVE LOAD (PSF): 20.00 WIND VELOCITY PRESSURE (q): 10.440 PSF SPECIAL WIND COEFF.: -1.00 MAX. COMBINED SHEAR -AND BENDING UNITY CHECK :1.035 MAX. SHEAR OR BENDING UNITY CHECK :1.035 MAX. DEFLECTION LIMIT PER SPAN L/150. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP WIND DL + WL DL + LL '- # ---- LENGTH -------- LEFT ------ . SECTION ------- RIGHT ------- COEF. (KLF) (KLF) 1 .6667 .0000 8216 .0000 ------- -1.0000 ------- -.0424 -----=1 -------- .1096 .2 19.3333 .0000 8Z16 .3125. -1.0000 -.0424 .1096_ 3 20.0000 .3125 8216 .3125 -1.0000 -.0424. .1096 4 19.3333 .3125 8216 ..0000 -1.0000 -.0424 .1096 5 ..6667 .0000 8Z16 ..0000 -1.0000 -.0424 .1096 • 13 INSIDE BRACES 1@.6667 1@19.3333 1@20.0000 1@19.3333 *** FLANGE BRACE INFORMATION *** -SPAN NOLENGTH OUTSIDE SPAN NO (FT.) BRACES 1 .667 1@.6667 2 19.333 20@1.0000 3 20.000 20@1.0000. 4 19.333 20@1.0000 5 .667 1@.6667 • 13 INSIDE BRACES 1@.6667 1@19.3333 1@20.0000 1@19.3333 •*** PURLIN DESIGN *** JOB NAME: 4668UBB 41 LOADING COMBINATION -- DL+LL PAGE 2 14 --------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! U K -FT! ---------------------------------------------------------------------- KIP ! MOMENT(Ma) SHEAR'(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .00! .00 .00 ! .00 .00 .00! .!LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! ..00 .00 .00! !RS! --------------------.------------------------------------------------=-------- -.02! -.07! 4.97 2.28 03 .00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! U ---------------------------------------------------------------------------" K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -.02!*' .96! 4.97 2.28 ! .42 .00 .18! !LL! .00! .00! .00 .00, ! .00' .00 .00! 2!FM! 4.18! .00! 4.97 2.28` ! .00 .84 ..84! 200 - !RL! -1.59! -1.12! 4.97 2.28 ! .49 .32 .34! !RS! -------------------------------------------.----------7------------------------ -1.94! -1.16! 9.94 4.57 ! .25 .20 .10! SP!LO!MOMENT! SHEAR! `ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! P ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -1.94! 1.10! 9.94. 4.57 ! .24 .20 .10! !LL! -1.61! 1.06! 4.97 2.28. ! .46 .32 .32! .3!FM! 3.546 .00! 4.97 2.28 ! ..00 .71 .71! 242 !RL! -`1.61! -1.06! 4.97 2.28 ! .46 .32 .32! !RS! --l.94! -------------------------------7-------------------7------------------------ -1.10! 9.94 4.57 ! .24 .20 .10! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! -----------------------------------------------------------------------=------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -1..94! 1..16! 9.94 4.57 ! .25 .20 .10! !LL!* -1.59! 1.12! 4.97 2.28 ! .49 .32 .34! 4!FMl. 4.18! .00! 4.97 2.28 ! .00 .84 ..84! 200 !RL! .00! . 00 !. .00 .00 ! . 00 ` .00 .0.0 ! !RS! ------------------------------------------------------------------------------- -.02! -.96! 4.97 2.28 ! .42 .00 .18! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! U --.------------------------- K -FT! KIP ! 'MOMENT(Ma) ------------------------ SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -.02! .07! 4.97 2.28 ! =--------------------------- .03 .00 .001 !LL! .00! .00! .00 .00 ! .00 .00 ..00! 5!FM! .00! .00! .00 .00 ! .0.0 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .001 !.RS! .00! .00! .00 .00 ! .00 .00 .001 .*** PURLIN DESIGN *** JOB NAME: 4668UBB PAGE 3 LOADING COMBINATION -- DL+WL SP!LO!MOMENT! SHEAR! ----------------------7------------------------------ ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! U K -FT! -------------------------------------------------------------------- KIP'! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND . COMB! -L/-. !LS! .00! .00! .0.0 .00 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00!. .00 .00 ! .00 .00 .00! !RS! 01.! .03! 6.63 3.05 ! .01 .00 .00! SP!LO!MOMEN SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! -------------------- ------------------ UNITY CHECKS ! 7- DEFL ! #! ---------------------------------------------------=---------------------- 'K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/-. !LS! .01!* -.28! 6.63 3.05 ! .09 .00. .01! !LL! .00! .001 .00 .00 ! .00 .00 .Qo! 2!FM! -.89! 00! 3.31 -3.05 ! .00 .27 .00! 1611 !RL! 2.42! .53! 6.63 3.05 ! :17 .37 16! !RS! -7 ---------------------------------------------------------------------------- 2.59! .54! 13.25 6.09 ! .12 .20 .05! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS !.DE.FL !.#! -----------------------------------=------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.59!. -.42! 13.25 6.09 ! .09 .20 .05! !LL! 2.46! -.41! 6.63 3.05 ! .13 .37 16! 3!FM! .47! .00! 6.63 .3.05 ! .00 .07 .07! 9999 !RL! `2.46! Al! 6.63 3.05 ! .13 .37 .16! !RS!. 2.59! .42! 13.25 6.09 ! .09 .20 .05!' SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.59! -.54! 13.25. 6.09 ! .12 .20 ---------- .05! !LL!. 2.42! -.53! 6.63 3.05 ! .17 .37 .: .16! 4!FM! 7.89! .00! 3.31 3.05 ! .00 .27 .00! 1611 !RL! .00! .00! .00 .00 ! .00. .00 .00! !RS! .01! .28! 6.63 3.05 ! .09 .00 .01! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES !. UNITY CHECKS ! DEFL '.!4! ----------------------------------------------------------------------------=-- K -FT! KIP ! MOMENT(Ma) . SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .01! -.03! 6.63 3.05 ! .01 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 5!FM!, .00! .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! 15' Design Thk.: 16 ga= 0.059,105 ga= 0.065, 14 ga= .0.070,ga= 0PAGE 0.085, 12 ga= 0.10 MIDWEST METALLIC 1 ` *** EAVE STRUT DESIGN *** 16 JOB NUMBER : 46-68UBB' ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :3@20.00 BAY SPACING (FEET) INSET LEFT (FEET) .6670 INSET RIGHT (FEET ) .6670 EAVE EXTN LEFT (FT.) .0000 EAVE EXTN RIGHT (FT.) .0000 ROOF SLOPE :1.000/12 HORIZONTAL SPACING (FT.) :.2.5000' EAVE STRUT DEPTH (INCH) 8.00 TOP FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** DEAD LOAD (PSF) 2.000 LIVE LOAD (PSF):20.000. .WIND VELOCITY PRESSURE (q): 10.4.40 PSF SPECIAL WIND COEFF.:-1.300 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1.030 .MAX. SHEAR OR BENDING UNITY CHECK :1.030 MAX. DEFLECTION LIMIT PER SPAN .L/100. SPAN LENGTH SECTION AREA MOMENT, WIND DL .+ WL DL .+ LL -FT- NAME. IN. SQ. INERTIA COEF (KLF) (KLF) 1 .67 8ES14 1.256 12.92. -1.3000 -.0291. .0548' '. 2 19.33 8ES14 1.256 12:92 -1.3000 -.0291 .0548 3 20.00 8ES14 1.256 '.12.92 -1:3000 -.0291 .0548 4 19.33 8ES14 1.256 12.92 -1.3000 -.0.291 .0548 5 .67 8ES14 1.256 12.92 -.1.3000 -.0291. .0548 *� EAVE STRUT DESIGN *** JOB NAME: 4668UBB PAGE 2 17 **** DEAD + LIVE LOAD **** SP.!LO!MOMENT! ----------------------------------------------------------- SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! U K -FT! KIP ! MOMENT(Ma) ------------------------------------------------ SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! :00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 ..00 !. .00 X00 .00! -161 RS! -.01! .04! -------------------------------------------------------------- 6.96 3.58 ! .01 .00 :01! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! P -------------------------------------------=--------------------=--------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -.01! ..53! 6.96 3.58 ! .15 .00 ..15! �. 2!FM! 2.55! .00! 6.95 3.58 ! .00 .37 .37.! -514 RS! 00! -.53! 6.96 3.58.! .15 .00 .15! SP!LO!MOMENT! SHEAR! ALLOWABLE 'FORCES ! -------------- UNITY CHECKS ! -------- DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! .-L/- !LS! .00! .55! 6.95 3.58 ! .15 .00 .15! 3!FM! 2.74! .00! 6.95 3.58 ! .00 .39 .39! -463 1 RS! --------------------------- .00! -.55! 6.95 ---------------- 3.58! .15 00 .15! SP!LO!MOMENT! SHEAR! ALLOWABLE ------------------------------------- FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP.! MOMENT(Ma) . SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! ------------------------------------------------------=---------------- `.00! .53! 6.96 3.58 ! .15 .00 .15! 4!FM! 2.55!'. .00! 6.95- 3..58 ! .00 .37 .37! -514 RS! -.01! ------------- -.53! 6.96 -------------------------------------------------------- 3.58 ! .15 .00 .15! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #! K -FT! ------------------------------------- •KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/-, -.01! -.04! 6.96 3.58 ! ---------------------------- -01 .00 .01! 5!FM! .00! .00! .00 .00 ! .00 .00 ,00!-.161 RS! .00! .00! .00 .00 ! .00 .00 .00! *� EAVE STRUT DESIGN *'** JOB NAME: 4668UBB PAGE 3 18, **** DEAD + WIND LOAD **** SP!LO!MOMENT! SHEAR! ---------------------------------------------------------- ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! KIP ! MOMENT(Ma) -----------------------------------------=-----=---------- SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! . .00! .00 00 ! .00 .00 .00! !!FM! .00! .00! .00 .00 ! .00 .00. .00! 304 RS! .01! -------------------------------------------------------------------- -.02! 9.28 4.77 ! .01 .00 ' .01! SP!LO!MOMENT! SHEAR!: ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! P K -FT! ---------------------------------------------------------------------- KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB!. -L/-' !LS! Ol! -.28! 9.28 4.77,! .08. .00 .08! 2! FM!. -1.35! .00! 3.73 4.77 ! .00 .36 .36! 970 RS! ------------------------------- .00! .28! 9.28 ----------- 4.77 ! .08 .00 .08! SP!LO!MOMENT! SHEAR! 7 ALLOWABLE ------------------------ FORCES" ! UNITY CHECKS ------------- ! DEFL ! #! ----------------------------- K -FT! KIP ! MOMENT(Ma) ------------------------------------------------- SHEAR(Va) ! SHEAR 'BEND COMB! -L/- !LS! .00! .-.29! 9.27 4.77 ! .08 .00 .08! 3!FM.! -1.45! .00! 3.72 4.77 ! .00 .39 .39! 874 RS! -------------------------------------- .00! .29! 9.27 4.77'! .08 .00 .08! . SP!LO!MOMENT! SHEAR! ALLOWABLE .------------------------------------------ FORCES ! UNITY CHECKS ! DEFL ! #! --------------------------------------------=-------------------------------- K -FT! KIP ! MOMENT(Ma) . SHEAR(Va) ! SHEAR BEND COMB! -L/- . !LS! '.00! -.28! 9.28 4.77 ! ..08 .00. .08! 4!FM! -1.35! .0.0!. 3.73. 4•.77 ! .00 .3.6 .36! 970. RS! --------------------------------- .01! .28,! 9.28 4.77. ! .08 ..00 .08! SP!LO!MOMENT! SHEAR! ---------------------------------------- ALLOWABLE FORCES ! UNITY CHECKS ! ------- DEFL ! P K -FT! ---------------------.----------------------------------------------- KIP-! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .01! .02! 9:28 4.77 ! .01 .00 .01! 5!FM! .00! ..00! .00 .00 ! .00 .00 .00! 304 RS! .00! .00! .00 .00 ! .00 .00 .00! Design Thk.: 16 ga= 0.059,05 ga= 0.065,'14 ga= 0.070, ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** GIRT DESIGN *** 19 *** FRONT SIDEWALL *** JOB NUMBER : 4668UBB ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :3@20.00 INSET LEFT (FEET)• .6667 ROOF SLOPE 1.00/12 GIRT DEPTH (INCH) :-8.00 OUTSIDE FLANGE BRACED .AT 1.00 .FEET INSET.RIGHT (FEET) .6667 'MAX. TRIBUTARY SPACING (FT.) 6.6458 GIRT CONDITION :FLUSH ***. DESIGN CRITERIA *** ***, CRITICAL ROW SUMMARY *** WIND VELOCITY PRESSURE•(q): -10.44 PSF SPAN WIND LOAD PRESSURE COEFF. : . .90 'WIND LOAD SUCTION COEFF. :- MAX. COMBINED SHEAR AND BENDING.UNITY CHECK 1.03 RIGHT MAX. SHEAR OR BENDING UNITY CHECK .0000 1:03 :0000 MAX. DEFLECTION LIMIT PER SPAN :L/ '90. .0000 SPAN BAY MAX PRESSURE. SUCTION PRESSURE SUCTION N0. ---- SPACING TRIB SPA ------- -------- COEF -------- COEF (KLF) (KLF).., 1 19.3333 6.6458 .9000 ------- -.9000 -------- .0624 ------- -:0624 2 20.0000 6.6458 .9000- -.9000 .0624 .-.0624 3 19.3333 6.6458 .9000 -.9000- .0624 -."0624 *.** LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING LONG CLIP. ***, CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT 1 19.3333 .0000 8216 :0000 2 20.0000 .0000 8216 .0000 3 19.3333 .0000 8Z16 .0000 .m f 4 *** FLANGE BRACE INFORMATION 20 SPAN NOLENGTH OUTSIDE INSIDE SPAN NO (FT.) BRACES BRACES 1 19.333 20@1.0000 1@20.0000- @20.00002 2 20.000 20@1.0000 1@20.0000 3 19.333 mai nnnn f 4 *** GIRT DESIGN *** *** FRONT SIDEWALL *** • JOB NAME: 4668UBB PAGE 2 LOADING COMBINATION -- WLP ------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! 'UNITY CHECKS ! DEFL ! #! K -FT!' ----------------------------------------------------------------------- KIP.! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .45! 6.63 3.05 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00. .00 .00! 1!FM! 1.65! .00! 6.63 3.05 ! .00 .25 .25! 633 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ----------------------------------------------------------------------==----- -2.45! -.72! 6.63 3.05 ! .23 .37 .191 SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS, ! DEFL. ! P --------7---------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/= !LS! -2.45! .59! 6.63 3.05 ! .19 .37 .17! !LL! .00!• .00! .00 .00 ! .00 00 .00! 2!FM! .31! .00! 6.63 3.05 ! .00, .05 .05! 4552, !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -------------- -2.45! -.59! ------------------------------------------------------ 6.63 3.05 ! .19 .37 .17! SP!.LO!MOMENT! SHEAR_ ! ALLOWABLE FORCES ! UNITY.CHECKS -- --------- ! DEFL ! #! -------- K -FT! ----------------------- KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -2:45! .72! ------------------- 6.63 3.05 ! .------------------------------ .23 .37 .19! !LL! ..00! .00! .00 .00 ! .00 -.00 .00! 3!FM! vl.65! . .00.! 6.63 3.05 ! .00 .25 .25! 633 !RL! -.00! .00! .00 .00 ! .00 .00 .001 !RS! .00! -.45! 6.63 3.05 ! .15 .00 :02! 21 ** GIRT 'DESIGN *** **.* FRONT.SIDEWALL *** JOB NAME: 4668UBB LOADING COMBINATION -- WLS 0 PAGE 3 ---------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS' ! DEFL ! U K -FT! KIP I -------------------------------------------------------------- MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00!. -.45! 6.63 3.05 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -1.65! .00! 3.31 3.05 ! .00 .50 .00! 633 .!RL! .00! .00! .00 .00 .. ! .00 .00 .00! !RS.! 2.45! ..72! 6.63 3.05 ! .23 .37 .19! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! -------------------------- UNITY CHECKS ! - DEFL ! U -------------------------------------------------------------------------=----- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) !. SHEAR BEND COMB!..-L/- !LS! 2.45! -.591 6.63 3.05 ! .19 .37 .17! !LL!. .00! .00! 00 .00 ! .00 .00 00! 2!FM! -.31!' .00! 3.31. 3.05, ! .00. .09 ..00! 4552 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ------------------------------------------------------------------------------- 2:45! .59! 6.63 3.05- ! .19 .37 .17! SP!LO!MOMENT! SHEAR! ALLOWABLE.FORCES ! UNITY CHECKS ! DEFL ! U K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.45! .-.72! 6.63 3.05 !. .23 ---------------- .37 .19! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -X1.65! .00! 3.31 3..05 ! .00 .50 .00! 633 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! .45! 6.63 3.05. ! .15 '..00 .02! 22 Design Thk.: 16 ga= 0.059,b ga= 0.'065, 14 ga= 0.070, a= 0.085., 12 ga= 0.10 MIDWEST METALLIC PAGE 1' *.** GIRT DESIGN *** 23 *** LEFT ENDWALL *** JOB NUMBER 4668UBB ( OPTIMIZE SHORT ONLY,) *** GEOMETRIC DATA *.** BAY SPACING (FEET) : 12.000,16.000,12.000 INSET LEFT '(FEET) .8438 INSET RIGHT (FEET) 8438 ROOF SLOPE .00/12 MAX'.'TRIBUTARY SPACING (FT.) 6.6458 GIRT DEPTH (INCH) 8.00 GIRT CONDITION :FLUSH OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -10.44 PSF WIND LOAD PRESSURE COEFF. :90 WIND LOAD SUCTION COEFF. :90 MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03 MAX. SHEAR OR BENDING UNITY CHECK 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN " BAY MAX PRESSURE SUCTION PRESSURE SUCTION NO.. SPACING TRIB SPA COEF COEF (KLF) (KLF) 1 11.1563 6.6458 .9000, .-.9000 .0624 -.0624 2 16.0000 6.6458 .9000 -.9000 .0624 -.0624 3.. 11.1563 6.6458 .9000 -.9000 .0624 -.0624 ***. LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT 1 10.6146 .0000 8Z16 ..0000 2 15.4583 .0000 8Z16 .0000 3 10.6146 .0000 8Z16 .0000 ol 24 *** FLANGE BRACE INFORMATION *** SPAN NOLENGTH OUTSIDE SPAN NO (FT.) BRACES 1 10.615 12@1.0000 2 15.458 16@1.0000 3 :10.-615 12@1.0000 ol 24 *** GIRT DESIGN *** *** LEFT ENDWALL *** • JOB NAME: 4668UBB PAGE 2 LOADING COMBINATION WLP ----------------------------------------------------------------------------SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! -UNITY CHECKS ! DEFL ! #! K -FT! ------------------------------------------------------------------------= KIP ! MOMENT(Ma) SHEAR(Va).! SHEAR BEND COMB! -L/- !LS! .00! .33! 6.63 3.05 ! .11 .:00. .01! !LL! .001 .00! .00 .00 ! .00 .00 .00! 1!FM! .88! 00! 6.63 3.05 ! .00 .13 .13! 1634 !RL! 00! .00! .00 .00 ! .00 .00 .00! !RS! .00! --------------------------------------------------------7------------- -.33! 6.63. 3.05 ! .11 .00 .01! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! -------------------------------------------------------------------------=- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR 'BEND COMB! . -L/- !LS! .00! .48! 6.63 3.05 ! .16 ..00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 1.87! .00! 6.63 3.05 ! .00 .28 .28! 529 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .00! ------------------------------------.-------------------------------- -.48! 6.63 3:05 ! 16. 00 .03! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va)-! SHEAR BEND COMB! -L/-. !LS! .00! .33! 6.63 3.05 ! .11 .00. ,01! !LL! .00! .00! .00 .00 ! .0.0 ..00 .00! 3!FM! `.88! .00! .6.63 3.05 !' .00. .13 ..13! 1634 !RL! .00! .00! .00 .,00 ! .00 .00 .00! !RS! .00! -.33! 6.63 3.05 ! .11 .00 .01! 25 JOB NAME: 4668UBB LOADING COMBINATION -- WLS GIRT DESIGN *** • LEFT.ENDWALL *** PAGE 3 -------------------------------.------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! .. DEFL ! U ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.33! 6:63 3.05 ! .11 .00 .01! !LL! .00! .00! .00 .00 ! .00' .00 .00! 1!FM! -.88! .00! 3.31 3.05 ! .00 .27 .00! 1634 !RL! .00! .00! .00 .00 ! 00 .00 1.001 !RS! ------------------------------------------------------------------------------- .00! .33! 6.63 3.05 ! .11 .00 .01! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! 'UNITY CHECKS ! DEFL ! U. ----------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.48! 6.63 3.05 ! ---- --------------'-------------- .16 .00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -1.87! ..00! 3.31- 3.05 1 .00 .56 .00! 529 !RL! .00! .00! 00 .00. ! .00 .00. .00! !RS! -----------------------------------------------=-----------------------------=- .00! .48! 6.63 3.05 ! .16 .00 .03! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL. ! U ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND -COMB! -L/- !LS! .00! -.33! 6.63 3.05 ! .11 .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! `-.88! .00! 3.31 3.05 ! .00 ..27 .00! 1634 !RL! .00! .00!. .00 .00 !. .00 .00. .00! !RS! .00! .33! 6.63 3..05 ! .11 .00 .01! 26 Design Thk.: 16 ga= 0.059,-15 ga= 0.064 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10 MIDWEST ITALLIC • *** COLUMN DESIGN *** *** LEFT ENDWALL *** JOB NUMBER : 4668UBB 27 ( ANALYSIS ONLY ) *** GEOMETRIC DATA. *** BAY SPACING (FEET) 12.000,16.000,12.000 BAY SPACING (FEET) . TS EAVE HEIGHT (FEET) 16.00 BS EAVE HEIGHT (FEET) 16.06 FS TO RIDGE (FEET) 20.000 FS ROOF SLOPE': 12 ,1.00 END FRAME (BF,MF) BF GIRT CONDITION FLUSH PURLIN DEPTH (INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 ENDWALL BRACING TYPE C # BAYS 1 LOCATION :A *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): 10.44 PSF BUILDING COND. '(E,P,O): E COLUMN DEFLECTION LIMIT L/ 90. SPCL.EW COL.PRES.COEF:< .900 SPCL.EW COL.SUCTION COEF. -.900 SHEAR + BENDING LIMIT : 1.03 SHEAR OR BENDING LIMIT 1.03 *!* LOADING COMBINATIONS *** .-1.DL+LL 2.DL+WLP 3.DL+WLS *** DESIGN RESULTS AND WIND LOADING *** COL SECTION ANAL'. TRIB. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION # SIZE LENGTH SPACING HEIGHT COEF. COEF. (KLF) (KLF) ----------------- ------------------------- ------- 1 8X3.5C16 15.392 6.000 16.250 .900 -.900 .056 .056 2 8X3.5C14 16.310 14.000 17.083 .900 -.900 .132 -.132 3 8X3.5C14 16.310. 14.000 ..17.083 .900 -.900 .132 -.132 4 8X3.5C16 15.392 6.•000 16.250 .900. -.900 .056 -.056 *** COLSIGN **• *** LE DWALL *** • JOB NAME: 4668UBB PAGE 2 *** COLUMN NUMBER 1 SIZE : 8X3.5C16 *** G1 (FEET) = 7.292 np I I AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER 1 UNITY 1 DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK 1 L/ ----I----1------- -------- I ------- ------ ----------- I ----- ----- ------I-------I---- 1 ( FM 1 1.10 .37 1 9.11 4.84 4.32 2.141 .12 .08 .09 1 .21 1 0 1 1 G1 I 1.10 .17 1 7.79' 4.84 4.41 2.141 .14 .04 ..04 1 .18 I 2 I FM I .-.51 -1.84 1 42.79 6.45 5.76 2.861 -.01 .28 .32 1 .33 1-738 2 1 G1 1 -.51 -1.75 1 42.79 . 6.45 5.88 2.861 -.01 .27 .30 1 .31 1 3 I'FM 1 -.51 1.58 1 42.79 6.45 5.76 2.861 -.01 .25 .28 1 .26 1 738 3 1 G1 1 -.51 1.58 -1 42.79 6.45 5.88 2.861 -.01 .25. .27 1 .26 1 *** COLUMN NUMBER : 2 SIZE : 8X3.5C14 *** G1 (FEET) = 7.292 I I AXIAL BENDING 1<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB 1 MAX LOADI ' I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR 1 OUTER. -INNER I UNITY 1 DEF COMBILOC I kips kip -ft 1 kips kip -ft kip -ft kips (AXIAL 'FLGE. FLGE. 1 CHECK 1 L/ ----I----I--------------- I ------- ------ ----------- I ----- ----- ------ ------- I I FM I 3.50 1.17 1 11.65 6.39 5.68 3.581 .30 .18 .21 1 .51 1 0 1 1 G1 1 3.50. .52 1 10.00 6.39 5.80 3.581 .35 .08 '.09 I .44 I , 2 1 FM 1 -1.61 -4.91 1 50.77 8.52 7.58 4.771 -.03 - .58 .65 1 .68 1'-314 2 I G1 1 .-1.61 -4.57 1 50:77 8.52 7.73 4.771 -.03 .54 .59 1 .62 1' 3 I FM 1 -1.61 4.08 1 50.77 8.52 7.58 4.771 -.03 .48 .54 1 .51 1 314 3 1 G1 1 -1.61 4.08 1 50.77 8.52 7.73 4.771 -.03 .48 .53 1 .50 1 *** COLUMN NUMBER 3 SIZE : 8X3.5C14 *'* G1 (FEET) = 7.292 I I AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I . OUTER INNER I.UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips 1AXIAL FLGE. FLGE. 1 CHECK 1 L/ ---I----I--------------- I ------- ------ ----------- I ----- ----- ------ ------- 1 1 FM 1 3.50 1.17 1 11.65 6.39 5.68 3.581 .30 .18 .21 1 .51 1 0 1 1 G1 1 3.50 .52 1 10.00 6.39 5.80 3.581 .35 .08. .09 1 .44 1 2 1 FM 1 -1.61 -4.91 1 50.77 8.52 7.58 4.771 -.03 .58 .65 1 .68 1-314 2 1 G1 1 -1.61 -4.57.1 50.77 8.52 7.73 4.771 -.03 .54 .59 1 .62 1. 3 1 FM 1 -1.61 4.08 1 50.77 8.52 7.58 4.771, -.03. .48 .54 1 .51 1 314 3 1 G1 1 -1.61 4.08 1 50.77 8.52 7.73 4.771 -.03 .48 .53 1 .50 1 w * " COLUMSIGN .••+ "• LEFT E DWALL "* • JOB NAME: 4668UHB PAGE 3 '*• COLUMN NUMBER 4 SIZE 8X3.5C16 " ' G1 (FEET) = 7.292 I I AXIAL BENDING 1<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER 1 UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. 1 CHECK I L/ - ---I---- I ------- -------- I------- ------ ----------- I ----- ----- ------I------=1-=-- 1 I FM 1 1.10 .37 I 9.11 4.84 4.32 2.141 .12 .08 .09 1 .21 1 0 1 1 G1 1 1.10 .17 1 7.79 4.84 4.41 2.141 .14 .04 .04 1 .18 1 2 I FM 1 -.51 -1.84 1 42.79 6.45 5.76 2.861 -.01 .28 .32 1 .33 1-738 2 1 G1 1 -.51 -1.75 1 42.79 6.45 5.88 2.861 -.01 .27 .30 1 .31 1 3 1 FM 1 -.51 1.58 1 42.79 6.45 5.76 2.861 -.01 .25' .28 I .26 1738 3 1 G1,1 -.51 1.58 142.79 6.45 5.88 2.861 -.01 .25 .27 1 .26 1 1 29. Design Thk.: 16 ga= 0.059,05 ga= 0.065, 14 ga= 0.070, 4)ga='0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** ENDWALL DESIGN *** *** LEFT ENDWALL *** *** ENDWALL RAFTER *** JOB NUMBER 4668UBB (.ANALYSIS ONLY ) *** GEOMETRIC DATA *** ENDWALL COLUMN SPACING: 12.000,16.000,12.000 ENDWALL COLUMN SPACING:. ENDBAY (FEET) .:20.0000 PURLIN EXTN. (FEET) .0000 FRONT SIDE CANOPY (FT): .0000 BACK SIDE CANOPY (FT) .0000 FRONT SIDE ROOF SLOPE 1.00/12 'BACK SIDE ROOF SLOPE 1.00/12 PURLIN SPACING (FEET) .5.017 *** DESIGN CRITERIA *** DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 20.000 WIND VELOCITY PRESS(q): 10.440 PSF BUILDING CONDITION (E,P,O): E SPCL. GCp @ ENDBAY/2 -1.300 SPCL: GCp @.OVERHANG -1:300 SHEAR OR BENDING LIMIT: 1:035 RAFTER DEFLECTION LIMIT L/150. *** LOADING COMBINATION *** "1. DL+LL 2. DL+WL *** LOADING *** GCpX COEF. ANALYSIS COEF. SPAN LENGTH ENDBAY/2 OH 1.0035 10.0000 1 11.0381 10.0000 2 16.0555 '10.0000 3 11.0381 10.0000 OH 1.0035 10.0000 *** DESIGN RESULTS *** MEM SIZE LENGTH 1 8X3.5C16 19.0659 2. 8X3.5C16 19.0659 GCp PURLIN GCpX COEF. EXTN. COEF. =1.3000 ..0000 -1.3000 -1.3000 .0000 *-1.3000 -1.3000 .0000 -1.3000 -1.3000 .0000 -1.3000 -1.3000 .0000 -1.3000 DL+WL DL+LL (KLF) (KLF) -.1058 .2292 -.1058 .2292 -.1058 .2292- 2292-.1058 -.1058 .2292 -.1058 .2292 30 0 *** RAFTER DESIGN *** t ***. LEFT ENDWALL *** • JOB NAME: 4668UBB PAGE 2 31 LOADING COMBINATION -- DL+LL . -7------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE.FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! ------------------------------------------------------------------------------ KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 1 ! 1 !**! -.12!- .87! 4:87! 2.28! .38! ..02! ! 1 !FM! 1.54! .00! 4.87! 2.28! .00! .32!'2297 ! 1 !RS! -4.46! -1.66! 4.87! 2.281 .73! .91! ! 2 !LS! -4..46! 1.84! 4.87! 2.28! ..81! .91! ! 2 !**! -2.93! ------------------------------------------------------------------------------ .00! 4.87! 2.28! .00! .60! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! 'UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 2 ! 2 !**! 2.93! .00!' 4.87! 2.28! .00! .'60! --- _----- 579 ! 2 !RS! -4.46! -1.84! 4.87! 2.28! .81! .91! ! 3 !LS! -4.46! 1.66! 4.87! 2.28! .'73! .91!' ! 3 !FM! 1.54! .00! 4.87! 2.28!. .00! .32!' 2297 ! 3 !**! .12! -.87! 4.87! 2.28! .38! .02! *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB NAME: 4668UBB PAGE 3 32 LOADING COMBINATION -- DL+WL ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT.! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ------------------------------------------------------------------------- ! ! K-FTL KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- - 1 ! 1 !**! .05! -.40! 6.49! 3.05! .18! .01! ! 1 !FM! -.71! 00! 6.29!. 3.05! .00!, .11! 4970 ! 1 !RS! .2.06! .77! 6.49! 3.05! .34! ..32!. ! 2 !'LS! 2.06! -.85! 6.49! 3.05! .37! .32! ! 2 ------------------------------------------------=----------------------------- !**! 1.35!. .00! 6..49! 3.0`5!. .00! .21! MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND.'! -L/- 2 ! 2.!**! -1.35! .00! 6.49! 3.05! .00! .21! ------_-- 1254 ! 2 !RS! 2.06! .85! 6.49.! 3.05! .37.! .32! ! 3 !LS! 2.06!. -.77! 6.49! 3.05! .34! .32! ! 3 !FM! -.71! .00! 6.29!. 3.05! .00! .11! 4970 3 !**! -.05! .40! 6.49! 3.05! .18! .01! MIDWETALLIC PAGE 1 BRACI ESIGN *•+ JOB NUMBER : 4668UBB (FULL OPTIMIZATION) *** GEOMETRIC DATA •** BAY SPACING (FEET) 3@20.00 BRACED TIER SPACES (FT) 12.00,16.00,12.00 FRONT EAVE HEIGHT (FEET): 16.0000 BACK EAVE HEIGHT (FEET) 16.0000 FRONT SIDE ROOF SLOPE :.1.0000/12 FRONT SIDE TO RIDGE 20.0000 *** BRACING DATA *** RF BRACING TYPE : CABLE # BAYS 1 LOCATION 2 FS BRACING TYPE CABLE # BAYS 1 LOCATION 2 BS BRACING TYPE CABLE # BAYS 1 LOCATION 2 LE BRACING TYPE CABLE # BAYS 1 LOCATION A RE BRACING TYPE CABLE # BAYS 1 LOCATION A *** DESIGN CRITERIA. **.* WIND VELOCITY PRESS (q) : 10.4400 PSF EDGE STRIP WIDTH (FEET) 20.000 INTERIOR COEFFICIENT'GCpR: 1.3000 EDGE STRIP COEFFICIENT,GCpX 1.3000 MAXIMUM UNITY.CHECK RATIO: 1.0345 MAX. HORIZONTAL DEFLECTION .0000 *** LOADING COMBINATIONS ***' 1. WIND LOAD 33 *** BR DESIGN *** JOB NUMBER 4668UBB *** R003RACING***, PAGE 2 (FRONT TO BACK SIDE) *** BRACING RESULTS *** 34 ------------------------------------------------------------------------------- ITIER I TIER 1 'C' B R A C I -N G- S I Z E/ T E N S I 0 N ! I I NO. I SPACING I BAY #2 I BAY #0 I BAY #0 1 BAY #0 1 BAY #0. I ------------------------------------------------------------------------------- 1 1 1 12.0000 1 1/4" DIA 1 I(FS) 1 I 1.89 1 ------------------------------------------------------------------------------- I 2 1 16.0000 11/4" DIA I I .00. 1 ------------------------------------------------------------------------------- 1 3 1 12.0000, 11/4" DIA I I(BS) 1 I 1.89 1 --------------------------------------------------------------------------- ---- -------------------------------------------------------------------------------- I COL I P I S T R U T S- T Y P E / F O R C E 1 I .# I FORCE I BAY #2 I BAY #0 1 BAY #0 I BAY #0 1 BAY #0 1 -------------------------------------------------------------r----------------- I FS I ..6616 1 STANDARD I IEAVE 1 I 2.28 1 ------------------------------------------------------------------------=------ 12 1 1.6230 1 CL - 1 1 1 I 1.62 I ------------------------------------------------------------------------------- 1 3 1-1.6230 I CL - 1 1 I 1 I 1.62 1 ----------------------------------------------------------------------------- I BS i .6616 1 STANDARD I 1EAVE 1. I 2.28 I 1 . 0 35 •ss•rs BRACYNGDESIGN • JOB NUMBER 4668UBB !'* WALL BRACING '** PAGE 3 '** FRONTSIDE *** ------------------------------------------------------------------------------- I I TIER I 'C' B R A C I N G- S I Z E/ T E N S I 0 N I (WALL 1 SPACING ---7--------------------------------------------------------------------------- I BAY #2 1 BAY #0 1 BAY #0 I BAY #0 1 BAY #0 I' I FS 1 16.0000 1 1/4" DIA 1 I 1 ------------------------------------------------------------------------------- 1 2.81 I '** BACKSIDE *** --------------------------------------------------------------------------=---- I I TIER I. 'C' B R A C I N G- S I Z E/ T E N S I 0 N I ]WALL I SPACING --------------------r---------------------------------------------------------- I BAY #2 1 BAY #0 1 BAY #0. 1 BAY #0 1 BAY #0 I I BS I 16.0000 1 1/4" DIA I I I --------------------------------------------------=---------------------------- 1 2.81 1 *** LEFT ENDWALL *** ------------------------------------------------------------------------------- I I TIER I C' B R A C I N G- S I Z E/ T E N S I 0 N I ' IWALL I SPACING ---------------------------------------------=--------------------------------- I . BAY #1 1 ' BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 1 .' 1 1 6.8183 1 1/4" DIA I .IUPPERI ------------------------------------------------------------------------------- 1 1.28 1 I LE 1 .7.2917 1 1/4" DIA I ILOWERI ------------------------------------------------------------------------------ .30 1 1.30- I I STRUT TYPE ' -------------r----------------------------------------------------------------- 11 *** RIGHT ENDWALL ------------------------------------------------ *** I I TIER I C. B R A C I ------------------------------ N G- S I Z E/ T E N S I 0 N I (WALL I SPACING ------------------------------------------------------------------------------- 1. BAY #1 1 BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 1 1 1 6.8183 11/4" DIA 1 IUPPERI 1 1.28 1 ------------------------------------------------------------------------------- I RE 1 7.1917 1 1/4" DIA I ILOWERI -----------------------r------------------------------------------------------- 1 1.30 I I ' STRUT TYPE ------------------------------------------=------------------------------------ 11 0 35 :A �I 1 JR Gi- TESTING L #ORATORY ' CJ7isUtMD ItJI - I450 USE AVZNL:E NCR 7 fI, lACYZ'CH'.'ILLZ. F 0?.I'OA.= `5 all I.vrt+1 r�a-t_-7c>t r� _:Z+ra, T -C ?-J>LIc .n7 C.�xat_YZJ, wll 1�;-7 1�L 1l'7 �:TZC7 Aa 1'7 SIN s•7 Cn ZIiL l�Or 77 C7 CL':X7J. Lx0 wV�•O>.11C70.1 r•:; TJ ]CI�l-CN Of ^iZS�S•a 71. CM--I-U1ITM3 =■ CI"��C•:7 ,l�Ca� Oa ;--i;_•w0 OU; %CJ•7;:J :J 7.:.::S.Y C� 7L••_In1 Ol'>t �.•;IT�1 iTT'7t7YnL -- 36 FLO=Li:CTH so EvS ST? VD .'er X57.1 E:FBOLTcz,t - -A 75- Size J �r��ri_�a ; tri ,-`�•. 45) Fr7C 250 3 114" `' 11211 6,65 F-dC 312 BA200 FgC'375' 3:A 3/8'' 5/8' FqC 437..EA. 7116" ?/:4" 20, ECO FWC .500 B4 l/X11 71 1' Z J., Qro r,. iZSts Le,a Conducted usin3 .the Flo=Loc St..a.3 Gr? , i s.0 E seta :a.. • ?r.d F�;r e�eboits as set forth in the :rbo.va .tzole with all• tes CEd =szzLlies Frcvid_ng at lets[ 1C,. ..F tyle strand raved brz=';ung load per ASEX. 77A+75. tFjcif 0 -Certifies . P I TT c" Bli F C H T E -STING LR. OF Ko. 26773 a157 t s�� STATE .Df ��..- Cn�rle L. YlcGre, P. c,. • • c�'js,rleate� ' ��`' Fh'C buzra�[�es tho[ all cress brace assemblies fabr•icatzd in occorda.nce _ith t:ie ab•::e tz.ble dill meet oe excee3 the s�Ecified - minimum assembly brcokinS s[r,,ngth. y }� - 1 A - NOTES: -} Section properlles 5nd allowables are computed In accordance valh'Ihe _ _ I 1986 edilion of the AISI specifications vrilh 1989 addendum. .0 x x I, and lyare for -deflection delermination a=.IeYs S, and Sy are for bending Fy=57.0KSi • Fu = 70.01(SI , 1 • Secllon Name DIMENSIONAL PROPERTIES . ALLOWABLE -,• AXIS X -X AXIS Y•Y 8 x 2.5 C16 D x B In 8.x 2.5- Ga. a 9 16 Thick In 0.059 Weighl Ib / II 2.996 Area int 0.822 Lip In 0.773 M. II - k 4.744 V, kis 2.332 I, in' 7.791 S,, in' 1.668 R, in 3.079 in' 0.675 Inn in 0.335 0.906 8 x 2.5 C15 8 x 2.5 15 0.065 3.080 0.906 0.788 5.415' 3.1.24 • 8.566 1.904 3.075 0.743 0.375 0.906 8x 2.5 C 14 8. x 2.5 14 0.070 3.317 0.976 0.800 •.5.821 3.907 9.210 2.049 ' -3.072 0.800 ' 0.408 0.906 8 x 2.5 C13 8.x 2.5 13 0.08.5 4.028" 1.185 0.836 7.683 .7.023• 11.126 2.701 3.065 0.970 0.511 0.905 8 x 2.5 C12 8 x 2.5 12 0.105 4.976 1.463 0.885. 9.705 _ 12.661 13.649 3.412 3.054 1.19ti 13.256 2.061. 3.755 0.719 0.649 0.904 10 x 2.5 C1 6 10 x 2.5 16 0.059 3.197 0.940 0.773 5:863 1 ..842 .. 0.336 0'.'875 10 x 2.5 C 15 10 x 2.5 15 0.065. 3.522_ 1.036 0.788. 6.830 2.466 14.582 2.401 3.752 0.792 0.376 0.874 10 x 2.5 C14 10 x 2.5[:::123 4 ' 0.010 3.793 1.116 0.800 7.608 3.083 15.685 2.675 3.750 0.853 0.410 0.074 10x 2.5 C13 10 x 2.5 .0.085 4.606. 1355 0.836 10.489 5.538 18.973 3.688 3.7420.513 0.874 10x 2:5 C12 10 z 2.5. 0.105 5:690 1.673 0:885' 13.263 10.483 23.316 4.663 3.733 1.277 0.654 0,874 12 x 2.5 C16 12 x 2.5 16 0.059 3.598 1.058. 0.773' 6.997 1.522 20.601 2.460 4.412 0.154 0.337 0.844 .22.670 2.855 4.410 0.830 0.377 0.844 24.391 3.169 4.407 0.894 0.411 0'.814 12 k 2.5 C15 12,x 2.5 15 0.065 3.964. 1.166 0.788. 8.119 2.037 12 x 2.5 C14 12 x 2.5 14 0.070 4.269•. 1.256' 0.800. 9.014 2.546 12 x 2.5 C13 12 x 2.5 13 0.085 5.184 1.525 0.836 13.385 4.571. 29.529 4.706 4.401 1.085 0.515 0.844 36.329 6.055 4.392 1.340 0.657 n aeI 12 x 2.5 C12 12 x 2.5 12 . 0.105 6.404 1..883 0.885 17.222 8.646 Revision Date: A.uOusl Q. 1998 File: c:lengrformisecllon properties of cees1.doc /, NOTES; Seclion properlies and allowables are ccrnpuled In accordance tvI`ih'the _ I 1986 edition of the AISI speclficallons 1tilh 1989 addendum. C3 x x I. and Ir are for de0eclion delerminaUon • � n•.1975 S, and Sr are for bending Fy=57.OKSI .' Fu = 76:0 I(Si • I Secllon Name DIME14SIONAL PROPERTIES ALLOWABLES AXIS X -X AXIS Y•Y 14 x-2.5 C16 D x 8 In 14 x 2.5 Gage .16 Thlck n . 0.059 Welghl Ib I If 4.000 Area Int 1.176 Lip' �(in) 0.773 M, 11- k 8.144 V, kl s P) 1.296 Incl n? 30.063 ' 2.863. in' (j Inr� S ; in R' in 5.055 0.781 0.337 0.815 14 x 2.5 C15 14 x'2.5 15 0.065. 4.806 1.296 0.788 9.427., 1.735. 33.089 3.314 5.053 0.061 .. 0.378 0.015 14 x 2.5 C14 14 x 2.5 14 0.070 4.745 1.396 0.800 10.444 ~ 2.169 35.608. 3.672 5.051 0.927 0.412 0.815 14 x 2.5 C 13 14 x 2.5 13 0.085 5.762 1:695 0,836 15.347 3.891 43.134 5.396 5.045 1.126 53.110 ,... 7.587 5.637 1.390 0.516 0.8 15 14 x 2.5 C12 14 x 2.5 12 0.105 7.118 .2.093• 0.085 21.580 7:357 0.659 0.015 nevtslon Dale: August 12. 1998 r W File: c:1en11r'formiseclIon propertles of ce442.doc Revision Dale: Aur3usl 12, 1990 File:'c:%enprform\secllon properlles of ce�93.doc Y iBl NOTES: Section properties and allowables are computed Irl accordance with lie I -'I 1986 edilion of the AISI speclficalions wilh 1983 addendum. o I. and Ir are for -deflection delermina6an ! x x • S. and Sr are for bending Fy 57.0 = I<SI IFu = 70.0 KSI Y . . • Section Ilame DIMENSIONAL PROPERTIES ALLOWABLES AXIS X -X. AXIS y D x B Gage g Thick Weight Aiea Lip' M. V, Ir S r� R, I, Sr R, In (in) Ib / If In1L in II - k (kips) In' in' in In' . in' in ax 3.5 CIG 8 x 3.5 16 0.059' 3.197 0.940 0.773 4.870 2.332 9:652 ;. 1.712 x.204 1.523 0.548 1.273 8 x 3.5 C15 8 x 3.5 15 0.065 3.522 1.036 0.787 ' 5.714 .1 3.124 1'0.612 2.009 3.201 1.678 0.614 1.273 8 x 3.5 C14 8 x 3.5 14 0.070 3.793 1.116. 0.800 6.402 3.907 1 1..41.1 2.251 3.198 1.808 0.670 1.273 8 x 3.5 C 13 8 x 3.5 13 0.085 4.606 1.355 0.836 8.092 .7.023 13.789 2.845 ' ----------------------- .3.190 2.196 0.841 1.273 8 x 3.5 C12 8 x 3.5 12 0.105 5.690. 1:673 0.985 10.164 12;156'1,. 16.921 3.574 3.180 2.712 1.074 1.273 10 x 3.5 C 16 10 x 3.5 16 0.059 3:598 1.058 0.773 6.071 1.842 16.111 2.134. .3.h09 1.633 0.550 1.242 10 x 3.5 C15 10 x 3.5 . . 15 0.065 3.964 1.166 0.787 7.102. ,.2.466 17.790 2.497 3.906 1.800 0.617 1.2� 10 x 3.5 C 14 10 x 3.5 14 0.070 4.269 1.256 0.800' 8.033 3.083 19.136 2.814 3.904 1.939. 0.673 1.243 W x 3.5 C13 10 x 3.5 13 0.085 5.184 1:525 0.836, 11.022 5.538 ' 23.151 3.875 3.897 2.356F4c) 1.243 10 x 3.5 C12 10 x 3.5 12 0.105 6.404 1.883" 0.885 13.827 10.483 20.456 4.861 3.887 2.912 '1.243 12 x 3.5 C16 12 x 3.5 16 0.059 • 4.000. 1.176 '0.773 7.279 1.522 24.800 2.559 . 4,592 1.7211.210 "12 x 3.5 C15 12x:3.5 15 0.065 4.40ti, 1.296 0.767 8.494 2.037 27.299 2.986 4.590 1.0971.210 12 x 3.5 C14 12 x 3.5 14 0.070 4.745 1.396 0.000 9.50E 2.546 29.372 3.370. 4.568 2.0441.210 12 x 3.5 CI3 12 x 3.5 13 0.085 5.762 1.695 0.836 13.294 4.571 35.563 4.674 4.581 2.484.1;211 12 x 3.5 C 12 12 x 3.5 12 0.105 7.118 2.093 0.885 17.900 8.646 .43.758 6.293 4.572 3.071.21 1 Revision Dale: Aur3usl 12, 1990 File:'c:%enprform\secllon properlles of ce�93.doc y r - NOTES. Section properlles and allowables are ccrnpuled In accordance wilh lite _ - - 1986 edilion of the AISI specl6calions wilh 1989 addendum. X X'' 1, and lrare for delleclion delerminalion . [�R.. 10is . ' - S, and Sy are for bending FY = 57.0 I(SI • Fu - 70..01(SI • c � r Secllon Name DIMENSIONAL PROPERTIES ALLOWABLES AXIS X.X D x f3 Gage Thick Weight Area Lip ... M,. .' V AXIS Y-Y 1, In 9 In Ib / If int __fn ' 1(I _ k) (kips) S,� R� in' Inil in inr n� Rr 14 x 3.5 C16 14 x'3.5 16 0.059 • 4.401 1.294' 0.773. 8.489 1.296 35.797 2.985' 5.259 1.793 In 14 x 3.5 C 15 14 x J.5 15 0.065- 4.848 .1.426 0.787. 9.893 .s 1.735 0-.552 0.552 39.399 x.478 5.257 ' 1.177 14 x 3.5 C14 14 x 3.5 14 0.070 5.221 A..536 0.800 11.148 2.169 1.976 0:619 ' 1.177 42.4003.920 '5.255 2.130 0.676 14 x 3.5 C13 14 x 3.5 13 0.085 6.340 1.865 0.836 15.370 3.891 51.364 5.404 5.248 .1.178 2.589 0.851 .1.178 14 x 3.5 C 12 14 x 3.5 12 0.105 7.832 -2.303 D.8'85 21.533 .:357 .. 63.246 7'.571 5.240 3.2021.091. '-- 1.179 rtevislon Bale: Au9nst 12. 1DWI -lie: c:1enclr/orm%secllnn nronerlles of cees•Lrloc Op� X Secllon I•lama J I LI X rt 1875 Y Cl DIMENSIONAL PROPERTIES. :. ALLOWABLES NOTES: - Section properlies and allowables are computed In accordance 1�dlh the 1986 edition of the AISI specibcalions v�ilh 1969 addendum. 1, and lyare for delleclion delerminailon • S, and Sy are for bending Fy = 57.0 I(SI • Fu=70.0K51 , , AXIS X -X AXIS Y -Y 8 x 3.5 C16 D x B In (2) 8 x 3.5 .. cage 9 16 Thick in 0.059 Welghl Ib l if 6.394 Area rn2 1.881 Lip (in)(fl 0.773. M, - k)' 9.739' V. . (kips) 4.665 I, in' 19.303 S„ R. I(n�1 in 3.4'24. 3.204 I i� 5.133 5 i�, 0.963 Rr 1.652 8 x 3.5 C15 (2) 8 x �.5 15 0.065 .7.044 2.072. 0.787 1028 6.248 21.225 4.018 3.201 5.674 1.078 1.655 6 x 3.5 C14 (2) 8 x 3.5 14 0.070 7.586 2.231 O.ho.0 12.803: 7.814 22.822: 4.501 3.198 6.1'30 1.178 1.657 B x 3.5 C13 (2) 8 x 3.5 13 0.085. 9.212 2.709 0.836 16.183 14.046 27.578 5.690 3.190 7.506 1.502 1.664 e x 3.5 C12 (2) B x 3.5 . 12 0.105 11.3794 3.347 0.88520.329 25.3,20 33.84J 7.147 3.180 9.374 1.971 1.674 nvvislon Dale: Augusl 12. 1990 File: c: lengrform%secllon properlies or cees_J�-doc Y .. NO TCS: a� Section properties and allowables are ccrnpuled in accordance vAlh Ifle 1966 edition of the AISI specifications With 1989.addendum.. - 7 ° x - - Ir and lyare for deflection determination 17 S, and Sy are for bending Fy = 57.0. K 81 , B' Fu = 70.0 I<SI ,. Section Name 8E516 BES 14 BES 12 tOES 18 IOES 14 10E512 12ES 16 12ES14 D x B I x 8.2 In .8 x 3.375 x 5 8 x 3.375 x 5 8 x 3.375 x 5 10 x 3.375 x 5 10 x 3.375 x 5 10 x 3.375 i 5 12 x'3.375.x 5 12 x,3.375 x 5 DIMENSIONAL PROPERTIES'ALLOWABLES Gage Thick Weight g in Ib'/ If 16 0.059 • 3.598 14 0.070 4.269 12 0.105 6.404 16 0.059 4.000 14 0.070 4.745 12 0.105 7.118 16 0.059 4.401..T- 14 0.070 5.221 Area Int ( ) 1.058: 1.256 1.883 IA76 ' 1.396 - 2.093 1.294 1.536 Lip In -U . 1.088 1.114 1.200 1.088 1A 14 1.200 1.088, IA 14 .. NI,PV, II - kf s �) �) 5.377.J50 7.109 j 3:937 11.3 7.9 12.754 6.803 1.853 8.991 3.162 15:523 10.546 8.233 1.329 10.852 2.559 AXIS X -X I. S., (in in' inr, f ) i .) 10.996 . .1.890 3.215 2.902 12.924 2.499 3.208 3.440 19.143 4..001. 3.188 5.142 18.319 2.392 3.946 3.117 21.670 , 3.161 3.941 3.697 32.195 5.458. 3.922 5.537 28.050 2.895 4.655 3.294 33.201 .'3.8 15 4:650 3.907 AXIS Y -Y Inr'� 0.117 0.876 1.408 0.719 0.880 1.422 0.721 0.883 R, (nR. 1.656 1.655 1.653. 1.628' 1.628 1.626 - 1.595 1.595 12ES 12 HES16 14ES 14 ' 14ES 12. 12 x 3.375 x 5 14 x 3.375 x 5 14 x 3.375 x 5 14 x 3.375 x 5 12 16 14 12 0.105 0.059 0.070 0A05 7.832. 4.802. 5.697 8.546 2.303 1.412 1.676 2.513 1.200 1.088. 1.114 1.200 20.05 9.666' 12.719 23.887 8.689 1.302 2.178 7.j88 49.422 1.067 4.632 5.855 40.364 3.398 5.346 3.441 41.793 4.472 5.341 4.082 71 2508.398 5.324 6.120 1.430 0:722 0.886 1.496 1.594 1.501 1.561 ' 1.560 nevlslon Dale: A,ig„st 12. 1990 File: c. lengrrormisecllon propertles of eave strut oc \ }, NOTES:- Z-A -.0'A'1 I I Section properiies'and allov'/ables are ccrnpuled In accordance wile O.ie 1986 edilion of the AISI specl6cailons wilh 1989 addendum: x x o • I. and IYere for defleclion delerminalion . S, and Sr are for bending . I Fy = 57.0 I(SI e� Fu = 70.01(SI Y .. _ e � Sedlon Name DIMENSIONAL PROPERTIES ALLOWABLES AXIS X.X D x 81 x B2 AXIS Y -Y GageFln Welgiil Area LIP M. V. I. S,. R. I (In) 9Ib % Il Int (In) 11-k kl s In' In' In inS i Rr�In in8 x 2Z16 8 x 2.125x 2.375 16 2.79G 0.822 0.911 4.970 2.332 7.759 1.7'47. 3.072 1.081 0.3381.146. 8 x 2Z15 8 x 2.125 x2.315 15 3.080 0'.906. 0.922 5.599' 3.124 8.534 -1.969 - 3.069. 1.194 0.388 1.148 8 x 2Z 14 8 x 2.125 x 2:375 14 0.070 3.317 0.976 0.930 6.078 3"907 9.177 2.137 3.067 1.289 0.429 1.150 8 x 2Z13 e x 2,125 x 2.375 13 0.085 4,028 1.185 - '0.956 7.749 7.023 11.095 2.724 3.660 1.577 0:544 1.154 6 x 2212 8 x'2.125 x 2.375 11 0.105. 4.976 1,463 0.990 .9.5 19 12.661. 13.624 3.347 3.051 1.967 0.670 1,160 10 x 2Z16 10 x 2.125 x 2.375 16 0.059 3.197 0.940 0.911 6.154 1.842 13.215 2,164 3.149 1.081 0.330 1.072 - 10 x 2Z15 10 x 2.125 x 2.375. 15 0.065 3.522 1.036 ..0.922 7.214 2,466 14.541 2.536 3.747 1.195 0.380 1.07 10 x 2Z14 10 x 2.125 x 2.375 14 0.070 3.793 1.116 0.950 8.130 3.083 15.642 2.858. • 3.745 1.290 0.428 1.075 - 10 x 2213 10 x 2.125 x 2.375 13 0,085 4.606 1.55 .0.956 10.600 5.538 18.933 3.727. 3.738 1.578 0.544 1.079 10 x 2212 10 x 2.125, x 2.375 12 0,105 5.690 1.673. 0.990 13.043 10.48)23.285 4.586 3,730 1.968 0.676 1.085 Revision Dale: Au9nsl Q. 1998- : File: c; lenr3rformisecilon properlles of zeet,,doc Y \ NOTES: x -n•o.Iets x Section 1986'edition properties and allowables are compelled In accordance vilh the of the AISI speci6calions valh 1989 addendum. :. I, and lyase for defleclion delerminalion • S, and Sy are for bending FY=-57.01(SI ,r et . Fu = 70.0 KSI y OEMr � 5ecllon NameDIMEENSIONAL 10 x 3216 10 x JZ 15 10 x 3214' 10 x RP 10 x 3212 12 x RIB 12 x 3Z.15 12 x 3Z 14 12 x 3Z 13 12 x 3Z 12 14 x 3Z 16 14 x 3Z15 14 x 3Z 14 14 x 3Z13 14 x.3Z12 D x B I x B2 in 10 x 3.125 x 3.375 10 x 3.125 x 3.375 10 x 3.125 is 3.375 10 x 3.125 x 3.375 10 x 3.125 x 3.315 12 x 3.125 x 3.375 12 x 3.125 x 3.375 12 x 3.125 x 3.395 12 x 3.125 x 3.375 12 x 9.125 x 3.915 14 x 3.125 x 3.375 14 x 3.125 x 3.975' 14 x 3.125 x 3.375. 14 x 3.125 x 3.375 14 x 3.125 x 3.375 PROPERTIES Gage Thick Weigh[. 9 in Ib / If 16 0.059 3.598. 15 0.065 3.946 14 0.070 4.269 13 0.085 5.184 . 12 0.105 6.404 16 0,0594.000 15 0.065 4.406 14 0.070 4.745 13 0.085 5.762 12 ' 0.105 7.118 16 0.059• 4.401 15 0:065 4.848 14 0.070 5.221. 13 0.085 6.340 12 .. 0:105 7.832 Area Int 1.058 1.166 1.256 1.525 1:883' 1.176 1.296 1.�91i . • .1.695 . 2.093 1.294. 1.426 1.536. 1.865 2.303 Lip In 0.911 0.922 0.930 0.956 0.990 0:911 0.922 0.930 0.956 0.990 0.911 0.922 0.930. 0.956 0.990. ALLOWABLES M, V 11 - k kis 6.348 1.842 7.361 2.466 , 8:269 3.083 11.185 5.538 14.029. 10.48.3 - 7.608 1.522 _ 8.806 2-.037- 9.869 ,2.546 13.462. 1.4.571 18.129 8.646 1. 8.873 1.296 1.0.256. 1.735 '11..479' 2.169 15.572 3.891 22.692 7.357 I. In' 16.131 17.749 19.094 23.112 28.427 24.759 27.250 29.321 35.515 43.722 35.739 39 942 42.3J9 - 51:307 63.204 AXIS X -X 5., R. Ir J. in in' 2.232 9.904 2.582 2.500 3:902 2.852 .2.907. 3.900 3.077 3.933 3.893 3.759 4.932. 3.885 4.601 2.675 1.588 2.583 3.096 4.506 2.052 3.470 4.584 3.078 4.733 4.518 3.760 6.374 4.570 4.601 3.120 5.255 2.583 3.606 5.253, 2.859 4.036-7- 5.'25 1 3.078 7.240 5.246 3.160 7.767 5.238 4.682 AXIS Y -Y Sr, R in' r 0.488 1.562 .0.532 1.564 0.570 1.566 0.698 1.570 0.956 1.577 0.490 1.482 0.54 1.40 0.579 1.485 0.701 1.490 0.959 1.495 0.190 1.413 0.535 1.414 0.575 . 1.415 0.704 1.420 0.961 1.426 Re•vlslon Hale: Aurlusl 12, 199fl Flle: c:lenr3rlormisecllon Properlles of Zee doc 12' NET COVERAGE NOTES: _ — 2 5116' 7 318' j, 2 511 r. The panel section properties have been calculated In accordance with the 1986 edition of the AISI specifications with 1989 addendum. 13116' 718' 5/B I, Is for deflection determination • S. Is for bending C M, Is allowable bending moment The panel weight has-been deducted from the allowable loads: Values shown for wind toad deflection are limited bya maximilm:denectlon ratio of U120 ' 12" Ullra•Dek & Double -Lok Panels Allowable load values shown are based on'panel covedng 3 equal continuous spans. Mulilply allowable sires values shown.by 0.8 for 2 span conditions . o • Load table values do not Include web crippling requlremdnls GA. Design. Thickness Welghl (in) (pso 24 0.0223 1.34 22 0.0286 1.72 Span In Feel Live Load Stress 4.0 158 . 5.0 100 6.0 69 7.0 51 Revision Dale: June 16, 1998 Fy , PANEL TOP IN COMPRESSION'(Fy) _ PANEL BOTTO1,I 111 COMPRESSION (Fy) (ksi) Ix S, kh M, In-kip111 I, :. In' / fl S. Ina / It M. In-kip111 50.0: 0.3276 0.1471 4.40 0.2010 0.1090 3.26 50.0 0.4225 0.1907 .: .5.71 0.2772 0.1459 4.37 24 GAUGE -:- I .r 22 GAUGE Llve Load Denecllon Live Load Stress 211 134 t 93 68'168 Live Load Deflection 901 461 267 -------------- ..681 348 202 127 ". • File: cAengrformisecllon properties of panels - 12-ud&dl.doc C_n 18' NET COVERAGE NOTES:'_ 2 5116' 13 318' 21i6' . x The panel secllon properiles have been calculated In accordance with the 1986 edillon of the AISI speciricatlons with 1989 addendum. 13116'118' I, Is for defleclion delerminalion 3116 . 518' 4 ' � 5' 4 3116'. 16 S, Is for bending M, Is allowable bending moment . ^+ The panel weigh[ has been deducled from the allowable loads I 11518' Values shown for wind load.defleclion are limll.ed by a maxlmum dellecllon 611o, of U120 „ • 18"Ultra-Dek & Double Lok Panels Allowable load values shown are based on panel covering 3 equal ebnlinuous spans. Multiply allowable sire values shown by 0.8 for 2 span conditions Load lable values do not Include -web crippling requlremenis GA. Design Thickness Welghl Fy .` PANEL TOP IN COMPRESS1014 (Fy) PANEL 60TTOM IN COMPRESSION (Fy) (in) (Pso (ksl) h S. M, 1, S. hl, In' / fl InJ / fl In -kip / fl In r / 11 ins / fl In -kip/ fl 24 0.0223. 1.22 .50.0 0.2599' 0.1057 3.17. 0.1349 0.0749 2.18 22 0.0286. 1.56 50.0. 0.3354 0.1379 4.13 0.1867 • 0.0976 2.92 M 7717M W1E=T;M- NIT 7i M., 14 GAUGE ' 21 GAUGE Span In Feel Clue Load Stress :'Live Load Defleclion Live Load Siress Live Load DeOeclion 4.0 105. 508 141 672 5.0 67 260 90 344 6.0 46 151 ... 62 199 7.0 33 95 . . 45 125 Revlslon Dale: June 16, 1998 File: cAengrform\secllon properiles o/ panels - 18-ud3dl.doc Revlslon Dale: June -16, 1998. Flle:'c:%engrlormisecllon properlles of panels - 24-ud&dl.doc 24' NET COVERAGE NOTES: . 2 5116' 19118' :- .15116'X. _ The panel section properties have been calculated In accordance with the 1986 edition of the AISI specifications with. 1989 addendum. _ 13116' 1/8' 6 3116' 7' 61116' - I; Is for dellecllon.delerminallon • S. Is for bending 1' L 'M, Is allowable bending moment ' — •-- •.. The panel weight has been deducted from the allowable.loads L 1518' .. .. • . . Values shown for wind load deflection are Ilmlled by a maximum denecllon rallo of U120 I , 24"Ultra-Dek & Double -Lok Panels ."Allowable load values shown are based on panel covering 3 equal continuous spans. Mulliply.altowabte stress ..values shown by 0.8 for 2 span conditions . • Load table values do not Include web crippling'requiremenis 7117 17- M 77 W Design Thickness Welghl Fy PANEL TOP IN COMPRESS1014 (Fy) PA14EL BOTTOM IN COMPRESSION (Fy) GA. (In) (Ps f) (ksi) M I, S. , I. S. M, In1 It In1. ft, :. In-kl 111 In' 111 In' 1 If In kl 1 fl 24 0.0223. 1.16 50.0 0.2129 :. 0.0814' 2.44 0.1014 0.0547 1,64 22 0.0286 1.49 50.0 .. • 0.2749 0.1075 3.22 0.1406 0.0733 2:20 24 GAUGE ..: I 22 GAUGE Span In Feel Uve Load Stress . Live Load Deflection .. Live Load Stress LiveMDelecllon Deflection 4.0 79 ..405 105 5.0 . 50 207 .. 67 6.0 34 120 .. 46 .7.0 25 76. 33 Revlslon Dale: June -16, 1998. Flle:'c:%engrlormisecllon properlles of panels - 24-ud&dl.doc 36' 14ET COVERAGE _ NO.I:ES: 12' 12' 12 5116. 6• 6• The panel section properties have been calculaled in accordance will) the 1986 edition of Ilse AISI specifications %'kAIb 1989 adderldtum. I2 1 �:- L I I ( Is for deflecllon determination 111' S, Is for bending M, Is.allowable bending moment The wind load stress values have been Increased by 33 1/3% "A" Pane Values shown for vdnd load deflection are limited by a maximum deflection ralto of V 120 Allowable loadvalues shown are based on panel covering J egrtal conlinuous suns. Mrrlliply allo���ble stress values shown by 0.8 for 2 span conditions This panel Is to be used as wall panel only GA. Design Thickness Weight Fy ' PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (InJ (pso (ksi) I. S (Fy) ' M I. In., / fl In'/ ti In•kip /.Il In, / fl InS/ fl I�1, In-kip / 11 26 0.0181 0.91 80.0 0.0107 0.0275 '0.99 - 0.0248 0.0365 1.3— 1 — 24 0.0223 1.13 50.0 0.0273 0.0377 1.13 OA319 0.0477 1.43 Span In Feel 26 GAUGE 24 GAUGE Wind Load Pressure Wind Load Sllclion Wind Load Deflection Wind Load Pressitre Wind Load Sticlion 4.0 85 64 JNind Load Deflection . 93( 73 1 14 5.0 54• 41 43. 59 '47 - 6.0 38 29 59 25'. 1.0 26 21 41 - 33 34 16 30 24 21 0.0 21 16 10 23 18 --------------14 ne4lslon Dale: Arrr3irsl 12, 1990 co file: c:lenrlr•formisecllon properlles of panels - a'.cloc NOTES; .. 3r)(6COARAGE 1r 1r '^ . 1r — - 1l/r r The panel section properties have been calci 'In In accordance vAII) ilia 1906 edilion of the AISI speciricalions kv' liji 1b89 addendilm. — _ I, is for defleclion delerminallon. 1 Id �f Sr Is for bending ' y Y►, 'DEEP • M. Is allowable banding moment Xl/ SCPEw cR00%j ..The wind load sress values have been Increased by J3 1/3% "AM" Panel Values shown for wind load deflecllon are limiled by'a rrlaximlun deflection ratio of U120, • Allowable load vallles'shown are based on panel covering 3 egllal•conllmroils spans. Mullipty silo' stress `valties shown by 0.8 for 2 span colldilio'ns J This panel Is fo be used as vmll panel only GA_ Design Thickness Weight Fy 'PANEL TOP IN CONIPRESSION (Fy) PANEL BOTTOM Ill CONIPRESSIOfJ (In). (Psi (ksl) I. S• • �. Mr (Fy) I. Will' In'/ ft. In-kip / fl 5. Int / II In' / fl in•k.ip / fl 26 0.0101 0.91 00.0 0.0451 0.0522 1.07 _' 0.0388 0.0365 11.31 24 0.0223 1.12 50.0 0.0555' 0.0643 1.92 0.05J6 0.05J6 1.60 Span In Feel 26 GAUGE 24 GAUGE Wind load Pressure Wind Load Sucllon ' Wind Load Defeclion Wind Load Pressure Wind Load 511clion. 4.0 85 1 14 Wind Load Deneclion' 162 104' ' ------ 125 210 5.0 54 73 8J 6 80 6.0 38 51 .. 108 4B 7.0 20 31 46 5G 62 30 34 ,41 J9 8.0 2 I 28 20 . 26 J 1 26 Revision Dale: Augiosl 12. 1998 File: c:%engrrorm%secllon properlles o! panels - ar§Pcloc 36-1 (ETCOVERAGE The panel section properties have been calculaled in accordance with the 1986 edition of the AISI specifications • 1989 addendum- vrilh I • -I. Is for deflection delerminallon • S. Is foi bending • M. Is allowable bending moment The panel kvelghl has been deducted from the aliovrable loads "POR" Panel The vrind load stress values have been Increased by 33 1/3% • Values shown for wind load defleclion are limited by a maximum deflection rano of U120 • Allowable load values shown are based on panel Covering 3 equal continuous spans. Multiply allowable stress values shown by'0:8 for 2 span conditions • Load table values do not Include %veb crippling requirements 1 GA. Design Thickness ' Weight 7M(ksi) Fy. PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOF,1 IN COMPRESSION (Fy) (in) (Ps0 . . S.' M. l� . In / fl In' / fl In-0 / fl In' / fl S In' / Il M, In-kip 26 0.0181 0.92 80.0 ... 0.0425 0.0379 • 1.36 0.0414 0.0502 1.80 24 0.0223 1.14 50.0. 0.0596. 0.0571 1.71 0.0513 0.0644 1.93 Span In Feel 26 GAUGE' 24 GAUGE Wind Load Uplifl Live Load Stress Live Load Deflection Wind Load Uplift Live Load Stress 4.0 89 Live Load DenectiorT 87 108 112 93 5.0 57 55 151 55 .. �. 72 6.0 40 38 .59 77 32 7.0 30 : 28 5.0 41 45 20 8.0 23 21 37 30 28 14 29 22 19 Revision Dale: June 16. 1998 File: c:lenge.formks ecllon propedles of panelsbr.doc File: c:lengrformi seclion proper -lies of Pan 1�A - r.doc NOTES: 35 NET COVERAGE - I' JIJ 1• 1 The panel section properties have been calculated In accordance wnlh the 1986 edilion of the AISI spec 1989 w�lh 1989 addendum. �I 1, Is for deflection determination J IR' I J/fi' • . S, Is for bending ` M. Is allowable bending moment f The panel weight *has been deduclbd from the allowable loads "R" Panej The viand load stress values have been Increased by 33.1/3% • " • Values shown fof vAnd load deflection are Ii nlled by a maximum deflection ratio of U120 • 'Allowable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress values shown by 0.8 for 2. span conditions • Load table values do not Include web crippling requirements Design Thlckness Welghl GA. Fy7- PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) (in) (Pso (ksi) I. S.� ., M. S, In' / fl In' / ft. In -kip 1 fl In / fl 1 M. In -kid/ R 26 0.0181 0.92 80.0 0.0425 0.0379 1.36 02 1.80 24 0.022) 1.14 50.0 0.0596 -. • . : 0.057.1 1.71 644 E05 Ln 1.93 Span In Feel 26 GAUGE 24 GAUGE Wind Load Uplifl Live Load Stress. Live Load Deflection Wind Load Uphill Live Load Stress Live Load Deflection 4.0 89 87 ' . 1.08 112 93 5.0 57 55 151 5572 59 77 6.0 40 30 32 50 41 7.0 30 28 45 20 3Z JO 8.0 23 21 28 14 29 Z2 19 File: c:lengrformi seclion proper -lies of Pan 1�A - r.doc GA. 24 22 Span In Feel N07Es: I hET COVEIUCt y. 22 GAUGE Live Load Stress. Live Load Defleclion Live Load Stress The panel secilon properties have been calculaled In accordance with the 1986 edition of the AISI specifical(ons Willy 4.0 8d 254 114 1989 addendum, 53 ,. 130 337 I. Is for`dellecllon determination. ?3 11J • S, Is for bending 37 e • M. Is allowable bending moment .. -, J 7.0 21 41. The panel weight has been deducted front the allo• wable loadsjJ ' 63 • . Values shown for wind load deflection are lWled'by a maxlmum deflection ratio of U120 "SS216." I?anej CJ1 Allowable load values shoum are based on panel covering 3 equal continuous spans. Multiply allowable stress values shown by 0.8 for 2 span cobdilions ; File: caenOrfnrmisecilon pr 1`113 or panels - s52 16.00C • Load table values do not Include web crippling regldremenis Design Thlckness Weight Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOh1 IN COMPRESSION (Fy) (in) (Ps o- . (k st) I, S. M , I. S. M Ing / II In -kip /P n Ing / fl In' / fl in -kip / fl 0.0223 1.29 50.0 0..1332 _ 0.0739 2.21 0.0637 0.0584 . 1.75 0.0286 1.66 50.0 0.1712 0.1023 ' 3,06 0.0905 0.0796 2.38 1 1 r I r Span In Feel 24 GAUGE 22 GAUGE Live Load Stress. Live Load Defleclion Live Load Stress Live Load DeOec.Gon 4.0 8d 254 114 5.0 53 ,. 130 337 ?3 11J - -- 6.0 37 75. • .. -.50 100 7.0 21 41. 36 63 CJ1 nevlslon male: Au�.isl 12. 1'99n File: caenOrfnrmisecilon pr 1`113 or panels - s52 16.00C NOTES: 36' IIET COVERAGE 6• 6' 6. 6 6. 6 I• The panel section pro pertles have been calculaled In accordance With the 1986 edition of the AISI speclrica-llors 1989 addendum. vrill, I I I. Is for deflection determination 11 2 I/� rr J IR'' S. Is for bending ' N1, Is allowable bending moment • The panel weigh( has been deducted from the allowable loads... • . "U" Panel •' .. The wind load stress values have been Increased by 33 1/3% , • Values.shown for wind load deflection are IVnIled by a maxlmlrn deflection valid of V120 • Allowable load-va'lu'es shown are based on panel covering 3 equal continuous spans. Nlullipty allolvable values shown by 0.8 for 2 span conditions stress Loadhabla values do nbl Include web crlppllnq regtilremenls �� .. Design Tldckness Weight Fy PANEL TOP IN (Fy) PANEL BOTTOM III COh1PRESSIOIJ (Fy) (In) (Psi (ksl) 1. S; . Nil' 29 0.0191 0.92 80.0 Inv/11 0.0260 In'/fl In-kip/fl Ing/11 In)/ A- In-kl /fl 0.0429 1:54 0.0177 0.0366 1.32 24 0.0223 1.13 , 50.0 0.0344 0.0584 1.75 0.0242 0.0523 1.56 . i Span In Feel 28 GAUGE 24 GAUGE Wind Load Uplift Live Load Stress Live Load Deflection Wind Load Uplift P Live Load Stress 4.0 i01 63 Live Load Deflection SG 115 '75 5.0 65 40 75 `29 74 8.0 45 2B 49 39' 17 52 33 22 . 10 7.0 34 20 38 -24 14 1 8.0 26 15 30 18' g•. Revision Dale: August 12, 1990 . File: c:lenOrformiseclIon properlles of paned u.doc N ROBERTSON ENGINEERING 8536 Elder Creek Rd., Sacramento, CA 95828 Phone: (916) 388-0866 Fax: (916) 388-0740 April 28, 2002 Fabri-Steel West 8355 W. Granite Dr. Granite Bay, CA 95746 Re: Meridan 40'x60' Metal building foundation Chico, CA Dear Sir or Madam, The following are foundation calculations for the steel building at the location above. Gravity load calculations: Worst case reaction: 6,010 lbs With an allowable bearing pressure of 1,000 psf Use a pad footing size of 36"x36"x18" Uplift resistance calculations: Worst case uplift: 3,670 lbs Design uplift = 3,670"1.5 = 5,505 lbs Weight of pad footing =150"3*3`1.5 = 2,025 lbs Uplift on continuous footing: Continuous footing check: Uplift = 5,505-2,025 = 3,480 lbs Length of cantilever = 3,480/300/2 = 5.8 ft Moment on footing = 300(5.8)2/2 = 5,046 ft -Ib = 60,552 in -Ib Ultimate Moment= 60,552*1.7/0.9 =114,376 in -Ib Nominal Moment: M = ASS fr Ld - 0.59 A" fy J f,b = 0.2 (40 ,00015 - 0.59 (0.2X40,000 = 118 ,741 IN - LB f 2,500 x12 ) Provide a 12" x18" footing with (1) #4 bar top and bottom. If you have any other questions, feel free to call me. Q�OF ESS/� Sincerely,�RCeF9��2 z d No. C 58190 m r' Exp. June 30. 2002 Richard M. Robertson, P.E. sj. CMI 9pF0 CAI�FCP WATE (fit StADING [SPA i i metallic building company FABRI-STEEL WEST 8355 WEST GRANITE DRIVE GRANITE BAY CA 95746 JOB NO: 0805-201091 BUILDING SIZE: CS 40' X 60' X 16' JOBSITE: CHICO CA (BUTTE) Gentlemen: 05/07/02 This is to certify that the above referenced building and its component parts have been designed and fabricated by Metallic Building Co, an AISC Certified Manufacturer, at its AISC certified facility. It has been designed in accordance with the order documents, in general accordance with the ninth edition of the AISC "Manual of Steel Construction" and the 1986 Edition (with 1989 amendments) of the AISI "Cold Formed Steel Design Manual" and with good engineering practice for the following loads. All welding is per the appropriate American Welding Society (AWS) code. Governing Code for application of design loads: UBC 1997 IMP. FACTORS: WIND: 1.0 SEISMIC: 1.0 DEAD LOAD ... weight of metal bldg. structure only as supplied by Metallic Building Co LIVE LOAD BASED ON TRIBUTARY AREA: 0-200 SQ. FT ....... 20 PSF 201-600 SQ. FT ....... 16 PSF OVER 600 SQ. FT ....... 12 PSF COLLATERAL LOAD......... 0 PSF WTTE E %r -mm WIND LOAD ............... 80 MPH EXP B SEISMIC ZONE............ 3 DEPAMMM ArtiKs 12 VF ...an This Letter of Certification applies solely to the steel building and its component parts as furnished by Metallic Building Co and specifically excludes any foundation, masonry, or general contract work. Sincerely, A 'L / 1 1 corporote offices. 7301 FAIAVIEW • HOUSTON, TEXAS 77041 • (713) 466-7788 (800) 777-9378 moiling oddress: P.O. BOX 40338 • HOUSTON, TEXAS 77240-0338 0 FAX (713) 466-3194 . ►►#wa►w#wrlwa rrw►a##►►�/rAf•##w##afrA## w r Auto/Steel Design # ` A SYnercom Technology, Inc. Development " " for NCI Building Systems ` ` Release 7, MOD 4 # " 2001.07.01.0 " " f #f►fA##rAaA#►##aA#aa#A#wAf A►#r##f ##1w#af AA# Run Start Date 04/20/2002 Time 10:37:54 TITLE - JOB#4668UBB 40 X 60 X 16 3@20.0 12/20/80 EXP. B UBC PROJECT - 4/19/02 ENGR - SHH TYPE - RIGID FRAME UNITS OPTIONS INPUT - English OUTPUT - English REPORT OPTIONS .ANCHOR BOLTS AND CONNECTIONS FLANGE BRACE-REPORT- DESIGN RACE REPORT•DESIGN SUMMARY REPORT WITH DEFLECTIONS SHORT OUTPUT EXECUTION OPTIONS EXECUTION MODE = ANALYSIS ONLY MAXIMUMAUMBER OF ITERATIONS = 1 UNITY CHECK RANGE = 0.950 TO 1.050 MAXIMUM SEGMENT SIZE = 2.000 FT COEF, OF LINEAR EXPANSION = 0,0000065000/DEG.F. MOD, OF ELASTICITY,E = 29000000. PSI LOCATE FLANGE BRACING = NO . MINIMUM N0, ANCHOR BOLTS 2 COMMAND LINE OPTIONS /I C:\DSNL1b\4668ubb.dsn /0 C:\DSNLib\4668ubb.dso /N C:\DSNLib\4668ubb.nif /P C:\DsnLib\Plates32.sov L DESIGN INPUT.ECH0 3 NCI Building Systems, L.P. PAGE 1 JOB#4668UBB 40 X 60 X 16 3@20.0 12/20/80 EXP. B UBC 04/20/2002 JOBN4668UBB 40 X 60 X 16 3@20.0 12/20/80 EXP. B UBC SHH.4/19/02..... AC,FB„DF.... SH SPANS 40.' 16.,,0.,8.00 ... 8.00,,...G 7.292.,12.292„ 5B;..W1,..5B,,,55. .12.375,,., 12.375,1.,8.25,20.,,30005,P,S 5A.,,W1,,,5A,,.,55. 5.,5.,1.33,.,X,,, LOAD FACTORS,20.,100. DEAD LOAD,.04 LIVE LOAD,.240 WIND LOAD,.10.44,PSF,SPEC,0.80,-0.70,-0.70,-0.50 LOAD CONDITIONS 1,2,4,5,11 a i a a MACRO INPUT ECHO 4 NCI Building Systems, L.P. CYCLE 1 JOB#4668UBB 40 X 60 X 16 '3a20,0 12/20/80 EXP, B UBC 04/20/2002 SPAN LENGTHS 40.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0 LEFT EXTERIOR COLUMN EAVE .WALL GIRT .BASE MID MID KNEE BASE TEMP. BASE F G HEIGHT SLOPE SIZE DEPTH DEPTH DIST. DEPTH SETTLE DIFF DISPL X R Kx." 16,000 0,000 0,000 8.000 0,000 0,000 8,000 0,00 0,00 0.00 G 0,00 GIRT AND BRACE LOCATIONS 7.292 12,292 0.000 0,000 0,000 0,000 0.000 0,000 0,000 0,000 5B W1 5B 55,00 0.00 0.00 RAFTER AT LEFT KNEE 12,375 0.000 0.000 0.000 12375 1.000 8.250 20,000 0,0 30005 P S 0 SECTION 1 FOR RAFTER SECT FLANGE WEB /OUTER FLANGE-/------WEB-----/-INNER FLANGE-/ LENGTH FY FY Kx 5A W1 5A . 0,00 55.00 0,00 0,00 0 . PURLIN AND BRACE LOCATIONS 5,000 5,000 1,330 X 0 SYMMETRIC FRAME GENERATED WITH CENTERLINE AT X - 19,67 FT n + 17dT + la s ll+mwA+la h Th + llz/I + la £ iim + la z aVOI 3AIl + ana T SNOI &NOS3a NOIlIallo3 aVOI 0 'OOT n 'Os 11 'OOT la s '0 'OOi. ll 'Os llM 'OOT la h 0 'OOT lim 'Os Il 'OOT la £ 10 10 'OOT liM' 'OOT la Z '0 -'0 'OOT ll 'OOT la T AAV NOI1IaNOO aVOI aN3 X81M ££08T'0- ?M'hT ££08T'0- 00000'0 JIM X 9019 n h s adOl XIIM TLZTT'O 8hM'K TLZTT'O 00000'0 3INn X 9019 iim h s aVOI 1MIa h6TT0'0- 00000'0 h6TT0'0- 00000'0 dINn A 9019 la at s avol An ZIM' 0 OU' 61 Z18hT' 0 00000'0 3INn A 9019 dill £ h adOl Alm h£ZTO'0 £8h£C'6T h£ZTO'0 00000'0 3INn X 9019 dlM £ h (NOI ,IIIM ZTEMT10 £8h£L'6T ZTBhT'O 00000'0 3INn A 9019 IIM h aVOI XIIM h£ZTO'O £8h£L`6T. h£ZTO'O 00000'0 3INn X 9019 IIM £. h aVOI 1MIa ZSTTO'O- 00000'0 L8TTO'07- 00000.'0 3INn A 9019 .la £ h Vol MG hsOW'O- 00000'0 hsOW'O- 00000'0 3INn A 9019 la £ h aVOI 3AI1 zz£tz'O- 00000'0 Mtz'0- 00000'0 3INn A 9019 ll £ h aVOI An ZT8 l' O £8KC R ZTBhT' 0 00000' 0 3INn A 9019 dim £ z ([Vol XdIM h£ZTO'0- £8h£L'61 h£ZTO'0- .00000'0 3INn X 9019 dlM £ z aVOI XIIM- ZIM' 0 £8hS1' 6T ZTBhT' 0 00000' 0 3INn , A 9019 iim £ Z aVOI X11M h£ZTO'O- MU '61 h£ZTO'0- 00000'0 3INn X 9019 lIM £ Z Vol 1MIa ZSITO'O- 0000010 M1010- 00000'0 JIM A 8019 la £ Z Vol aV3a t7SM'O- 00000'0 hSOW'O- 00000'0 3INn A 9019 la £ Z aVOI . 3AIl ZZM T- 00000'0 ZZ£hZ'O- 00000'0 3INn A 9019 11 £ Z QVOI X81M UZTT'O- Mg'hT TLZTT'O- 00000'0 31% X 9019 dim Z T (1VOI. XIIM ££08T'O MR'hT ££08T'0 00000'0 3INn X 9019 IIM Z T aVOI 1MIa h61TO'O- 00000'0 h6TT0'0- 00000'0 3INh A 9019 la Z T a.VOI 0 00'0' 00'0 0010 0010 0 0 0 0 0 0 0 00 0 TTS h z I 0 SNOIlIaNOO GWI .005'0-OOZ'0-00L'0-008'0 33dS dSd Ohh'OT aVOI aNIM 00010 00010 00010 00010 OhZ'O aVOI 3AII 00010 00010 00010 00010 O70'0 aVOI aV39 000'00T 000'0Z S80i)V3 aVOI ZOOZ/07-/h0 39f1 9 'dX3 08/OZ/ZT O'OZK 91 X 09 X Oh 9af1899hf{90f VI 'sw@ISAS 6uIPTIn9 ION 0 H 0 3 -1ndNI 0d3VW FRAME DESIGN DATA 6 NCI Building Systems, L.P. JOB#4668UBB 40 X 60 X 16 3@20,0 7.2/20/80 EXP, B UBC 04/20/'2002 CONFIGURATION (SYMMETRIC FRAME) ... BUILDING WIDTH = 40,00 FT NUMBER OF SPANS = '1 .SPAN WIDTHS (FT) = 40.00 .DESIGN BAY SIZE = 20,00 FT LEFT EASE HEIGHT = 16.00 FT RIGHT EAVE HEIGHT = 16.00 FT LEFT COLUMN SLOPE 0.00 /12 LEFT RAFTER SLOPE 1.00 /12 RIGHT RAFTER SLOPE _ -1.00 /12 RIGHT COLUMN SLOPE = 0.00 /12 GIRT DEPTH = 0.00 IN PURLIN DEPTH 8.25 IN LOADINGS ... DEAD LOAD = 2,000 PSF LIVE LOAD = 12,000 PSF WIND LOAD = 10,440 PSF WIND LOAD PARAMETERS ... WIND LOAD METHOD = SPEC WIND INTENSITY = 10.44 PSF - MEAN ROOF HEIGHT = 16,00 FT WIND LEFT COEFFICIENTS = 0,80 -0.70 -0.70 -0.50 FOR WLL . WIND RIGHT COEFFICIENTS = 0,80 -0.70 -0,70 -0,50 FOR WLR LOAD CONDITIONS ... ° LOAD CONDITION 1 = DEAD + LIVE LOAD LOAD CONDITION 2 -.DL + WLL LOAD CONDITION 3 = DL + 1/2LL + WLL LOAD CONDITION 4 = DL + 1/2WLL + LL LOAD CONDITION 5 = DL + 1/2LL + WLR Y r NCI Building = I I G N .SUMMARY REPORT Systems; L,P. PAGE NO, - 1 JOB94668UBB 40 X 60 X 16 3@20,0 12/20/80 EXP. B UBC --------------------------------------------------------------------=--------------------------------------------------- DATE 04/20/2002 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 1 - DEAD +.LIVE LOAD SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION• DEFLECTION NUMBER ------ NUMBER ------ (KIPS) (KIPS) (KIP-FT) (IN) (IN) 1 1 -------- 6.011 ---------------- 1,680 0.000 -------- 0.000 -------- 01000.. 2 2 -01010 -0.224 3 3 -2.749". 0.000 4 4 -0,010 0.224 5 5. 6.011 -1.680 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 2 - DL + WLL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION NUMBER- NUMBER .(KIPS) (KIPS) (KIP-FT) (IN) (IN) 1 1 -2;530 -2.952 0.000 01000 01000 2 2 0.005 3,204 3 3 0.941 3.127 ' 4 4 0.002 3,050 5 5, -0,894 =1.391 01000 0,000 0.000 . FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 3 - DL + 1/2LL + WLL Y " SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION . REACTION REACTION DEFLECTION DEFLECTION NUMBER NUMBER (KIPS) (KIPS) (KIP-FT) (IN) (IN) 1 1 -0.130 -2,261 0.000 0.000 .0,000 2 "." 2 0.000 3.112 3 3 -0-190- 3.127 4 4 -0,002 3.142 5 5 1.506 -2,082 0.000 0.000 0.000 FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 4 - DL + 1/2WLL + LL SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION .. DEFLECTION DEFLECTION ` NUMBER ------ NUMBER ------ (KIPS) (KIPS) (KIP-FT) (IN) (IN) 1 1 -------- 4.141 ---------------- 0.055 0,000 -------- 0.000. -------- 0.000 2 2 -0,007 1,398 3 3 -2.035 1.564 " 4 4 -0.009 ,1.729 5 -----------------------------------------------------------------------------------------------------=------------------ 5 4.959 -2.226 0.000 0.000 0.000 NCI Building Systems, L,P, 0 I G N SUMMARY REPORT 0 PAGE N0. - 2 JOB#4668UBB_40 X 60 X 16 3@20,0 12/20/80 EXP. B UBC DATE 04/20/2002 8" ---- ---------- FRAME REACTIONS AND DEFLECTIONS - LOAD CONDITION 5 - DL + 1/2LL + WLR SECTION MEMBER VERTICAL HORIZONTAL MOMENT VERTICAL HORIZONTAL JOINT JOINT REACTION REACTION REACTION DEFLECTION DEFLECTION'. NUMBER NUMBER (KIPS) (KIPS) (KIP -FT) (IN) (IN) 1 1 1.506 2.082 0.000 0.000 0.000 2 2 -0.002 -3.142 3 3 -0.190 -3,127 4 4 01000 -3.112 5 5 -0.130 ---------------------------------------------------------------------------------=-------------------------------------- 2.261 0,000 0.000 01000 (CONTROLLING ACTIONS) AXIAL I G N SUMMARY REPORT v --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT NCI Building Systems, L.P. AXIAL FBO FBI OUTER FL. INNER FL. 0. PAGE NO, - 3 JOB#4668UBB 40 X 60 X 16 3@20.0 12/20/80 EXP, B UBC ------------------------------------------------------------------------------------------------ (KSI) (KSI) (KSI) AXIAL BENDING BENDING DATE 04/20/'2002 .9 EXT.COLUMN 1- 2 LENGTH 14,82 FT MEMBER ANGLE 90.00 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 177. LB SECTION LENGTH YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB SECTION LENGTH YIELD MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 14.33 55,0 8 1.79 FT 8.00 IN 8.00 IN 5.000 x 0.2500 0,1345 5,000 x 0.2500 0,854 14,3 FT 1 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW, NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS).T 1 5.84 -24.07 --------------------------------------- 20,78 35.29 35.29 ----------------------------------------------------- 1,66 -27.33 27;33 0,08 0.77 0.77 2 2.95 27.18 RAFTER 2- 3 LENGTH 19,73 FT MEMBER ANGLE ----------------------------- 4,76 DEG TEMP DIFF 0, DEG.F RELEASES 0 WEIGHT 234, LB SECTION LENGTH YIELD N0, SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO. (FT) FLG WEB SEG SIZE START END OR SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 19,44 55,0 10 1.94 FT 12.38 IN 12.38 IN 5.000 x 0,1875 0.1345 5.000 x 0.1875 0.888 18.8 FT 1 (.CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR------ D SECTION FORCE MOMENT 'FA FBO . FBI AXIAL FBO - FBI OUTER FL. INNER FL. LOAD FORCE ALLOW. - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) . (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 .1.70 29.72 -----------------------------------------------------------------------------=------------------- 23,82 28.59 33.00 0.49 24.79 -24.79 0.02 0,87 0.75 1 5.59 16,86 RAFTER 4- 3 LENGTH 19.73 FT MEMBER ANGLE 175,24 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 234, LB SECTION LENGTM YIELD NO. SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB MAX COMB AT LOAD NO.. (FT) FLG WEB SEG SIZE START END OR SECTION THICKNESS INNER -FLANGE UNITY CK DIST 'GOND 1 19'.44 55.0 10 1.94 FT 12.38 IN 12.38 -IN 5,000 x 0,1875 0.1345 5.000 x 0.1875 0,888 18,8 FT 1 (CONTROLLING.ACTIONS) AXIAL -=ALLOWABLE STRESSES-- --MAXIMUM STRESSES--- --UNITY CHECK COMPONENTS-- ----WEB SHEAR----=- D SECTION FORCE MOMENT FA FBO FBI AXIAL FBO FBI OUTER FL. INNER FL. LOAD FORCE ALLOW, - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 1.70 29.72 ---------------------------------------------------------------------------------------------------------------------- 23,82 28.59 33.00 0,49 '24,79 -24.79 0,02 0,87 0.75 1 5.59 16.86 . I G N SUMMARY REPORT NCI Building Systems, L.P. PAGE NO. - 4 JOBWMUBB 40 X 60 X 16 3@20,0 12/20/80 EXP, B UBC ----------------------------------------------------------------------------------------------------------------------=- DATE 04/20/200210 EXT,COLUMN 5- 4 LENGTH 14,82 FT MEMBER ANGLE 90,00 DEG TEMP DIFF 0. DEG.F RELEASES 0 WEIGHT 177, LB SECTION LENGTH YIELD NO, SEGMENT DEPTH AT DEPTH AT OUTER FLANGE WEB, MAX COMB AT LOAD N0, (FT) FLG WEB SEG SIZE START END OR SECTION THICKNESS INNER FLANGE UNITY CK DIST COND 1 14.33 55.0 8 1,79 FT 8..00 IN 8.00 IN - 5.000 x 0.2500 0,1345 5,000 x 0.2500 0,854 14,3 FT 1 (CONTROLLING ACTIONS) AXIAL --ALLOWABLE STRESSES-- —MAXIMUM STRESSES--- --UNITY CHECK.COMPONENTS-- ----WEB SHEAR---_'_- D' SECTION FORCE MOMENT. FA FBO FBI AXIAL FBO. FBI OUTER FL. INNER FL. LOAD FORCE 'ALLOW: - NO. (KIPS) (KIP -FT) (KSI) (KSI) (KSI) (KSI) (KSI)-,, (KSI) AXIAL BENDING BENDING COND (KIPS) (KIPS) T 1 5.84 -24.07 20,78 35.29 35.29 . 1.66 -27,33 27;33 0.08 0,77 0,77 5 2.26 27.18 FRAME WEIGHT (EXCLUDING CONNECTIONS, CLIPS AND FLANGE BRACES) IS 822. LB �NGE BRACE .REPORT, NCI Building Systems, L.P. PAGE NO, - 1 1 1 JOB#4668UBB 40 X 60 X 16 3@20.0'12/20/80 EXP,,B UBC DATE 04/20/2002 Locate Flange Bracing Option: OFF ---------- --------------------------------------------- --------------------------------------------------------------- COLUMN 1 - 2 GIRTS LOCATED AT 7,29FT 12,29FT BRACED AT X X RAFTER 2 - 3 PURLINS LOCATED AT 4,68FT 9,70FT 14,72FT 18.40FT 19,74FT BRACED AT X X X X RAFTER 4 - 3 PURLINS LOCATED AT 4,68FT 9.70FT 14,72FT 18.4OFT 19,74FT BRACED AT X X X X COLUMN 5 - 4. GIRTS LOCATED AT 7.29FT 12.29FT BRACED AT X X ------------------------------------------------ ------------- ------------- ---- ---------------------------------------- 0 Design Thk.: 16 ga= 0.0595 ga= 0.065, 14 ga= 0.070 a= 0.085 12 = g ga 0.10 _ MIDWEST METALLIC PAGE 1 12 *** PURLIN DESIGN *** JOB NUMBER : 4668UBB ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING.(FEET) :3@20.00 INSET LEFT (FEET) .667 PURLIN EXTN LEFT (FT.): .00000 ROOF SLOPE :1.000/12 PURLIN DEPTH (INCH) ; 8.00 TOP FLANGE BRACED AT 1.00 FEET INSET RIGHT (FEET) .667 PURLIN EXTN RIGHT (FT.) .00000 HORIZONTAL SPACING (FT.):.5.00000 *** DESIGN CRITERIA *** DEAD LOAD (PSF) 2.00 LIVE LOAD (PSF): 20.00 WIND.VELOCITY PRESSURE (q): 10.440 PSF SPECIAL WIND COEFF.: -1.00 MAX. COMBINED SHEAR -AND BENDING UNITY CHECK :1.035 MAX. SHEAR OR BENDING UNITY CHECK :1.'035 MAX. DEFLECTION LIMIT PER SPAN L/150. r *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP WIND DL + WL DL.+ LL'. # LENGTH LEFT SECTION ---------------- RIGHT COEF. (KLF) (KLF) 1 .6667 .0000 8216 .0000 ------- -1.0000 ------- -.042.4 ------- .1096 .2 19.3333 .0000 8216 .3125. -1.0000 -.0424 .1096 3 20.0000 .3125 8216 .3125 -1.0000 -.0424_ .1096 4 19.3333 .3125 8Z16 .0000 -1.0000 -.0424 .1096 5 .6667 .0000 8216 .0000 =1.0000 -.0424 .1096 *** FLANGE BRACE INFORMATION *** 13 SPAN NOLENGTH OUTSIDE. INSIDE SPAN NO (FT.) BRACES BRACES 1 .667 1@.6667 1@.6667 2 19.333 20@1.0000 1@19.3333 3 20.000 20@1.0000 1@20.0000 4 19.333 20@1.0000 1@19.3333 5 .667 1@.6667 1@.6667 *** *** ,JOB NAME: 4668UBB PURLIN DESIGN LOADING COMBINATION -- DL+LL PAGE 2 ------------------------------------------------------------------------ SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! K -FT! ------------------------------------------------------------------------ KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- .!LS! .00! .001 .00 .00 ! .00 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! 00 .00 .00! 0 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ----------------------------------------------------------------------=-------- -.02! '-.07! 4.97 2.28 ! .03 .00 .00! SP!LO!MOMENT! SHEAR!' ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! U --------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -.02! .96! 4.97 ------------------------------------ 2.28 ! .42 .00 .18! !LL! .00! 00! .00' .00 ! .00' .00 .00! 2!FM! 4.18! .00! 4.97 2.28 ! :00 .84 .84!" 200 !RL! -1.59! -1.12! 4.97 .2.28 ! .49 .32 .34! !RS! ------------------------------------------------------------------------------- -1.94! -1:16! 9.94 4.57 ! .25 .20 .10! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ------------------- K -FT! KIP ! ------------------------------------------ MOMENT(Ma) . SHEAR(Va) ! SHEAR BEND COMB! -L/-. .!LS! -1.94! 1.10! 9.94 4.57 ! .24 --------- .20 --------- .10! !LL! -1.61! 1.06! 4.97 2..28. ! .46 .32 .32! 3!FM! 3.54! .00! 4.97 2.28 ! ..00 .71 .71! 242 !RL! -X1.61! -1.06! 4.97 2.28 ! .46 .32 .32! !RS! --l.94! ---------------------------------------------------- -1.10! 9.94 4.57. ! .24 .20 .10! SP!LO!MOMEN SHEAR! ALLOWABLE FORCES ! ------------------------- UNITY CHECKS ! DEFL ! #! -----------------------------------------------------------------------=------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- ! LS ! -l..94! 1.16! 9.94 4.57 ! - . 25 .20 .10! !LL! -1.59! 1.12! 4.97, 2.28 ! .49 .32 .34! 4!FM!. 4.18! .00! 4.97 2.28 ! .00 .84 .84! 200 !RL!_ .00,! .00! .00 .00 ! .00 .00 .0.0! !RS! --------------- -.02! -.96! 4.97 2.28 ! .42 .00 .181 SP!LO!MOMENT! ----------------- SHEAR! ---------- ALLOWABLE --------------- FORCES- ! ---------------- UNITY CHECKS ! ------ DEFL ! U --.------------------------- K -FT! KIP ! MOMENT(Ma). ---------------------------------------------- SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -.02!: .07! 4.97 2.28 ! .03 .00 .00! ------ !LL! .00! .00! .00 .00 ! .00 .00 ..00! 5!FM! .00! .00! .00 .00 ! .0.0 .00 .00! 0 !RL! .00! .00! ..00 .00 ! .00 .00 .00! !RS!' .00! .00! ..00 .00 ! .00 .00 .00! 14 • *** *** JOB NAME: 4668UBB PURLIN DESIGN LOADING COMBINATION -- DL+WL PAGE 3 15 SP!LO!MOMENT! --------------------------------------------------------_------- SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! U K -FT! -------------------------------------------------------------------- KIP'! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .00! .00 .00 ! .00 .00 .00!' !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! . .00! .00 .00 ! .00 .00 .00! 0 !RL! .00! .00!. .00 .00 ! .00 .00 .00! !RS! ----------------------------------------------------=--=-------------------- .01! .03! 6.63 3.05 ! .01 00 .00! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL t ! U 'K -FT! ------------------------------------------------=-----------=---------- KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/-. .!LS! .O1!' -.28! 6..63 3.05 ! .09 .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -.89! .00! 3.31 -3.05 ! .00 ,27 .00! 1611 !RL! 2.42! ' .53! 6.63 3.05 ! :17 .37 16! !RS! -------------- 2.59! .54! ------------------- 13.25 6.09 ! .12 .20 .05! SP!LO!MOMENT! SHEAR! -----------------------------------7---------- ALLOWABLE FORCES ! UNITY CHECKS ! DEFL !.#! ---------- K -FT! -------------------------- KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- 2.59!. -.42! 13.25 6.09 ! .09 .20 .05! !LL! 2'.46! -.41! 6.63 3.05 ! .13 .37 16!. 3!FM! .47! .00! 6.63 3.05 ! .00 .07 .07!.9999 !RL! '2.46! Al!, 6.63 3.05 ! .13 .37 .16! !RS! 2.59! .42! 13.25 6.09 !. .09 .20 .05! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! ------------------------ UNITY CHECKS !.DEFL ! U K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.59! -.54! 13.25 6.09 !' -------- .12 -------------------- .20 .05! !LL!. 2.42! .-.53! 6.63 3.05 ! .17 .37 .. .16! 4!FM!. 7-.89! .00! 3.31 3.05 ! .00 .27 .00! 1611 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! .01! .28! 6.63 3.05 ! .09 .00 .01! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! ------------------------- UNITY CHECKS ! DEFL ! U ----------------------------------------------------------------------------=-- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! -SHEAR BEND COMB! -L/- !LS! .01! -.03! 6.63 3.05 ! .01 .00 .00! !LL! .00! .00! .00 .00 ! .00 .00 .00! 5!FM!, .00! :00! .00 :00 ! .00 .00 .00! 0 !RL!. .00! .00! .00.00 ! .00 .00 .00! !RS! .00! .00! .00 .00 ! .00 .00 .00! Design Thk.: 16 ga= 0.0595 ga= 0.065, 14 ga= 0.070, ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 **,* EAVE STRUT DESIGN *** 16 JOB NUMBER : 4668UBB' y ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :3@20.00 BAY SPACING (FEET) INSET LEFT (FEET) .6670 INSET RIGHT (FEET ) .6670 EAVE EXTN LEFT (FT.) .0000 EAVE EXTN RIGHT (FT.) .0000 ROOF SLOPE :1.000/12 HORIZONTAL SPACING (FT.) 2.5000 EAVE STRUT DEPTH (INCH) 8.00 TOP FLANGE BRACED AT 1.00 FEET h *** DESIGN CRITERIA *** DEAD LOAD (PSF) 2.000 LIVE LOAD,(PSF):20.000. WIND VELOCITY PRESSURE (q): 10.440 PSF SPECIAL WIND COEFF.:-1.300 MAX. COMBINED SHEAR AND BENDING UNITY CHECK :1..030 MAX. SHEAR OR BENDING UNITY CHECK :1.030 MAX. DEFLECTION LIMIT PER SPAN L/100. SPAN LENGTH SECTION AREA MOMENT WIND DL .+ WL DL.+ LL ---- -FT- NAME -------------- IN.SQ. INERTIA COEF­ (KLF) -------------- (KLF) 1 .67 8ES14 -------------- 1.256 12.92. -1.3000 -.0291. ------- .0548 2 19.33 8ES14 1.256 12:92. -1.3000 -.0291 .0548 3 20.00 8ES14 1.256 12.92 -1.3000 -.0291 .0548 4 19.33 8ES14* 1.256 12.92 -1.3000 -.0291 .0548 5 .67 8ES14 1.256 12.92 _.1.3000 -.0291 .0548 EAVE STRUT. DESIGN *** • JOB NAME: 4668UBB PAGE 2 17 **** DEAD + LIVE LOAD **** ------------------------------------------------------------------------------ SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS DEFL ! P K -FT! KIP ! - ------------------------------------------------------------ MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 ..00 !. .00 .00 .00! -161 RS! -.01! ------------------------------------------------------------------------ .04! 6.96 3.58 ! .01 .00 :01! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! P K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! !LS! -.01! ..53! 6.96 3.58 ! .15 -------------- .00 ..15! 2!FM! 2.55! .00! 6:95 3.58 ! .00 .37 .371 -514 RS! ------------------------------------------------------------ .00! -.53! .6.96 3.58 ! .15 .00 .15! - SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! ---=------ UNITY CHECKS =-------- ! DEFL ! P --------------------------------------------------------------------------=---- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB!. -L/- !LS! .00! .55! 6.95' 3.58 ! .15 .00 .15!' 3!FM! 2.74! .00! 6.95 3.58 ! .00 .39 .39! 463 RS! .00! -.55! 6.95 3.58 ! .15 00 .15! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ------------ ­ ! DEFL ! #! K -FT! KIP.! MOMENT(Ma), SHEAR(Va) ! SHEAR BEND COMB! -L/- --------------------------------------------------------------=---------------- !LS! x.00! .53! 6.96' 3.58 ! .15 .00 .15! 4!FM! 2.55!'. .00! 6.95 3..58 ! .00' .37 .37! -514 RS! -=--------------------- -.01! -.53!. 6.96 ----------------------------------- 3.58 ! .15 .00 ..15! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES I ! --------------------- .UNITY CHECKS ! DEFL ! U ------------------------------------------------------------------------------ K -FT! •KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/-' !LS! -.01! -.04! 6.96 3.58 ! ,01 .00 .01! 5!FM! .00! .00! .00 .00 ! .00 .00 ,00! -161 RS! .00! .00! .00 .00 ! .00 .00 .00!. *� EAVE STRUT DESIGN *** • JOB NAME: 4668UBB PAGE 3 j$ **** --------------------- DEAD + WIND LOAD **** SP!LO!MOMENT! SHEAR!. ------------------------------------- ALLOWABLE FORCES ! 7------------------ UNITY CHECKS ! DEFL. ! P K -FT! KIP ! MOMENT(Ma) --------------------------------------------------------- SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! .00! .00! .00 .00 ! .00 " .00 :00! 304 RS! ---------------------------------------------------------------------------- .01! -.02! 9.28 4.77 ! .01 .00 .01! SP!LO!MOMENT! SHEAR!: ALLOWABLE FORCES ! UNITY CHECKS !DEFL--- ! P K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB!. -L/-' --------------------------------------- 4.77.! .08. .00 .08! 2!FM! -1.35! .00! 3.73 4.77 ! .00 .36 .36! 970 RS! ------------------------------------------- .00! 28! 9:28 4.77 ! .08 .00 .08! SHEAR! ALLOWABLE 7 FORCES ! UNITY CHECKS. ! DEFL ! P K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.29! 9.27 4.77 ! .08. .00 ------------- .08! 3!FM.! -1.45! .00! 3.72 4.77 ! .00 .39 .39! 874 RS! -------------------------------------.------------------------------------------ .00! .29! 9.27 4.77'! .08 .00 .08! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! #! ---------------------------------------------- K -FT! KIP ! MOMENT(Ma) . SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 1.00! -.28! 9.28 --------------------- 4.77 ! ..08' .00. ----------- .08! 4!FM! -1.35! .0.0!. 3.73. 4.77 ! .00 .3.6 .36! 970. RS! -----------------------7 .01! .28.! 9.28• ------------------------------------------------- 4.77. ! .08 ..00 .08! SP!LO!MOMENT! SHEAR!- ' ALLOWABLE FORCES ! UNITY CHECKS ! ------- DEFL ! #! ------------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .01! .02! 9.28 4.77 ! .01 .00 .01! 5!FM! .00! .00! .00 .00 ! .00 .00° .00! 304 RS! .00! .00! .00 .00 ! .00 .00 .00! Design Thk.: 16 ga= 0.059 5 ga= 0.065, 14 ga= 0.070, ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** GIRT DESIGN *** 19 *** FRONT SIDEWALL *** JOB NUMBER : 4668UBB ( FULL OPTIMIZATION ) *** GEOMETRIC DATA *** BAY SPACING (FEET) :3@20.00 INSET LEFT (FEET) .6667 INSET.RIGHT (FEET) .6667 ROOF SLOPE : 1.00/12 MAX.' TRIBUTARY SPACING (FT.) 6.6458 GIRT DEPTH (INCH) :-8.00 GIRT CONDITION :FLUSH OUTSIDE FLANGE BRACED AT 1.00 .FEET *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): -10.44 PSF WIND LOAD'PRESSURE COEFF. .90 'WIND LOAD SUCTION COEFF. :- .90 MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03 MAX. SHEAR OR BENDING UNITY CHECK :' 1.03 MAX. DEFLECTION LIMIT PER SPAN.' :L/ 90. SPAN BAY MAX PRESSURE SUCTION PRESSURE SUCTION N0. SPACING. TRIB SPA COEF COEF (KLF) 1 19.3333 6.6458 .9000 -.9000 .0624 -.0624 2 20.0000 6.6458 .9000- -.9000 .0624 -.0624 3 19.3333 6.6458 .9000 -.9000 .0624 -.'0624 *.** LOADING COMBINATION *** 1.' WLP 2. WLS GIRTS ARE CONNECTED USING LONG CLIP_ *** CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF LAP # LENGTH LEFT SECTION RIGHT 1 .19.3333 .0000 8Z16 :0000 2 20.0000 .0000 8216 .0000 3 19.3333 .0000 8216 .0000 0 s_ *** FLANGE BRACE INFORMATION *** 20 SPAN NOLENGTH OUTSIDE INSIDE SPAN NO (FT.) BRACES BRACES 1 19.333 20@1.0000 1@20.0000- 2 20.000 .20@1.0000 1@20.0000 3 19.333 20@1.0000 1@20.0000 0 s_ *** GIRT DESIGN *** • *** FRONT- SIDEWALL *** JOB NAME: 4668UBB LOADING COMBINATION -- WLP PAGE 2 21 ---------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! - ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! P K -FT! ------------------------------------------------------------------------- KIP.! MOMENT(Ma) . SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! .45! 6.63 3.05 ! .15 .00 .02! !LL! .00! .00! .00 .00' ! .00, .00' .00! 1!FM! 1.65! .00! 6.63 3.05 ! .00 .25 .25! 633 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! --------------7------------------------------------------------------------- -2.45! -.72! 6.63 3.05'. ! .23 .37 .19! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS:: ! DEFL- ! #! ----------------------------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va)'! SHEAR BEND COMB! -L/- !LS! -2.45! .59! 6.63 3.05 ! .19 .37 .17! !LL.! .00! .00! .00 .00 ! .00 00 .00! 2!FM! Al! .00! 6.63 3.05 ! .00 .05 .05! 4552 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! -------------------------------------------------------- -2.45! 7.59! 6.63 3.05. ! .19 .37 .17! SP!LO!MOMEN.T! SHEAR_! ALLOWABLE FORCES ! =----------------- UNITY.CHECKS !'DEFL ------ . ! #! K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! -2.45! .72! 6.63 3.05 .23 .37 .19!-------- !LL! -.00! .00! .00 .00 ! .00 -.00 .00!. 3!FM! °1.65! .00.! 6.63 3.05 ! .00 .25 .25!- 633 !RL! .00! .00! .00 .00 ! .00 .00 .001 !RS! .00! -.45! 6.63 3.05 ! .15 .00 :02! •*** GIRT DESIGN **,* FRONT.SIDEWALL *** JOB NAME: 4668UBB LOADING COMBINATION -- WLS PAGE .3 22 ---------------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES. ! UNITY CHECKS ! DEFL ! V --------------------------------------------------------=----------------=----- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.45! 6.63 3.05 ! .15 .00 .02! !LL! .00! .00! .00 .00 ! .00 .00 .00! 1!FM! -1.65! .00! 3.31 3.05 ! .00 .50 .00! 633. !RL! .00! • .00! .00 .00 .. ! .00 .00 .00! !RS.! 2.45! ..72! 6.63 3.05 ! -:23 .37 .19! SP!LO! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! --------- ----------------- ------------------ UNITY CHECKS ! DEFL . ! P --------------------------=---------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) !. SHEAR BEND 'COMB!.-t/-.' !LS! 2.45! -.59! 6.63 3.05 ! .19 .37 .17! !LL!. .00! .00! 00 .00 ! .00 .00 00! 2!FM! -.31! .00! 3.31. 3.05 ! .00 .09' ..00! 4552 !RL!. .00! .00! .00 .00 ! ..00. .00 .00! !RS! ------------------------------------------------------------------------------- 2:45! .59! 6.63, 3.05 ! .19 .37 .17! SP!LO!MOMENT! SHEAR! ALL'OWABLE.FORCES ! UNITY CHECKS ! DEFL ! P ----------------------------------------------------------=-------=--=--=------ K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! 2.45! -.72! 6.63 3.05 ! .23 .37 .19! !LL-! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! -X1.65! .00! 3.31 3..05 ! .00 .50 .00! 633 !RL! .00!-. .00! .00 .00 ! .00 .00 .00! !RS! .00! .45! 6.63 3.05. ! ..15 .00 .02! Design Thk.: 16 ga= 0.059#5 ga= 0.065, 14 ga= 0.070, ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1' *.** GIRT DESIGN *** 23 *** LEFT ENDWALL *** JOB NUMBER 4668UBB A OPTIMIZE SHORT ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) 12.000,16.000,12.000 INSET LEFT '(FEET) .8438 INSET RIGHT (FEET) .8438 ROOF SLOPE .00/12 MAX. TRIBUTARY SPACING (FT.) 6.6458 GIRT DEPTH (INCH) 8.00 GIRT CONDITION .:FLUSH OUTSIDE FLANGE BRACED AT 1.00 FEET *** DESIGN,. CRITERIA *** WIND VELOCITY PRESSURE (q): -10.44 PSF WIND LOAD PRESSURE COEFF. ':90 WIND LOAD SUCTION COEFF. :- :90 MAX. COMBINED SHEAR AND BENDING UNITY CHECK 1.03 MAX. SHEAR OR BENDING UNITY CHECK 1.03 MAX. DEFLECTION LIMIT PER SPAN :L/ 90. SPAN BAY MAX PRESSURE SUCTION .PRESSURE SUCTION NO.. SPACING TRIB SPA COEF COEF (KLF) ----------------------- (KLF)' 1 --------------- 11.1563 6.6458 .9000. -.9000 .0624 ------- -.0624 2 16.0000 6.6458 .9000 -.9000 .0624 -.c0624 3.. 11.1563 6.6458 .9000 -.9000 .0624 -.0624 ***. LOADING COMBINATION *** 1. WLP 2. WLS GIRTS ARE CONNECTED USING SHORT CLIP. ***. CRITICAL ROW SUMMARY *** SPAN ANALYSIS LAP SIZE OF' LAP # LENGTH LEFT SECTION RIGHT 1 10.6146 .0000 8Z16 ..0000 2 15.4583 .0000 8Z16 .0000 3 10.6146 .0000 8216 .0000 *** FLANGE BRACE INFORMATION *** 24 SPAN NOLENGTH OUTSIDE INSIDE SPAN NO (FT.) BRACES BRACES 1 10.615 12@1.0000 1@12.0000 2 15.458 16@1.0000 1@16.0000 3 '10..615 12@1.0000 1@12.0000 r •*** GIRT DESIGN *** *** LEFT ENDWALL *** JOB NAME: 4668UBB PAGE 2 25 LOADING COMBINATION -- WLP ------------------------------------------------------------------- SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL ! U K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/' !LS! .00! .33! 6.63 3.05 ! ----------------------- .11 ..00 01! !LL! .001 .00! .00 .00 ! .00 .00 .001 1!FM! .88! .00! 6.63 3.05 ! .00 .13 .13! 1634 !RL! .00! .00! .00 .00 ! :00 .00 .00! !RS! ---------------------------------- .00! -.33! 6.63 3.05 ! ------------------------------------- .11 .00 .01! SP!LO!MOMENT! SHEAR! ALLOWABLE - FORCES ! UNITY CHECKS ! -------- DEFL ! U ---------------------------------------------=--------------------------------- K- FT! KIP ! . MOMENT(Ma) SHEAR(Va) ! SHEAR BEND. COMB! . -L/- !LS! .00! .48! 6.63' 3.05 ! .16 ..00 .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! 1.87! .00! 6:63 3.05 ! .00 .28 .28! 529 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! ----------------------------------------------------------------------------=-- .00! -.48! 6.63 3.05 ! .16. .00 .03! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! DEFL P. --------------------------------------------------------------------=---------- K -FT!. KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/-* !LS! .00! .33! 6.63 3.05 ! .11 .00. :01! !LL! .00! .00! .00 .00 ! .0.0 .00 .00! 3!FM! x.88! .00! .6.63 3.05 ! .00. .13 .13! 1634 !RL!, .00!, .00! .00 .'00 ! .00 .00 .00! !RS! .00! -.33! 6.63 3.05 ! .11 .00 .01! r •*** GIRT DESIGN *** *** LEFT ENDWALL, *** JOB NAME:.4668UBB PAGE 3 26 LOADING COMBINATION -- WLS SP!LO!MOMENT! ------------------------------------------------------------- SHEAR! ALLOWABLE FORCES ! UNITY CHECKS ! .. DEFL ! #! ---------------------------------------------------- K -FT! KIP ! - -------------------------------------------------------------- MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! _ -L/- L/- !LS! !LS! ,00! -.33! 6:63 3.05 ! -------------------------- .11 .00 .01! !LL! .00! .00! .00 .00 ! ..00, .00 .00! 1!FM! -..88! .00! 3.31 3.05 ! .00 .27 .00! 1634 !RL! .00! .00! .00 .00 ! .00 .00 .00! !RS! --------------------7----------------------------------------------------------- .00! .33! 6.63 3.05 ! .11 .00 .01! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY .CHECKS!_ DEFL ! #!. K-FT! KIP•!: MOMENT(Ma) SHEAR(Va) !.-.SHEAR BEND COMB! -L/- !LS! .00!. -.48! 6.63 .3.05. ! .16 ------------------ .00. .03! !LL! .00! .00! .00 .00 ! .00 .00 .00! 2!FM! -1.87! .00! 3.31 3.05 1 .00 .56 .00! 529 !RL! .00! .00! .00 .00. ! .00 .00 .00! !RS'! --------------------------------------------------------------------=--------=- .00! .48! 6.63 3.05 ! .16- .00 .03! SP!LO!MOMENT! SHEAR! ALLOWABLE FORCES ! UNITY.CHECKS ! DEFL. ! #! --------------------=---------------------------------------------------------- K -FT! KIP ! MOMENT(Ma) SHEAR(Va) ! SHEAR BEND COMB! -L/- !LS! .00! -.33! 6.63 3.05 ! .11- .00 .01! !LL! .00! .00! .00 .00 ! .00 .00 .00! 3!FM! x.88! .00! .3.31 3.05 ! .00 ..27'. .00!,1634 !RL! .00! .00!. .00 .00 !. .00 .00. .00! !RS! .00! .33! 6.63 3..05 ! .11 .00 .01! Design Thk.: 16 ga= 0.0591-15 ga= 0.0 14 ga= 0.070, 13 ga= 0.085, 12 ga= 0.10 MIDWEslWrALLIC 0. *** COLUMN SIGN . *** . *** LEFT ENDWALL *** JOB NUMBER : 4668UBB ( ANALYSIS ONLY ) *** GEOMETRIC DATA *** BAY SPACING (FEET) 12.000,16.000,12.000 BAY SPACING (FEET) . FS EAVE HEIGHT (FEET) 16.00 BS EAVE HEIGHT (FEET) 16.00 FS TO RIDGE (FEET) 20.000 FS ROOF SLOPE': 12 1.00 END FRAME (BF,MF) BF GIRT CONDITION FLUSH PURLIN DEPTH (INCHES) 8.00 RAFTER DEPTH (INCHES) 8.000 ENDWALL BRACING TYPE C # BAYS 1 LOCATION :A *** DESIGN CRITERIA *** WIND VELOCITY PRESSURE (q): 10.44 PSF BUILDING COND. (E,P,O): E COLUMN DEFLECTION LIMIT L/ 90. SPCL.EW COL.PRES.COEF.: .900 SPCL.EW COL.SUCTION COEF. -.900 SHEAR + BENDING LIMIT : 1.03 SHEAR OR BENDING LIMIT 1.03 *** LOADING COMBINATIONS *** 1.DL+LL 2.DL+WLP 3.DL+WLS *** DESIGN RESULTS AND WIND LOADING *** COL SECTION ANAL'. TRIB. MIDSPAN PRESSURE SUCTION PRESSURE SUCTION # SIZE LENGTH ----------- ------ SPACING HEIGHT COEF. COEF. (KLF) ---------------------- (KLF) . . 1 8X3.5C16 15.392 --------------- 6.000 16.250 .900 -.900 .056 ------- -.056 2 8X3.5C14 16.310 14.000 17.083 .900 -.900 .132 -.132 3 8X3.5C14 16.310. 14.000 ..17.083 .900 -.900 .132 -.132 4 8X3.SC16 15.392 6.000 16.250 .900. -.900 .056 -.056 27 *** COLOESIGN *** *** LE DWALL *** JOB NAME: 4668UBB PAGE 2 *** COLUMN NUMBER 1 SIZE : 8X3.5C16 *** G1 (FEET) = 7.292 2 O I 1 AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX O LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER 1 UNITY I DEF ` COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL 'FLGE. FLGE. I CHECK I L/ - ---I---- I ------- ----- =--I ------- ------ ----------- I ----- ----- ------ ------- 1 1 FM 1 1.10 .37 1' 9.11 4.84 4.32 . 2.141 .12 .08 .09 1 .21 1 0 1 1 G1 1 1.10 .17 1 7.79 4.84 4.41 2.141 .14 .04 .09 1 .18 1 2 1 FM 1 -.51 -1.84 1 42.79 6.45 5.76 2.861 -.01 .28 .32 1 .33 1-738 2 1 G1 1 -.51 -1.75 1 42.79 . 6.45 5.88 2.861 -.01 .27 .30 1 .31 1 3 1 FM 1 -.51 1.58 1 42.79 6.45 5.76 2.861 --.01 .25 .28 1 .26 1 738 3 1 G1 1 -.51 1.58 1 42.79 6.45 5.88 2.861 '-.01 .25 .27 1 .26 1 *** COLUMN NUMBER : 2 SIZE : 8X3.5C14 *** G1 (FEET) = 7.292 I I AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER 'INNER I UNITY 1 DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK 1 L/ ---I----I--------------- I ------- ------ ----------- I ----- ----- ------I-------I---- 1 I FM 1 3.50 1.17 1 11.65 6.39 5.68 3.581 .30 .18 .21 1 .51 1 0 1 1 G1 1 3.50. .52 1 10.00 6.39 5.80 3.581 .35 .08 .09 1 .44 1 2 1 FM 1 -1.61 -4.91 1 50.77 8.52 7.58 4..771 -.03 .58 .65 1 .68 1-314 2 1 G1 1 -1.61 -4.57-1 50:77 8.52 7.73 4.771 -.03 .54' .59 1 .62 1 3 1 FM 1 -1.61 4.08 1 50.77 8.52 7.58 4.771 -.03 .48 .54 1 .51 1 314 3 I G1 1' -1.61 4.08 1 50.77 8.52 7.73 4.771 -.03 .48 .53 1 .50 1 *** COLUMN NUMBER : 3 SIZE : 8X3.5C14 *** G1 (FEET) = 7.292 I I AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ---->1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I . OUTER INNER I.UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK 1 L/ - - -I---- I ------- -------- I ------- ------ ----------- I ----- ----- ------I-------I---- 1 1 FM 1 3.50 1.17 1 11.65 6.39 5.68 3.581 .30 .18 .21 1 .51 '1 0 1 1 G1 1 3.50 .52 1 10.00 6.39 5.80 3.581 .35 _ .08. .09 I .44 1 2 1 FM 1 -1.61 -4.91 1 50.77 8.52 7.58 4.771 -.03 .58 .65 1 .68 1-319 2 1 G1 1 -1.61 -4.57 1 50.77 8.52 7.73 4.771 -.03 .54 .59 1 .62 1 3 1 FM 1 -1.61 4.08 1 50.77 8.52 7.58 4.771 -.03 .48 .54 1 .51 1 314 3 I G1 I -1.61 4.08 1 50.77 8.52 7.73 4.771 -.03 .48 .53 1 .50 1 f COLUJWESIGN .**' ' *** LEf' DWALL **' JOB NAME: 466BUBB PAGE 3 *** COLUMN NUMBER 4 SIZE : SX3.5C16 *** G1 (FEET) 7.292 I I AXIAL BENDING I<----- ALLOWABLE FORCES----->1<---UNITY CHECK ----s1 COMB I MAX LOADI I FORCE MOMENT I AXIAL MOMENT MOMENT SHEAR I OUTER INNER I UNITY I DEF COMBILOC I kips kip -ft I kips kip -ft kip -ft kips (AXIAL FLGE. FLGE. I CHECK I L/ ---- I ---- I ------- - ------- I ------- ------ ----------- I ----- ----- ------ -------- I I FM 1 1.10 .37 I 9.11 4.84 4.32 2.141 .12 .08 .09 I .21 I 0 1 I G1 I 1.10 .17 I 7.79 4.84 4.41 2.141 .14 .04 .04 I .18 1 2 I FM I -.51 -1.84 1 42.79 6.45 5.76 2.861 -.01 .28 .32 j .33 1-738 2 1 G1 1 -.51 -1.75 1 42.79 6.45 5.88 2.861 -.01 .27 .30 1 .31 1 3 1 FM 1 -.51 1.58 1 42.79 6.45 5.76 2.861 -.01 .25 .28 1 .26 ,I 738 3 1 G1 1 -.51 1.58 1 42.79 6.45' 5.68 7.86 - ni 7S 77 1 29 Design Thk.: 16 ga= 0.0515 ga= 0.065, 14 ga= 0.070, .ga= 0.085, 12 ga= 0.10 MIDWEST METALLIC PAGE 1 *** ENDWALL DESIGN *** *** LEFT ENDWALL *** *** ENDWALL RAFTER *** JOB NUMBER ,4668UBB (.ANALYSIS ONLY ) *** GEOMETRIC DATA' *** ENDWALL COLUMN SPACING: 12.000,16.000,12.000 ENDWALL COLUMN SPACING:. ENDBAY (FEET) .:20.0000 PURLIN EXTN. (FEET) .0000 FRONT SIDE CANOPY (FT): '.0000 BACK SIDE CANOPY (FT) .0000 FRONT SIDE ROOF SLOPE 1..00/12 BACK SIDE ROOF SLOPE 1.00/12 PURLIN SPACING (FEET) .5.017 *** DESIGN CRITERIA *** DEAD LOAD (PSF) 3.000 LIVE LOAD (PSF) 20.000 WIND VELOCITY PRESS(q): 10.440 PSF BUILDING CONDITION (E,P,O): E .SPCL. GCp @ ENDBAY/2 . -1.300 SPCL. GCp @ OVERHANG ' . -1:300 SHEAR OR BENDING LIMIT: 1.035 RAFTER DEFLECTION LIMIT L/150. *** LOADING COMBINATION *** 1. DL+LL 2. DL+WL *** LOADING *** ANALYSIS GCp PURLIN GCpX DL+WL DL+LL SPAN LENGTH ENDBAY/2 COEF. EXTN.. COEF. (KLF) (KLF) OH 1.0035 10.0000 -1.3000 ..0000 -1.3000 -.1058 .2292 1 11.0381 10.0000 -1.3000 .0000 '-1.3000 -.1058 .2292 .2 16.0555 10.0000 -1.3000 0000 -1.3000 -.1058 .2292- 22923 3 11.0381 10.0000 -1.3000 .0000 -1.3000 -.1058 .2292 OH 1.0035 10.0000 -1.3000 .0000 -1.3000 =.1058 :2292 *** DESIGN RESULTS *** MEM SIZE LENGTH 1. 8X3.5C16 19.0659 2. 8X3.5C16 19.0659 30 *** RAFTER DESIGN ***. LEFT ENDWALL *** *** • JOB NAME: 4668UBB PAGE 2 31 LOADING COMBINATION -- DL+LL ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! . DEFL # ! # --------------------------=--------------------------------------------------- ! ! K -FT! KIP ! MOMENT SHEAR ! SHEAR BEND ! -L/- 1 ! 1 !**! -.12! .87! 4.87! 2.28! .38! .02! ! 1 !FM! 1.54! .00! 4.87! 2.28! .00! .32!'2297 ! 1 !RS! -4.46! -1.66! 4.87! 2.28! .73! .91! ! 2 !LS! -4.46! 1.84! 4.87! 2.28! .81! .91! ! 2 ----------------------------------------=-=----------------------------------- !**! -2.93!- .00! 4.87! 2.28! .00! .60! MEM!SPN!LO!MOMENT!'SHEAR! ALLOWABLE FORCES! 'UNITY RATIO ! DEFL ! # ------------------------------------------------ ------------------------------------------------------------------------2 ! ! K -FT! KIP ! 'MOMENT SHEAR ! SHEAR BEND ! -L/- L/---# 2! 2 !**! 2.93! .00! 4.87! 2.28!. --------------------------- .00! .60! 579 ! 2 !RS! -4.46! -1.84! 4.87! 2.28! .81! .91! ! 3 !LS! -4.46! 1.66! 4.87! 2.28! .73! .91! ! 3 !FM! 1.54! .00! 4.87! 2.28!. .00! .32! 2297' 3.!**' .12! -.87! 4.87! 2.28! .38! .02! f *** RAFTER DESIGN *** *** LEFT ENDWALL *** JOB NAME: 46680BB PAGE 3 32 LOADING COMBINATION -- DL+WL .. ------------------------------------------------------------------------------ MEM!SPN!LO!MOMENT! SHEAR! ALLOWABLE FORCES! UNITY RATIO ! DEFL # ! # --------------------------------------------------------------------------=--- ! ! K-FT! KIP ! MOMENT SHEAR'! SHEAR BEND ! -L/- 1 ! 1 !**! .05! -.40! 6.49! 3.05! .18! .01! ! 1 !FM! -.71! .00! 6.29!. 3.05! .00! .11! 4970 ! 1 !RS! .2.06! -.77! 6.49! 3.05! .34! ..32!. ! 2 !LS! 2.06! -.85!. 6.49! 3.05! .37! .32! 1 2 ------------------------------------------------- !**! 1.35! .00! 6.49! 3.05!. .00! 21! MEM!SPN!LO!MOMENT!.SHEAR! ALLOWABLE FORCES! ..UNITY -------- --------------------- RATIO ! DEFL # ! # ------------------------------------------------------------------------------ ! ! K-FT! KIP '! MOMENT SHEAR ! SHEAR BEND'! -L/- 2 ! 2 !**! -1.35! .00! 6.49! 3.05! y .00! .21! 1254- 2542 2 !RS! 2.06! .85! 6.49,! 3.05! .37.! .32! . ! 3 !LS! 2.06! -.77! 6.49! 3.05! .34! ! 3 !FM!. -.71! .00! 6.29!, 3.05! .00! .32! .11! 4970 3 !**! -.05! .40! 6.49! 3.05! .18! .01! MIDWqWETALLIC *** BRAC ESIGN *** PAGE 1 • JOB NUMBER : 4668UBB 33 (FULL OPTIMIZATION). *** GEOMETRIC DATA *** BAY SPACING (FEET) 3@20.00 BRACED TIER SPACES (FT) 12.00,16.00,12.00 FRONT EAVE HEIGHT (FEET): 16.0000 BACK EAVE HEIGHT (FEET) 16.0000 FRONT SIDE ROOF SLOPE :,1.0000/12 FRONT SIDE TO RIDGE 20.0000 **� BRACING DATA *** RF BRACING TYPE CABLE # BAYS 1 LOCATION 2 FS BRACING TYPE CABLE # BAYS 1 LOCATION 2 BS BRACING TYPE CABLE # BAYS 1 LOCATION 2 LE BRACING TYPE CABLE # BAYS 1 LOCATION A RE BRACING TYPE CABLE #.BAYS 1 LOCATION A *** DESIGN CRITERIA *** WIND VELOCITY PRESS (q) 10.4400 PSF EDGE STRIP WIDTH (FEET) 20.000 INTERIOR COEFFICIENT'GCpR: 1.3000 EDGE STRIP COEFFICIENT,GCpX 1.3000 MAXIMUM UNITY.CHECK RATIO: 1.0345 MAX. HORIZONTAL DEFLECTION .0000 *** LOADING COMBINATIONS *** 1. WIND LOAD *** BPAW.G DESIGN *** JOB NUMBER 4668UBB ***BRACING *** PAGE 2 (FRO TO BACK SIDE) *** BRACING RESULTS *** 34 ------------------------------------------------------------------------=------ ITIER I TIER I C. BRAC I'NG - S I Z /TENS I0N I I NO. I SPACING I BAY #2 1 BAY #0 1 BAY #0 I BAY #0 1 BAY #0. I ------------------------------------------------------------------------------- 1 1 1 12.0000 1 1/4" DIA I I(FS) 1 1 1.89 1 ------------------------------------------------------------------------------- 1 2 1 16.0000 1 1/4" DIA- I I I I .00 .1 -------------------------------------------------------- --------------------- 1 3 1 12.0000 1 1/4" DIA I I(BS) 1 1 1.89 I ------------------------------------------------------------ ------------------- --------------------------------------------------.------------------------------- I COL I P I S T R U T S- T Y P E / F O R C E I I # I FORCE I BAY #2 1 BAY #0 I BAY #0 I BAY #0 1 BAY #0 I ------------------------------------------- ----------------- ------------------- I ?S 1 ..6616 I STANDARD I 1EAVE 1 1 2.28 ------------------------------------------------------------------------=------ 1 2 I 1.6230 1 CL - 1 I I I 1.62 I --------------------------------------------- ---------------------------------- 1 3 1 • 1.6230 'I CL - 1 1 I I I 1.62 ------------------------------------------------------------------------------ 13S 1 .6616 1 STANDARD I' IEAVE 1 I 2.28 1 ------------------------------------------------------------------------------- *** B*BRACING G DESIGN *** • JOB NUMBER 4668UBB "** *** PAGE 3 *** FRONTSIDE *** ------------------------------------------------------------------------------- I I TIER 1 C' B R A C I N G- S I Z E/ T E N S I 0 N 1 (WALL I SPACING I BAY #2 1 BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 I ------------------------------------------------------------------------------- I FS 1 16.0000 1 1/4" DIA I I 1 1 2.81 1 -------------------------------=----------------------------------------------- *** BACKSIDE *** --------------------------------------------------------------------------=---- I 1 TIER I 'C' B R A C I N G- S I ZE/TEN S I 0 N 1 IWALL I SPACING I BAY #2 1 BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 1 ------------------------------------------------------------------------------- I BS 1 16.0000 1 1/4" DIA I I 1 1 2.81 1 --------------------------------------------------=---------------------------- **r LEFT ENDWALL *** ------------------------------------------------------------------------------- I I TIER 1 'C' B R A C I N G- S I2 E/ T E NS I 0 N 1 IWALL.1 SPACING I BAY #1 1 BAY #0 1 BAY #0 1 BAY #0 1 BAY #0 1 ------------------------------------------------------------------------------- 1 1 6..8183 1 1/4" DIA. I IUPPERI I 1.28 1 ---------------------------------------------- --------------------------------- I LE 1 .7.2917 1 1/4" DIA 1 ILOWERI I 1.30 I ------------------------------------------------------------ ------------------ I STRUT TYPE ' II ------------- --------------------------- ------------------------- -------------- *** RIGHT ENDWALL r** ------------------------------------------------------------- - ------------------ I I TIER I 'C' B R A C I N G- S I 2 E/ T E N S I 0 N 1 IWALL.1 SPACING 1. BAY #1 -1 BAY #0 1 BAY #0 I BAY #0 I BAY #0 I -------------------------=----------------------------------------------------- I I 6.8183 1 1/4" DIA I IUPPERI 1 1.28 1 -------------y------------------------------------------------------------------ I RE 1 7.1917 '1 1/4" DIA I ILOWERI I 1.30 1 ------------------------------------------------------------------------------- I STRUT TYPE I1 ------------------------------------------ -------------------------------------- 35 T ES T ING (*ORATORY . LAT-JLi]..D 1.]1 15J 1 11iE F YcNL E NCS i ri, 1ACY.5^_1{'.�LLE, ELOFIDA..i__'S IN ]L']Tvt•,'TTL7 AJ �[CC_.., >•. Zu7a, 'T TVtuC .1.� __na 1_Y Z.A. ALi 1_7a -J _Cn T1 J.L ll•Or.'�TT Cf CL; '..)fTl. AMS AV ;}OwiJ-loy _ rCJ1 TJ 71.1 OUR 1%C1vA.] :J :-lT�r �•t7 ], CO r:LU21v" �■ A _ = 3 .. CZ -ASC•] -T]CM C1 ;"Z'C OUR >.�I_Y C'] itV_In1 =V31 1..>•1.71'�Y .` _ CDOE (_-N) ZO=Li:C Cat. No. FW .250 3�. •�?C31 F -Hs ST? VD E:ESOLT -=ar A5i , 475- Sipe �.'-n-tea.: t-�.-;-::,•. 6,550 36 2 Bre 5/16,l 511811 11 ] 200 F>7C' 375. 3A ` 3/.8'1 5/al; . 15,&CO': FriC 437 .EA 7/16" 3/'C'1 20"Eco . F14 500 EA. 7/b" 2.15 a 400 . e co:,2ucted. usin3 .the F1 -:Lc St,.�:d Grips, ir~.0 E st=a :d. eje'b01ts 'cs set forth iii the :a o.vz table vith zil• tested =sz�blizs F;cv.id_ng at least 1G0X',Pf 'tree strand rated bra.'.:in3 load per AST;:77A475. OD .;.I1FJC;,; lr� .-Cart PiliSBU Gid T�STIMG LR=O= v Flo. 2 6113 O STATE .OF �'- L. . YorePE.. , J qC gup-rantz:es that all cress brace "assemblies fabricated in accoru.ance -ith the ob•_•:e tzble will ncet or. exceed the s?Ecified nini�um"a"se�bly LrcakinS strength. Iy- " NOTES: 17' . " Secti on properiles end allowables are ccrnpuled In accordance `1986 edition of the AISI speclBcalions vAlh 1989 addendum. vAlhIhe x • = x I, and lyare for deneclion deierminalion R-.1876 S, anis Sy are for bending Fy=57.OKSI Y • Fu = 70.01(SI 1 � 1 ^ Secllon Name DIMENSIONAL PROPERTIES ALLOWABLES ,: AXIS X -X AXIS Y -Y D x B In Gage g Thick in Weight ' Ib / It Area int Lip In M, fl - k V, kl s I, in' S>; in' R. in Ir, in Sr' in' R, in 8 x 2.5 C16 B x 2.5 16 0.059 2.996 0.822 0.773 4.744 2.332L7.791 1.668 3.079 0.675 0.335 0.906 8 x 2.5 C15 8 x 2.5 15 0.065 -3.080 0.906 0,788 5.415' ' 3.1.24 •66 1.904 3.075 0.743 0.375 0.906 B x 2.5 C14 8.x 2.5 14 0.010 3.317 0.976' 0.800. .5.827 3.90710 2.049 3.072 0.800 ' 0.408 0.906 Ox 2.5 CO 8 x 2.5 13 0.085. . 4.028• 1.185. 0.836 7.683 ' 7.023. 11,126 2.701 3.065 0.970 0.511 0.905 8 x 2.5 C12 8 x 2.5 12 .0.105 . 4.976 1.463 0.885. 9.705. 12.661 13.649 3.4123.054 1.196 0.649 0.904 10 x 2.5 C16 10 x 2.5 16 0.059 3.197 0.940 0.773 5:863 .1.842. 13.256 2.061 3.755 0.719 0.336 0:875 10 x 2.5 C1.5 10 x 2.5 15 0.065. 3.522. 1.036 0.788. 6.830. 2.466 14.582 2.401 3.752 0.792 0.316 0.874 10 x 2.5 C14 W x 2.5 C13 10 x 2.5 C12 12 x 2.5 C16 12 k 2.5 C15 12 x 2.5 C14 12 x 2.5 C13 12 x 2.5 C1 2 10 x 2.5 10 x 2.5 10 x 2.5 12 x 2.5 12,x 2.5 12 x 2.5 12 x 2.5 12 x 2.5 14 ` 13 12 , 16 15 14 13 12 . 0.070 .0.085 0.105 0.059 0.065 0.070 0.085 0.105 3.793 4.606. 5.690 3.598 3.964. 4.269,. 5.184 6.404 1.116 1.355 1.673 1.058.. 1.166 1.256 1.525 1..883 0.800 0.836 0:885 0.773' 0.788. 0.8b0 0.836 0.885 7.608 10.489 13.263 6.997 8.119 9.014 13.385 17.222 .3.083 5.538 10.483 1.522 2.037 2.546 4.571. 8.646 15.685 2.675 3.750 0.853 18.973. 3.688 3.742 1.035 23.316 4.663 3.733 1.277 ' 20.601 2.460 4.412 0.754 22.670 2.855 4.410 0.830 24.391 3.169 4.407 0.894 29.529 4.706 4.401 1.085 36.329 -6.055 4.392 1.340 0.410 0.513 b.654 0.337 0.377 0.411 0.515 0.651 0.074 0.874 0.874 0.844 0.044 0•.844 0.844 0.843 Revlslon Dale: August Q. 1998 -File: c:1e.ngr/orm1secl1on properiles v o(cees 1.doc Y NOTES: Section properties and allowables are ccmpuled In accordance tGiih'the 1986 edition of the AISI spec16callons Willi 1989 addendum. O x x • 1 and If are for deflection delerminalion • S. and Sr are for bending Fy=57.0KSI , Y Fu = 70.0 K51 1 1 1 Secllon 1Jama DIMEIJ$IONAL PROPERTIES ALLOWABLES AXIS X -X AXIS Y=Y 14 x-2.5 C16 D x B In 14 x 2.5 Gaga 9 16 Thick n 0.059 Weight Ib / it 4.000 -Area ln2 IIJ76 Lip (In) 0.773 . M, 11- k 8.144 V, kl s 1.296 '2.963. S„ R, in? in q30.0635.055 in 0.815 Ir 1n' in' 0.781 O.J37 14x2.5C15 14 x 2.5 15 0.065 4.406 1.296 0.788 ' 9.42.7 1.735.3.314 5.053 0.815 0.861 0.378 14 x 2.5 C14 14.x 2.5 14 0.070 4.745 1.396 0.800 10.444 2.169 35.608. 3.672 5.051 0.815 0:927 0.412 14 x 2.5 C 13 14 x 2.5 13 0.005 5.762 1:695 01.836 .. 15.347 3:891 43.134 5.396 5.045 1.126 0.815 0.516 14 x 2.5 C12 14 x 2.5 12 0.105 7.118 .2.093 0.885 21.580 7;357. 53.110 ,. 7.587 5.037 1,390 0.659 0.015 fievlslon Dale: Angtisl 12, 1998 Ca File: c:%en9rformksecllon rroperiles of ceQ42.doc f{evlslon Dale: Aur3usl 12, 1998 File: c:%enUrlorm%secllon properlies or ce 3.doc Y NOTES: Section properlies and allowables are compllied In accordance wilh lie 1 -'I 1986 edilion of the AISI speclficalions %vilh 1989 addendum. o I, and Ir are for defleclion delermination X x • S. and Sr are for bending Fy = 57.0 I(SI. , � I • FO = 70.0 KSI Y Section Plame DIMENSIONAL PROPERTIES ALLOWABLES AXIS X -X. AXIS Y -Y D x 8 Gage 9 Thick Weight Area .Lip M, V, 5 R. Ir Sr. Rr On) (In) 1b./ if, int (in). fl - k (kips) Inf' in' in'(In r ins in 8 x 3.5 C16 8 x 3.5 16 0.059, 3.197. 0.940 0.773 4.870 2.332 9:652 ?. 1.742 x.204 1.523 0.548 1.273 8 x 3.5 C 15 B x 3.5 15 8.065 3.522 1.0314 0.787 ' 5.114.j 3.124 10.612 2.009 3.201 1.678 0.614 1,213 8 x 3.5 C14 8 x 3.5 14 0.070 3.793 1.116. 0.800 6,402 3.907 1 1..41.1 2.251 3.198 1.808 0.670 1,273 8 x 3.5 C 13 8 x 3.5 13 0.085 4.606 1.355 - -.0.836 8.092 .7.023 13.789 2.845 ' ------------- 3.190 2.196 0.841 1.273 8 x 3.5 C12 8 x 3.5 12 0.105 5.690 . 1:673 0.885 10.164 12;661. 16;921 3.574 3.180 2.712 1.074 1.273 10 x 3.5 C16 10 x 3.5 16 • 0.059 1598 1.058 0.773 6.011 1.842 16.171 2.134. .3.909 1.633 0.550 1.242 10 x 3.5 C15 10 x 3.5 .. 15 0.065 3.964 1.166 0.787 7.102. 2.466 17.790 2.497 3.906 1.800 0.617 1.2 10 x 3.5 C 14 10 x 3.5 14 0.070 4.269 1.256 0.800' 8.033 3.083 19.136 .2.824- 3.904 1.939. 0.673 1,243 10 x 3.5 C13 10 x 3.5 13 0.085 5.184 1;525 0.836.. 11.022 5.538 ' 23.151 3.875 3.891 2.356 0.845 1.243 10 x 3.5 C12 10 x 3.5 12 0.105 6.404 1.883" 0.805 13.827 10.483 28.456 4;861 3.8872.912 ' -.1.082 .. 1.243 12 x 3.5 C16 12 x 3.5 16 '0.059 • 4.000. 1.176 0.773 7.279 1.522 24.8U8 2.559. 4.592 1.721 0.552 1.210 12 x 3.5 C15 12 x:3.5 15 0.065 4.4O6. 1.296 0.787. 8.494 '2.037 27.299 2.986F4.581 1.697 0.618 1.210 12 x 3.5 CH 12 x,3.5 14 0.070 4.745 1.396 ' 0.800 9.58E 2.546 29.372 3.370.2.044 0.675 1.210 12 x 3.5 C13 12 x 3.5 13 0.085 5.762 1.695 0.836 13.294 4.571 35.563 4.6742.484 0.849 1.211 12 x 3.5 C12 12 x 3.5 12 0.105 7.118 2.093 0.885 17.900 8.646 .43.758 6.293 3.071 1.080 1.211 f{evlslon Dale: Aur3usl 12, 1998 File: c:%enUrlorm%secllon properlies or ce 3.doc Y Z. NOTES: • Section properlles and allowables are c«npuled In accordance tvilh the 1986 edilion of the AISI speci6callons �vilh 1989 addendum. x x I, and lYare for defleclion delerminalion . R•.le1s S, and Sy are for bending Fy=57.0 KSI Y Fu = 70.01(SI c � • � r 5ecllon Name DIMENSIONAL PROPERTIES ALLOWABLES AXIS X•X D x 8 Gage Thick Weigh[ Area Li P �' M, .' V. I. S„ AXIS Y•Y . 1n In Ib / If int in fl - k kl s . R: (in'), . I( n') in i( nr') r S J in Rr 14 x 3.5 C 16 14 x 3.5 16 0.059• 4.401 1.294 0.773. 8.489 1.296 35.797 ' 2.985 5.259 ' In 14 x 3.5 C 15 14 x J.5 15 0.065 • 4.848 1.426 0.787. 9.893 1.735 1.793 39.399 0.552 1.177 .j 3.478 5.251 1.976 0.619 1.177 14 x 3.5 C14 14 x 3.5 14 0.070 5.221 -1.536 0.800 11.148 2.169 42.400 3.920 5.255 2.130 0.676 1.178 14 x 3.5 CU 14 x 3.5 13 0.085 6.340 1.865 0.836. 15.370 3.891 51.364 5.404 5.248 14 x 3.5 C12 14 x 3.5 12 0.105 7.032 2.303 ---�- U.885 21.533 7.357. 2.589 63.246 7.571 0.851 1.17 B 5.240 3.202 ---- 1.091. 1.1'79 llevlslon Dale: Augnsl 12. 19911 . -� Flle: c: lenarformisrcllnn Froperlles o! cees•l•rloc' A� x Secllon I•lame J f X n=.iers Y :. DIMENSIONAL PROPERTIES. 7AW7AE)LE NOTES: Section properlies and allowables are compuled In accordance %-Alh_ the 1986 edition of the AISI speci6calions t-nlh 1989 addendum. 1, and lyare for deflecllon delerminallon • S, and Sy are for bending- Fy = 57.0 I(Si • Fu = 70,0 KSI I . AXIS X-X AXIS Y-Y 8 x 3.5 C16 D x B (2) 8 x 3.5 .. 16 Thick in 0.059 Weigh[ Ib/ If 6.394 Area in2 1.881 Lap in 0.773. 9.139 4.665 #'). SR. I( n,) in 4'24. 3.204 1S in' in 5.133. 0.963 RtoGage in) 1.652 Bx3.5C15 (2) 8 x �.5 15 0.065 7.044 2.072 0.787 11.728 6.248 .018 3.201 5.614 1.078 1.655 8 x 3.5 C14 (2) 8 x 3.5 14 0.070 7.586 2.231 0.1300 12.803. 7.814 22.822 4.501 3.1-98-.6.130 1.178 1.651 8 x 3.5 C13 (2) 8 x 3.5 13 0.085. 9.212 2.709 0.836 16.183 14.046 27.578 5.690. 3.190 7.506 1.502 1.664 8 x 3.5 C12 (2) B x 3.5 . 12 0.105 11.3794 3.347 0.885 20.329 25.3,20- 33.843 7.147 3.180 9.374 1.971 1.674 nC!vlslon Dale: August 12,.199Q File: c:%engrforrmsecllon properties of ceeq_4J�-doc ev son Dale: Auuusl 12, 1990 File: c.1enorformisecllon Properties of eave slrul oc Y N0TEfS: Section properlies and allowables are ccmpuled in accordance with the 1906 edillon of the AISI speclficalions lv(h 1989 addendum. . - T I, and lyare for deflecllon delermination x -- -- I S, and Sy are for bending Fy = 57.0. KSI B' Fu = 70.0 ICSI Secllon Name =BES 81 x 82 (in) ff-x 3.315x 5 DIMENSIONAL PROPERTIES Gage Thick Welghi 9 in Ib */ If 16 0.059 • 3.598 Area Int 1.058: Lip In �� 1.088 ALLOWABLES .. M. V. f l - k kl s �- P) 5.377 2.350 AXIS X -X I, S„ in I S. 10.936 ' .1.890 3.215 (in 2.902 AJC15 Y -Y Ing 0.717 _ R, in 1.656 1.655 1.653. 1.628" 1.628 1- 6y6 1.595 1.595 1.594 1.581 1.561 1.560 8 x 3.375 x 5 14 0.070 4.269 1.256 1.114 7.109 j 3:939 12.924 2.499 3.208 3.440 0.876 BES 12 '8 x 3.375 x 5 12 0.105 6.404 1.883 1.200 11.379 12.754 19.143 4'.001. :. 3.188 5.142 18.319 2.392 3.946 3.117 1.408 10ES 18 10 x 3.375 x 5 16 0.059 4.000 1.176 1.080 6.803 1.853 0.719 I OES 14 10 x 3.375 x 5 14 0.070 4.745 1.396 1.114 0.991 3.162- 21.670. 3.161 3.941 3.697 0.880 IOES 12 10x' 3.375 ii 5 12 0.105 7.118 - 2.093 1.200 15:523 10.546 32.1955.458. 3.922 5.537 28.050 2.895 4.655 3.294 1.422 0.721 12ES 16 12 x 3.375 x 5 16 0.059 4.401..1.294 1.088. 8.233 1.329 ------ 12ES14 12 x.3.315 x 5 14 0.070--------- 5.221 1.536 1.11410.852: 7-7 7�- 2.559 - 33.201 3.815 4:650 3.907 0.883 1.430. 0:722 12ES 12 12 x 3.375 x 5 12 0,105 7.832. 2.303 1.200 20.305 8.689 49.422 7.067 4.632 5.855 40.364 3.3985.346 3.441 14ES 16 14 x 3.375 x 5 16 0.059 4.802. 1.412 1.080. 9.666' 1.302 14ES14 14 x 3.315 x 5 14 0.070 5.691 1.676 1.114 12.719 2.178 47.793 .4.472 5.341 4.082 71,250 8.398 5.324 6.120 0.886 1.436 '14ES12. 14x3.375x5 12 0.105 8.546 2.513 1.200 =23,887 7.88 ev son Dale: Auuusl 12, 1990 File: c.1enorformisecllon Properties of eave slrul oc NOTES: / Section properties"and allo%grables are ccmpuled In accordance wilh Iiia x x 1986 edilion of the AISI specificalions wilh 1989 addendum: o • 1, and lyare for defleclion delerminalion S, and Syare for bending FY = 57.0 I(SI • I et Fu = 70.0 I(SI y � I ' Secllon flame DIMENSIONAL PROPERTIES ALL•OWABLES AXIS XIX DxTxB2 AXISY-Y Gage Thick Welgltl Area Lip M, V, I. S, (in) in Ib % If Int (in) 11-k kl s In, , In Ir Sr, Rr ( P) in , in in' in' in B x 2Z16 8 x 2.12.5.x 2.375 16 0.059. 2.796 0.822 0.911. 4.970 2.332 7.759 1.747. 3.072 1.089 0.338 1.146. 8 x 2Z 15 8 x 2.125 x"2.315 15 0.065 3.080 0.906 0.922. 5.599' 3.124 8.534 1.969 3.069. 1.194 0.388 1.140 8 x 2Z 14 8 x 2.125 x 2.375 14 0.010 3.317 0.976 0.930 6.078 3.907 9.177 2.137 , ' 3.067 1.289 0.429 1.150 8 x 2213 0 x 2.125 x 2.375 13 0.085 4.028 1.185 - '0.956 7.749 7.023 11.095 2.724 3.060 1.571 0:544 1.154 8 x 2Z 12 8 x' 2.125 x 2.375 12 0.105. 4.976 1.463 0.990 9.519 12.661. 13.624 3.347 3.051 1.967 0"678 1.160 10 x 2216 10 x 2.125 x 2.315 16 - 0..059 • 3.197 0.940 � 0.911 6.154 1.042 1J.215 2.164 3.149 1.081 0.338 1.072 10 x 2Z15 10 x 2.125 x 2.375. 15 0.065. 3.522 1.036 ..0.922 7.214 2x466 14.541 2.536 3.747 1.195 0.380 1.07 10 x 2Z14 10 x 2.125 x 2.375 14 0.070 3.793 1.116 0.930 8.130 3.083 15.642 2.051 3.745 1.290 0.428 1.075 10 x 2213 10 x 2.115 x 2.315 13 0.085 4.606 1.J55 .0.956 10.600 5.538 18.933 3.727. 3,739 1,519 0.544 1.079 10 x 2212 10 x 2.125,x 2.375 12' 0.105 5.690 1.67J 0.990 13.043 10.483 23.285 4.586 3.730 1.968 ' 0.676 1.085 Flevlsion Dale: Au0ns1 12. 1908- Flle: c:lenOrlormisecliun properiles o/ zee i doc Y NOTES: X_ R-0. 1175 x Secllon properlles and allowables are compelled In accordance wilh the 1906 edition of the AISI speci6callons vrilh 1989 addendum. e' I, and lyase for deflection delermfnalion • S, and Sy are for bending FY =-57.0 I<SI ylei et Fu = 70.0 KSI' 1 1 Secllon Name 10 x 3Z16 10 x JZ15 D x BI x 82 11 10 x 3.125 x 3.375 10 x 3.125 x 3.375 DIfAENSIOpIAL PROPERTIES Gage Thick Welghl 9 In Ib 7 It 16 • 0.059 3.598 15 0.065 3.946 ALL0INABLES AXIS XX Area' Lip M, V, I, S.. R. " Int In 11- k kis in' 1n' in Inr �- -�_ �- �� �- -( _ �_� �' _ 1.050 0.911 6.348' 1.042 16.131 ' 2.232 ' 3.904 2.582 1.166' 0.922 7.361 2.466. 17.749 2.500 3:902 2.852 AXIS Y�Y Sri Rr in (Ind 0.488 1.562 .0.532 1.564 10 x 3Z14' 10 x 3.125 is 3.375 14 0.070 4.269 1.256 0.930 8:269 3.083 19.094 2.907. 23.112 3.933 3.900 3.893 3.017 3.759 0.570 0.698 1.566 1.570 10 x 3ZI3 10 x 3.125 x 3.375 13 0.085 5.184. 1.525 0.956 11.105 5.538 10 x 3Z12. 10 x 3.125 x 3.375 12 0,105 6.404 1A03 0.990 14.029 10.4W3 28.437 4.932. 3.885 4.601 0.956 1.577 12 x 3Z 16 12 x 3.125 x 3.375 16 0.059 4.000 1.176 .0:911 7.608 1.52"2 24.759 2.675 1.588 2.583 .- 27.250 3.096 4.586 2.852 29.321 3.470 4.584 3.078 35.515 4.7334.578 3.7.60 43.722 6.374 4.570 4.602 0.490 0.534 0.5131.'485 0.701 0.959 1.482 1.40 1.490 1"495 12 x 3Z.15 12 x 3Z 14 12 x 3.125 x 3.375 12 x 3.125 x 3.375 15 14 0.065 4.406 4.745 . 1.296 1,996,.• 0.922' 0.930 8.806 9.869 ' 7:037 .2.546 12 x 3Z13 12 x 3.125 x x.375 13 F0.07-0 5.762 .1.695 0.956 13.462. 4.571 12 x JZ12 12 x 3.125 x 3.375 - 12 7.110 2.093 0.990 . 18.129 0.646 14 x JZ 16 14 x 3Z15 14 x 3Z14 14 x 3213 14 x,3Z 12 14 x 3.125 x 3.315 14 x 3.125 x 3.375 14 x 3.125 x 3.315. 14 x 3.125 x 3.315 14 x 3.125 x 3.375 16 15 14 13 12 _. 0.059' 0.065 .0.070 0.085 0.10S 4.401 4.848 5.221. 6.340 7.832 1'.294, ' 1.426 1.536. 1.865 2:303 0.911 0.922 0.930. 0.95'615.572 0.990 8.813 10.256. '11.479 22.092 1.296 1.735 2.169 3.891 7.357 �_ 35.739 3.120 5.255 2.503 39 X42 3.606 5.253, 2.853 42.JJ9 4.036 5.251 3.078 51:307 7.240 5.246 3.760 63.204 7.767 5.238 4.682 0.190 0.535 0.575. 0.704 0.961 1.413 1.414 1.416 - 1.420 1.426 ne•vlslon Dale: A„rl,isl 12, 1998 }moi File: c:%enr3rform%seclion Rroperiles of zee z.doc 12' NET COVERAGE NOTES: 2 5116' 7 318' >> r 2 511 x. =The panel section properlies have been calculated In accordance with the 1986 edition of the AISI specifications with 1969 addenduzi, 13/16' 7/8' 5/8 h Is for deflection determination • S, Is for bending C M, Is allowable bending moment N Theanelweight C p has been deducted from the allowable loads . I Values shown for wind load deflection are limited by am axlmurndenectIon ratio of U120ji ' 12" Ultra-Dek Ji, Doubie-Lok Panels Allowable load values shown are based onn-panel covedng 3 equal continuous spans. Multiply allowable sire� values shown.by 0.8 for 2 span condillons . • Load [able values do not Include web cdppling requlremenls• GA. Design. Thickness Weight Fy PANEL TOP IN COMPRESSION (Fy) P'A'NEL 80TT0f,1 IPJ COhIPRESS101J (Fy) (In) (pso (ksi)7,r h S, f„1, S, M,. r / fl In? Aft In-kip / It Inr / fi in3 / fl In-kip / 11 24 0.0223 1.34 50.0: ` 0.3276 0.1471 4,40 0.2010 0.1090_ 3.26 22 0.0286 1.72 50.0 0.4225 _ 0.1907. 5.71 0.2772 0.1459 4.37 TIT _111 TIE 24 GAUGE' 22 GAUGE Span In Feet Live Load Stress Live Load Deflection Live Load Stress Live Load Delleclion 4.0 158. 681 211 901 5.0 100 ..'348' .: 134 461 6.0 69 202 ( 93 267 7.0 51 127 68'168 Revision Dale: June 16, 1998 File: c: lengrformisecllon properties of panels - 12-udddl.doc WHET COVERAGE NOTES: _ 2 5/16' `13318' '` 2-116' . -.-The panel section properties have been calculated In accordance with the 1986 edition of the AISI specifications with , 1989 addendum. 13116'118' 518' • ` I. Is for deflection delerminallon 4 3116' S' 4 3116': . • S, Is for bending ED_ 1' M, Is allowable bending moment , The panel weight has been deducted from the alloviabie loads 1 11518' — Values shown for wind load delleclion are limited by a maxlmurh dene' cllon ratio of U120 „ 19"Ultra-Dek 8 Double Lok Panels Allowable load values shown are based on panel covering 3 equal cbnllnuotis spans. Multiply allowable sire values shown by 0.8 for 2 span conditions Load [able values do not include web crippling requirements IMIME I Mi. 71 film Design Thickness Weight Fy . GA. PANEL TOP IN COMPRESS1014 (Fy) PANEL 60TTOF.1 IN COh1PRESSiON (Fy) (In) (psf) (ksl) I. S; M, 1, S. hb In' / fl In31 fl In -kip 11 In' / Il In] / fl In -kip / 11 24 0.0223. 1.22 50.0 0.2599' 0.1057, 3A7 0.1349 0.0749 2.18 22 0.0286 1.56 50.0. 0.3354 0.1379 4.13 0.1867 0.0976 2.92. i 24 GAUGE Span In Feel ' 12 GAUGE Uve Load Stress Live Load Deflection Live Load Siress Live Load Deflection 4.0 105. 508 141 672 5.0 67 260 90 344 6.0 46 151 ... 62 199 7.0 33 95 . 45 125 Y4' NET COVERAGE NOTES: . 2 5116' 19 318' ,r . 2 506' The panel seclion properties have been calculaled In accordance wilh We 1986 edilion of the AISI specificallons with• 1989 addendur i._ 13116' 718' . 518'I;.Is for deflecllon.del erminallon 6 3116 7' 6 3116' • S. Is for bending it— 'M, Is allowable bending moment Thepanel welghl has been deducled from the allowable loads .. , Values shown for wind load deflecllon are Ilmlled by a maximum de0ecllon rallo of U120 , 24"Ultra-Dek & Double•Lok Panels ."Allowable load values shown are based.on panel covering 3 equal conlinuous spans. Mulliply.allowable stress •values shown by 0.8 for 2 span conditions • Load lable values do not Include web cdppling'requiremenls GA. Design Thickness (1n) Welghl (Pso Fy (ksl) PANEL TOP IN COMPRESSION (Fy) I. S. M, In'/ I'l .. InI 1.I6 : In-kl I Ii ' ' " PA14EL BOTTOM IN COMPRESSION (Fy) I. S, M, In' I ft In' 1 fl In-kl 1'11 24 0.0223. 1.16 50.0 . 0.2129 :.. 0.0814 2.44 0.1014 0.0547 1.64 22 0.0286 1.49 '50.0 0.2749 0.1075 3.22 0.1406 0.0733 2.20 Span In Feel � 14 GAUGE:. �- r�. � is :f •. I . 22 GAUGE Live Load Slress . Live Load Deflecllon .. Live Load Slress, . Live Load Deflecllon 4.0 79 ..405 ' ' 105 535 5.0 . 50 207 .. 67 274 6.0 - 34 120 . : 46 159 7.0 2576 33 100 Revision Dale: June 16. 1998. Flle:'c:lengrformisecllon properlles of panels - 24-ud&dl.doc 36' NET COVERAGE - NO.IES: 12' t2• 12- 2 5116' 6• 61 The paries section properties have been calculated in accordance wilh the 1906 edition of the AISI specifications 1989 addendum. �- L 1 I I. Is for deflecllon delermina lion S. Is for bending ►►►--- M; Is allowahle bending moment I The wind load stress valises have been Increased by 33 1/3% " Pane Values shown for l'dnd load deflection are limlled by a rnaximim deflection raIto of U120 Allowable load values shown are based on panel covering 3 erlrsal continuous spans. Mulliply allowable stress valises shown by 0.0 for 2 span condtGons This panel Is to be used as wall panei'only GA. Design Thickness (in) Welghl (Pso Fy (ksl) PANEL TOP IN COMPRESSION (Fy) 1. S. In. / II Ina / II In•kip�/.II — 0.0107. 0.0275 :..0.99 0.0213 0.0377---- 1.13 U. M r. w r. PANEL BOTTOM IN COMPRESSION (Fy) I. S In' / fl . , • til, In / II _ In -kip / A 0.0240 0.0365 1.31 0.0319 0.0477 1.43 26 0.0 I B 1 0.91 BD.O 24 0.022) 1.13 50.0 Span In Feel 4_0 5_0 6.0 7.0 0.0 ne0lslon Dale: Arrgirsl 12. 1990 26 GAUGE Wind Load Pressme Wind Load Siscilon Wind Load DeOecllon _ 85 64. 54. 41 43 38 29 25'. 29 21 16 21 16 10 - 24 GAUGE Wind Load Pressisre Wind Load Sliclion �Vind Load Deflection 9J1 73 114 59 41 59 41 _ 33 34 30 24 21 23 1B 14 W file: c:lenrlrlormisecilon rrorerlles 91 panels - a'.cloc srlrti COARu NOTES: .. . tr Ir '�.'tr _ -- 114* r The panel section properties have been calclllaled In accordance 1089 addeitrfum. v41-ille 1986 edition of the AISI specifications tvilll - I. Is for deflection determination rye, I 1 trt I { t --F S. is for bending yu 'DfEf M. Is allowable bending moment .The wind load stress values have been Increased by JJ 1/3% "AM" Panel Vallles shown for wind load"dellecllon are limited by • Allowable 'q maxlmlun delleclion ratio of U120. load values shown are based on -panel covering J equal'conlinuobs spans. Multiply allowable stress Values shown by 0..8 for 2 span colldi6ons • 'This panel Is fo be.11sed as wall panel only r GA. Design Thickness Welghl Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COfY1PRESSION (In). (Pso (ksl) I, S. (Fy) 26 0.0181 0.91 80.0 Intl 11 In' / ft • In -kip / fi Int / II S.II M. In -kip / A 24 0 :0451 0.052.2 1.07 O.OJ80 O.OJ65 1.J 1 0.0223 1.12 50.0 0.0555" 0.0643 .. 1'.02 ' 0.0536 0"05J6 1.60 Span In Feel 26 GAUGE . 24 GAUGE Wind Load Pressure Wind Load Suction Wind Load Deflection Wind Load Pressure Wind Load Suction. 4.D 85 114 Wind Load Delleclion 162. 104. _ - 125 5.0 54 • 7J .. 83'.. , 210 - - 6.0 JB 51 6 80 108 48 . 46 56 7.0 28 31 .30.. 62 B.0 21 28 J4 ,41 J9 20 . 26 if 26 Revlslon Dale: Au9usl 12. 1998 File: c:tenorrormisecllon i1roperiles of panel's - aMod oc 36' HET COVERAGE I7'. 11' ^1' lits _ NOTES: tr711 1' The panel section properties have been calculated in accordance'with the 1986 edition of the ANSI specifications with 1989 addendum. P, • I • 3.117' 13/8'. • I. Is for deflection delerminallon _ . • S. Is for bending • M. Is allowable bending moment The panel weigh) has been deducted from the allowable loads "PBR" Panel - The vAnd load stress values have been Ihcreased by 33 1/3% • Values shown for wind load deflection are.limiled by a maximum deflection ratio of U120 • Allowable load values shown are based on panel Covering 3 equal continuous spans. Mulliply alloy/able stress values shown by OA for 2 span conditions • Load table values do not Include web crippling requirements 'GA. Design Thickness Weigh( Fy. PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy). (in) (pso . (ksI) �. S., M. I. . • In / fl In' / fl In-ki / fl In' / fl S In' In-l:i ! fl 26 0.0181 .0.92 80.0 ... 0:0425 0.0379 , 1.36 0.0414 0.0502 1.80 24 0.0223 1.14 50.0 - 0.0596. 0.0571 1.71 0.0573 0.0644 1.93 Span In Feel 26 GAUGE 24 GAUGE Wind Load Uplift Live Load Stress Live Load Deflection Wind Load Uplift P Live Load Stress 4.0 89 81 Live Load Deflection 108 112 93 151 5.0• 57 55 55 �. 72 59 6.0 40 38 ' 77 .32 50 7.0 36 : 28 41 45 20 8.0 23 21 31 30 28 14 29 22 19 . Revision Dale: June 16, 1996 File: c: lengrformksecllon propertles of panelsabr.doc W NET COVERAGE NOTES: r Jr.11r. I' Jld' 1� 1• The panel section properties have been calculated In accordance %nlh the 1986 edition of the AISI specifications %AIh 1989 addendum. I� - I. Is for deflection determination J IR' .. Sx Is for bending .. • M. Is allowable bending moment ' • The panel welght has been deducted from the allowable loads , "R" Pane The wind load stress values have been Increased by 33.1/3% " • Values sho%m I. %rind load deflection are limited by a maximum deflection ratio of M20 • 'Allovrable load values shown are based on panel covering 3 equal continuous spans. Multiply allowable stress values shown by 0.8 for 2, span conditions Load [able values do not Include web crippling requirements Design Thlckness Welghl GA. Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COhiP,RESSION (Fy) (in) (psi) (ksi) I, S., M, I. S. In' / fl 0.0425 In' / fl. In -kip / fl In' / II In' / R I.I. _ In -kip /.R 26 0.0181 0.92 80,0 0.0379 1.36 0.0414 0.0502 1.80 24 0.0223 1.14 50.0 0.0596. • . : 0.052.1 1.71 0.0573 0.0644 . 1.93 Span In Feel 26 GAUGE 24 GAUGE Wind Load Uplift Live Load Stress. . Live Load Deflection Wind Load Uplift Live Load Stress Live Load Deflection 4.0 89 .'81 ' 108. 112 g3 5.0 57 55 55 151 72 6.0 40 38 32' 59 77 50 7.0 30 28 20 41 45 31 8.0 23 21 14 30 28 29 22 19 . Revlslon Dale: August 12, 1998 Flle: c: lengrformisectlon properiies of Pana - r.doc IR' Ir -T rnvvnlCC —` GA. 24 22 Span In Feel 4.0 5.0 - 6.0 7.0 "SS216" Pane] Design Thickness Weight t!n) (Ps4- . 0.0223 1.29 0.0286 1.66 nevlslon rale: Aurjiisl 12, coon Live Load Stress.. Live Load DeBeclion Live Load Suess Live Load DeOecGon 84 254 114 - 337 53 130 73 173 . 37 75.. -.50 100 27 e•T __ I NoTEs: 1' The panel section properties have been'calculaled In accordance vdlh the 1986 edillon of the AISI specifications will,' 1989 addendum. I. Is fordellecllon determination. • S. Is for bending . • M, Is allowable bending moment • The panel, welghl has been dedllcled from the allowable loads ' • . Values shown for wind load deflection are limited by a maximum deflection ratio of U120 • Allowable load values shovm are based on panel covering 3 equal conllnllous spans. Multiply allowable stress values shown by 0.8 for 2 span colidi0ons • Load table values do not Inchlde web crippling requirements - Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOM IN COMPRESSION (Fy) (ksl) I. In' / fl S, M. IS M Ing / II In -kip /. a In' / fl :1n1 / fl 50.0 0.1332 in -kip / fl 0.0739 2.21 0.0637 0.0584 1.75 50.0 0.1712 0.1'023 306 0.0905 0.0796 2.38 , H 24 GAUGE 22 GAUGE ' Live Load Stress.. Live Load DeBeclion Live Load Suess Live Load DeOecGon 84 254 114 - 337 53 130 73 173 . 37 75.. -.50 100 27 e•T __ I J6' IIET COVERAGE :. NOTES: ' 6 6' 6. 6' 6. 6 _ - —f I The panel section properlles have been calculaled In accordance with the 1986 edillon of the AISI speclfica-liors vrilli 1989 addendum. P, :� I. Is for delleclion delerminallon t Ird 7 IR'' S. Is for bending • Mr Is allowable bending momenl • The panel weigh! has been deducted Irorh the allowable loads.•. "U" Pallet ..The wind load stress values have been Increased by 33 1/3%- • Values.shown for wind load deflecllon are Ilmlled by a maxlmlrndeflection ratio of V 120 • Allowable load.values shown are based on panel covering'J equal conlinuous spans. Muiliply allowable stress values shown by 0.8.1or 2 span condilions Ladlable values do not Include web crlppling regitiremenls ■���.vaaas•re Nil rm �Fli it rrr. rlilr nR)r"11•r1l rrllr lrloGE11�IR•!E•i•!n'RI� '���11■ _ -. G'A Desly�i Tlkkness Welghl Fy PANEL TOP IN COMPRESSION (Fy) PANEL BOTTOh1 IN COf,1PRESSION (Fy) L (in) (Pso (ksl) �_ S; . frl. I. 28 In'/II In /fl ' In•kl / fl S. In' / II In' / fl' In -k1 fl 0.0181 0.92 80.0 0.0260 ` 0,0429 1:54 0.0177 24 0.0229 1.13 , 50.0 :::0.0344 0.0584 �::: 1.15 0.0366 1.32 0.0242 0.0523 1.56 I JI r • i r r 28 GAUGE. Span In Feel 24 GAUGE Wind Load Uplill Live Load Stress Live Load Deflection Wind Load U Illi Live P Load Stress Live Load Deflection 4.0 101 6J 5G 115 5.0 65 40 '29 75 75 6.0 45 2B 17 74 46 39' . 7.o 34 . 20 10 52 33 22 8.0 26 15 7 '. JB 24 1.4 ' 30 19' . 9 ---------------- fievlslon Dale: August 12. 19gD Flle: 0enOr[Of nifsecllon properfles o/ pane rsl u.doc LOCATION SKETCH 0 0 177,5r �d!/2p%b5j /p D �. A T1%7 itJ 5w—A& ESTkiLS h • Vi M : I N^^/ BANS �v AIAV Y L! l fER i 3 , z . ^, l� n: 4 ... 999 . � . o0 i .i_ i ti ' t t a , : ' ..... communications REGIONAL OFFICE. 4350 CA 95838 PELL DR., SACRAMENTO, t •_ t _ _ y ..._ : : _ __.. .... f . C MC ST UPGRADE oZ j : (775 'DHpj Rn_ - .. a ; .. : i SYSTEM: NODE NUMBER: POWER SUPPLY: .. .. .._.x . .. .... ..... ..... j_.. _.. .'................ ....i _.._. .-....... ....... ; ...... .. ... .... r _. _�_ i : , _....;. Cu .• O LL `_' O NOTES: � r, I t/j�E— LOCATION SKETCH 0 0 177,5r �d!/2p%b5j /p D �. A T1%7 itJ 5w—A& ESTkiLS C R I C O IEI-DED UY: DATE: SCALE: DRAWW NO: � S_.3 03 h • Vi M : _ - N^^/ BANS �v AIAV Y L! l fER ... . ^, l� n: 4 ... 999 . � . o0 i .i_ T' a , : communications REGIONAL OFFICE. 4350 CA 95838 PELL DR., SACRAMENTO, t ..._ J{ mss. yip. X01; _ __.. .... . C MC ST UPGRADE oZ (775 'DHpj Rn_ - .. .. ... .. - .. - - SYSTEM: NODE NUMBER: POWER SUPPLY: C R I C O IEI-DED UY: DATE: SCALE: DRAWW NO: � S_.3 03