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HomeMy WebLinkAbout040-400-075i 1 S , n R. 216 Estates Drive, Permit-879-72(New Q I J SMITH. 216 Esta e, Chico 'Permit '3170'=74B, R- k; arag �. to hobby room) NEAL LEWIS -� 216 Estates � contr:North V• Pamit ##5357-7 - -;! CONTR: Holilhy Pools, Chico Permit #2093-76BB.,E. .,Pnew private sw ming pool) 040-4007075 ; O4NALED. ,,purlN `EARL ,'+;'Coni*S7,OT r-'OUT,DOOR4' COM- MERCIALISIGN' ' �Oyb- yoa- v7S. 03- Z795� J { -J B06-2447 040-400-075 ` c Electric Panel i 1 S , n R. 216 Estates Drive, Permit-879-72(New Q I J SMITH. 216 Esta e, Chico 'Permit '3170'=74B, R- k; arag �. to hobby room) NEAL LEWIS -� 216 Estates � contr:North V• Pamit ##5357-7 - -;! CONTR: Holilhy Pools, Chico Permit #2093-76BB.,E. .,Pnew private sw ming pool) 040-4007075 ; O4NALED. ,,purlN `EARL ,'+;'Coni*S7,OT r-'OUT,DOOR4' COM- MERCIALISIGN' ' �Oyb- yoa- v7S. 03- Z795� OV TGtrle AV R -J B06-2447 040-400-075 ` MISCELLANEOUS Electric Panel SE"1' EI -EC. -,ML -TER PEDES"rAL ON CC 17NTLER AVE �� 10.2�F (o . A7r &,T _. - a eA i BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES INSPECTION CARD 24 Hour Inspection Line: (530) 538-7636 (Oroville) (530) 891-2834 (Chico) Office: (530) 538-7541 Fax: (530) 538-2140 Website: www.buttecounty.net/dds Permit No: B06-2447 Issued: 10/17/2006 Address: ENTLER AVE CHICO APN: 040-400-075 Permit Subtype: Electric Panel Owner: AT&T Applicant: DUDLEYS EXCAVATING Description: SET ELEC. METER PEDESTAL ON COI MUST BE ON JOB SITE JOB SHALL BE READY PRIOR TO CALLING FOR INSPECTION. THE INSPECTION CARD AND APPROVED PLANS MUST BE AVAILABLE FOR EACH INSPECTION OR THE INSPECTION WILL NOT BE MADE AND A RE -INSPECTION FEE MAY BE ASSESSED. ALL PLAN REVISIONS MUST BE APPROVED BY THE COUNTY BEFORE PROCEEDING Inspection Type IVR INSP DATE Setbacks 132 Foundations / Footings 111 Pier/Column Footings 122 Grade Beams 114 Eufer Ground 216 Forms/Steel/Holdowns 122 Do Not Pour Concrete Until Above are Signed Pre -Slab 124 Gas Test 404 Masonry Grout 120 Masonry Bond Beam 119 Underfloor Framing 149 Underfloor Ducts 319 Shear Transfer 136 Under Floor Plumbing 412 Under Slab Plumbing 411 Gas Piping 403 Do Not Install Floor Sheathing or Slab Until Above Signed Rough Framing 128 Rough Plumbing 406 Rough Mechanical 316 Rough Electrical 208 Gas Piping 403 Roof Nail 129 Shower Pan/Tub Test 408 Fire Sprinkler 702 Do Not Insulate Until Above Signed Wall Insulation 117 Ceiling Insulation 118 Do Not Cover Until Above Signed T -Bar Ceiling / RC 145 Gas Test 404 Stucco Lath 142 Stucco Scratch 143 Stucco Brown 144 Building Final 802 Electrical Final 803 Mechanical Final 809 Plumbing Final 813 Project Final 801 A YERMITS BECOME NULL ANWVPID 1 YEAR FROM THE DATE OF ISSUANCE. IF WORK HA COMMENCED, YOU MAY PAY FOR A 1 YEAR. RENEWAL 30 DAYS PRIOR TO EXPIRATION Inspector Copy BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #:(530) 538-7636 (OROVILLE) (530) 891-2834 (CHICO) OFFICE #:(530) 538-7541 FAX#: (530) 538-2140 WEBSITE: www.buttecounty.net\dds PROJECT INFORMATION Site Address: ENTLER AVE Owner: Permit No: B06-2447 APN: 040-400-075 AT & T Issued Date: 10/17/2006 By KCG Permit type: MISCELLANEOUS 3750 MORROW LN Subtype: Electric Panel CHICO, CA 95926 Expiration Date: 10/17/2007 Description: SET ELEC. METER PEDESTAL ON (530) 891-2253 Occupancy: Zoning: Ll 8E Contractor Applicant: Square Footage: DUDLEYS EXCAVATING DUDLEYS EXCAVATING Building Garage Remdl/Addn PO BOX 901 PO BOX 901 GERBER, CA 96021 GERBER, CA 96021 Other Porch/Patio Total (530) 385-1445 (530) 385-1445 FEE INFORMATION Single Phase Service - Res $55.00 Travel and Documentation $82.35 Total Charged: $137.35 Fees Paid: $137.35 Balance Due: $0.00 Receipt No: B535 LICENSED CONTRACTOR'S DECLARATION OWNER / BUILDER DECLARATION Contractor (Name) State Contractors Licenseo. / Class / Expires DUDLEYS EXCAVATING CONV-0054 / /Q.O 7 I HEREBY AFFIRM UNDER PENALTY OF PERJURY that I am exempt from the Contractor's License Law for the following reason (Sec. 7031.5), Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure prior to its issuance, also requires the applicant for such permit to file a signed statement that he or she is licensed I HEREBY AFFIRM UNDER PE -TY OF PERJURY that I am licensed under provisions of Chapter 9 (commenc' with Section 7 ) o ivisi of the Business and Professions Code, and my license pursuant to the provisions of the Contractor's License Law (Chapter 9 (commencing with Section 7000) is in for and ct. of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects X10/17/2006 the applicant to a civil penalty of not more than five hundred dollars [$500]; Please check one of the following: Contractor's Signature Date -11, 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 WORKERS' COMPENSATION DECLARATION OFFERED FOR SALE (Sec. 7044, Business and Professions Code: The Contractors License Law does not apply to an owner of the property, who builds or improves thereon, and who does I HEREBY AFFIRM UNDER PENALTY OF PERJURY one of the following declarations: the work himself or herself or through his or her own employees, provided that such improvements ❑I HAVE AND WILL MAINTAIN A CERTIFICATE OF CONSENT TO SELF -INSURE FOR are not intended or offered for sale. If, however, the building or improvement is sold within one WORKERS' COMPENSATION, as provided for by Section 3700 of the Labor Code, for the year of completion, the owner -builder will have the burden of proof that he or she did not build or performance of the work for which this permit is issued. improve for the purpose of sale.). 111, AS OWNER OF THE PROPERTY, AM EXCLUSIVELY CONTRACTING WITH LICENSED I HAVE AND WILL MAINTAIN WORKER'S COMPENSATION INSURANCE, as required by CONTRACTORS TO CONSTRUCT THE PROJECT (Sec. 7044, Business and Provessions Code: lion 3700 of the Labor Code, for the performance of the work for which this permit is issued. The Contractor's License Law dows not apply to an owner of the property who builds or improves ' Compans 'n rance carrier and policy number are; �ry o �y/_ ,� n /� My Ws2cli Exp. thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the. Contractors License Law.). Came L olicy Number: /C� Date: (This n need not b completed if the permit is or onf a hundred dollars ($100) or less. IAM EXEMPT under Section B. 8 P.C. for this reason: ❑ I CERTIFY THAT IN THE PERFORMANCE OF THE WORK FOR WHICH THIS PERMIT IS ❑ ISSUED, I shall not employ any person in any manner so as to become subject to the Workers' Compensation laws of Cali and agree that if I should become subject to the workers' X 10/17/2006 compensation provisio of Sedi 3700 of the Labor Code, I shall forthwith comply with those Owner's Signature Date X 10/17/2006 i!�? I hereby certify that I have read this application and state that the above information is correct. I agree to comply with all City and County ordinances, rules, regulations, and State laws relating to building Signature Date WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, construction, and with any and all conditions of permit. I agree to defend, indemnify, and hold harmless Butte County, its officers, agents and employees from any and all claims and liability for personal AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE injury, including death, and property damage caused arising out of, or in any way connected with ( ) HUNDRED THOUSAND DOLLARS $100,000 , IN ADDITION TO THE COST OF COMPENSATION,mom t is hereby acknowledge that issuance of this permit does not authorize the DAMAGES AS PROVIDED FOR INSECTION 3706 OF THE LABOR CODE, INTEREST AND ewalk, street, or subsidewalk. I hereby authorize representatives of Butte ATTORNEY'S FEES. entioned property for inspection purposes. I hereby certify that I am the rized to act on the perty�wn be alf. zed to a —� 1� r 10/17/2006 CONSTRUCTION LENDING AGENCY I HEREBY AFFIRM UNDER PENALTY OF PERJURY that there is a construction lending agency for Mee of Permittee [SIGN] Print Date the performance of the work for which this permit is issued. (3097 civ. code) o Owner/'—''Contractor OR. Agent for Owner Agent for Contractor FILE COPY Lender's Address City State Zip ' BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS OFFICE #: (530) 538-7541 FAX #: (530) 538-2140 A FEE WILL BE REQUIRED AT TIME OFAPPLICATION Website: www.buttecounty.net/dds "PLEASE PRINT CLEARLY" CONTRACTOR OWNER INFORMATION Last Name ` irst Name Mailing Address Gd City 41 State " Zip Phon � 0 Fax E -mai . State License Number CONTRACTOR Name V ) sps y S Address Po Q-�o K 9b 7 City �� Stat Zip/—b 3 Phon ��D �� 144-5 F —30 3 ,?.S-,�a3 E -mai Lic. # _ 7 Class 11q— APPLICANT INFORMATION ARCHITECT/ENGINEER Name City Address Zip City Fax State Zip Phone Map Book Fax E-mail Planner . State License Number APPLICANT INFORMATION Name Address City State Zip Phone Fax E-mail For office use only: AP# 042 - 400-05' Zoning Flood Zone SRA I Yes No Occ. Policy Number 4 -2� ZL� Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: PERNUT NO. BIN p PROJECT LOCATION AP# 042 - 400-05' Pro a Addr ss City — Cross StreetL9 161 lqv� �j Sq'FT- Living Garage WORKER'S COMPENSATION Policy Number 4 -2� ZL� Carrier T'U'u Lb If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address escription,%�Scope of Work: 9�- /L Y �, '14 d--, bC - 14q 8'77—" E0" e� i -1 Sq'FT- Living Garage Open Cov ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. Received by: 0- Amount: `� U5i Bldg 11 SRA Receipt #: Sheriff SMIP -� TrauQI�;D Date: 1 0' l �• ��� a�. Other �t v '5'7"3 ti—Total e NOTES RESIDENTIAL � 040-400-075 PERMIT N0. DUNN, EARL, 03-2794 ENTLER AVE, CHICO Cont: STOTT OUTDOOR { COMMERCIAL SIGN F SPECIAL CONDITIONS CHECKED BY SRA ' y" FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I OFFICE COPY Address GAS Meter ByDate ELECTRIC t Meter By Date " v , JOB FINALED I t Signature • , . it F ti 1 1 RESIDENTIAL � 040-400-075 PERMIT N0. DUNN, EARL, 03-2794 ENTLER AVE, CHICO Cont: STOTT OUTDOOR { COMMERCIAL SIGN F SPECIAL CONDITIONS CHECKED BY SRA ' y" FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER I OFFICE COPY Address GAS Meter ByDate ELECTRIC 27A�/ Meter By Date " v , JOB FINALED I t Signature - J=OK 0 = Not OK; . = NotReadyable DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements-Setbacks-Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location-Test-Fall-C/O-Concrete 4. Water; Location-Test-Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete 6. Gas; Location-Test-Wrap;-/ /" L 'ft. / P Nat. or/ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date 12. Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements-Setbacks-Easements Card B-1 Date Card B-1 2. Footings; Size-Spacing-Marriage Line 3. Gas; MH Test-Demand-Valve-Connector Setbacks -Easements 4. Electricity; MH Test-Crossovers-Breakers-Clearances Soils; Compaction -Structure Stability 5. Drain; MH Test-Fall-Flex Connector Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test-Regulator-Connector Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected-C/O to Grade-HD Approval Elec.; Pool Lighting; 15 Volts-GFI 8. Gas and Electricity Tagged Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs-Type-Installation Cert. 7. 10. Exits; Insp.-Sketch 8. 11. Cert. of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Light Niche Card B-1 Date Card B-1 Date Enclosure; Fencing -Alarms Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements-Setbacks-Easements 2. Footings; Size-Spacing-Marriage Line 3. Blocking 4. Gas; MH Test-Demand-Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or All Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes ❑ No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE 9U,A/N 0L ;7'7(7/ OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Jt7jllit//r r G� /"' Foy Tl7lv' s -P7 a1Z 6-P ,T,,.,__ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ' 7 County Center Drive • Orovillrf California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT 2)7:7e -,y/* ASS SSORPARCELNUMBER , �40-400-075 ONING LI BUILDING PERMIT OWNER DUNN BARBARA 349-3578 TELEPHONE SO, FT, OCC. BUILDING VALUATION —CONT—M —VALVE 32 000. 9 00 Ow6SbMI 2 TA CT SUITE 3 CHICO CA 95926 CONTRACTOR'S NAME STOTT OUTDOOR ADVERTISING 342-13235 TELEPHONE CONTRACTORS MAILING ADDRESS PO BOX 7209 CHICO CA 95927 CONSTRUCTION LENDER Fireplace LENDER'S MAJUNG ADDRESS Total Valuation $ 32 000.00 ARCHITECT OR ENGINEER LICENSE NO. Film Fee $ 20.00 Permit Fee $ 297.50 ARCHITECT OR ENGINEERS LWUNG ADDRESS Plan Checking Fee $193.37 BUILDINGADDRESS ENTLERAVE CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 510.37 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: COMMERCIAL SIGN Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LE Main Service A OR LESS 23.00 3.00 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.PSINGLE 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: as owner of the property, or my employees with wages as their sole compensation, tl will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( DV: Acc. BLDS. SO 3.5,sa NEW RCSIDT' MULTI -OUTLET 97,50 a OUTLET OWER APPARATUCIR.s Ex. Occup. OUTLET OR FIXTURES 20 @ 1'00 BAL O .50 Ex. Occup. GFin>E FLIED APP D) E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S 43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier �fi GS FMLN/, Policy Number /5- SrZ — O (The above sections need not be completed ff the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the rk rs' compensation provisions of section 3700 of the Labor Code, I shall fo ith comply with those provisions. X Date l,�0 U 3 Sig ature of pplicant �wner ❑ Contractor ❑ Agent An OS it is required for excavations ver 5'0" deep and demolitio or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee s Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 553.87 "^� D Ls I �Lp� I cDF AR PD D SUE This permit is hereby issued under of the Butte County Code and/or indicated for which fees have B ��XPIRES ON ✓VV the applicable provisions Resolutions to do work been paid. Date I OR 06r- Pate)WHITE Receipt No. -D. R -AS R I S RGE COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovit!e, California 95965 • Telephone (530) 538-7541_ q IT Noi. '(Rev.12/96) . APPLICATION AND PERMIT AiI3ESSDfiPARX:EL NUMBER O� iONINa BUILDINGPERMIT OWNER TELtFHONE SQ. FT. OCC. BUILDING VALUATION DwNER8 ADDREss : y� CONTRAc=,S NAME, A I • 1 TELEPHONE LICENSE NO. LOT NO. SUBDMf NS NAME LD � Z I ^ PARCEL MAP USEOFSTRUCTURE ( I L�2 e_ SF 13Duplex ❑ Mobilehome a" Other sPECIFY TYPE OF WORK New ❑ Addition �❑i Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 91"11l Sik)k seer: o40,c,,tr- Pow� Ted Total Valuation is vxrj`` $ CONSTRUCTION LENDER Filing Fee LENDER'S MAILING ADDRESS loon ow LEss ARCHITECT OR ENGINEER Permit Fee ARCHITECT OR ENGINEERS MAILING ADDRESS 46.00 BUILDING ADDRESS An LICENSE NO. LOT NO. SUBDMf NS NAME LD � Z I ^ PARCEL MAP USEOFSTRUCTURE ( I L�2 e_ SF 13Duplex ❑ Mobilehome a" Other sPECIFY TYPE OF WORK New ❑ Addition �❑i Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 91"11l Sik)k seer: o40,c,,tr- Pow� Ted Total Valuation is vxrj`` $ ELECTRICAL PERMIT Filing Fee $ loon ow LEss 20.00 Permit Fee 200+ TO ISA 46.00 NEW CONST. OR ADDNS. Plan Checking Fee ' $ NEW CONST. NON-RESID. MULTI -OUTLET aaANnI4 rMri LTM 1 Energy Plan Checking Fee $ PERMIT FEE S • PLUMBING PERMIT Ming Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I I @20.00 EX. OCCU . OUTLET OR FIXTURES PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service loon ow LEss 23.00 0 cv Main Service 200+ TO ISA 46.00 NEW CONST. OR ADDNS. DWl31ANG OCCUP, a ACC. is.os. s0 3.5aFT: NEW CONST. NON-RESID. MULTI -OUTLET aaANnI4 rMri LTM 1 @7.50 EX. OCCU . OUTLET OR FIXTURES —W,:- 13AL50 Ex. OCCU 6j6j0p,A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE 1 $ a- MECHANICAL PERMIT Fling Fee 1 20.00 Heatina 6.50 PERMIT FEI: 3 Mobile Home Installation Fee $ be, �O�d Energy Inspection FeeOCC' ' CONST. TYPE TOTAL FEE $ HAZ I D. FEES I IMP 1. FLOOD I CDF I PARCEL I PD I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work X Date indicated above for which fees have been paid. Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50' deep and demolition or construction of structures over 3 stories In height By Date Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT I i,,,,, ' COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER (' h-ra� ,Ra r,[.i rri A.P. # //' 0---V- J %,5 PROPROSED BUILDING USECrV!'I VI'Z�(C°LQG �! �%! DATE . / ' RECEIPT # DATE REC. 1/ 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)....... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone #Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit applicatt n, I may be changed during the APPLICANT advised the above fees are required to be paid prior to issuance of the permit. These fees -king process. DATE Pursuant to Government a Section P6020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of a of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) .r..r it.� COUNTY OF BUTTE-DEPARTRiIEI,VT OF DEVELOP ENT SERVICES -BUILDING DIVISION ` 7 County Center Drive, Oroville, CA 95,965 Phone,(x530)538-7541 Fax (530)538-2140 PERMIT API DUCAT -ION- DATA SHEET OWNER: ! li'1 V11 t�. it (�, I t' i l (0 ASSESSOR PARCEL NUMBER (1 //0 _`//00 _j /J Proposed Building Use: ( /'%%�((� /�� (', �/ �� Counter,Technician: 1-tDate: bo Items required in order to apply for a permit.411 boxes MUST be checked OR marked NA in order to apply. �1. Plot plans, 3 or 4 sets, signedty the preparer of the p"pa ' 2. Complete plans, 3 or 4 sets, signed by the preparer of th IAIn 3. Engineered plans, 3 or 4 sets, with wet signature oryplarisA-ND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation n?i�st fictions, (B)'Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. 1 ' _ ❑ 7. Metal buildings: (A) Metal Building Pj6rts (B) Foundatiorrplans and calculations in triplicate, (C) Elevation views in triplicate. (D)/Floor-plans in trriplicate. ,All of thesE must b stamped and wet -signed by the en ineer. 7 �``-Item )equired for initial plan revier. f checked items*ave ot.beeu receiv�ed,,plan review cannot proceed. The.permit�,will be mdexed-and returned to the plan review line-up when requir di%temsrecerved. Dae Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in,dupI'icate, :1 ............................ ❑ 9. Plot plan and business license approval from the City of Biggs ........ ....... ❑ 10: Letter of intent for non-residential baildings ............................... , ......................... ❑ 11. Detached Accessory Buildinli`g� Formfilled-out<by the owner ..................................... ❑ 12. Hazardous Material•Form............................................... _ ❑ 13. Other Za in, ' ems needed to issue the permit. (May require additional plan review upon receipt of the following items.) 'F'eesas shown-on'th"ttached Schedule of Fees Due Sheet ....................................... l ❑ 15. Statement of Intent for Non -heated and kC Buildings ............................................. ❑ 16. Sanitation and•plot plan approval from the Environmental Health Department in ❑ 17. City of Chico Plumbing permit................................................I ........................ ❑ 1 California Department of Forestry plan approval ❑ paid. Sent by: ...................... AQ1def9i. Planning approval for (A) Use: w B)Parking: / (C) Parcel Check:, 1 t �wodGt3 ❑ 20. Contact Land Development about ElImprovements, ❑ 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......................................................... O 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D ❑ 31. Other: When issued Telephone _ 3 - /7 (, and hold for pickup. I have been info' e f the above items and requirements for obtaining a building permit. Applicant 64--)A" ' Date:r I 1. Index pernait pli for the above items numbered: , , Plan Check Letter Items required r If ontr r, designer, owner, was advised cf the above data by - • 'phone, `mail, ❑ counter;"bye Date: j L, p Contractor, designer, owner w s advised of the abov dat by ❑ phone, ❑--nail j ❑ counter,1,by'� Date: Plans reviewed by: Date: O' Plans approved by: Date: Structural reviewed by ` Date: Strdctu'rad.approyed by:Date:V17 06 Note transfer Date: �7 y Yellow Buildine Division 1 25 2 5' rn 74 LINE > 7.2; 2 14 974. 420704-412.8. #1 N'O,RFI'ELD' JR.= 12.0.0 49P.1.4"'.5b, E L=1162' 74.74' '3AVENUE ,21 123'0 00, 20' SETBACK LIN:E-- 0 40, lts 00 CD METAL•WELD SPECIALTIEso, Z COYER SHEET SIZE OF SIGN: 4 X 4-8 HALL: '0 WIND LOAD: -40 ALLOWABLE SOIL PRESSORE : Toe- C"j'g L- -Fo °r lA/&_ STRUCTURE DESIGN: CENTER MOUNT _V PARTIAL FLAG (col loc. FULL FLAG (col. loc. ) EXTENDED FLAG•(col. loc. ) OFFSET V -BUILD ANGLE OR FEET (MAX. OPENING) BACK TO BACK ACE FOOTING DESIGN: ROUND y SQUARE . ✓ SPREAD SPECIAL CONDITIONS: 1=d OTt A-fts- b a& t &-N VALID ONLY WET SEA 1UAY 10 204dy TABLE OF CONTENTS.. v/(s / oN f- 7-0 CRITERIA - - - - - - - = - - = - - - - - - - CS -(' BU Z 7 93 BUILDINGE COUNTY DIVISION T•eR-S4sN--9E.SM------- ,------- .---" APPROVED _- - - - --- - - - - - L-- 1/0 Pa FOUNDATION DESIGN- - -. - - - - - - - - - - F -t 7-2t�`'3, '� OT t 1.M,. fl t34'A�til�5 S S le ' 3 AsBUILDING JOB TITLE( 4-t 4-0 l F �Is r MMETAL ` WELD JOB NO. CALCUL SHT CS -I OF CALCULATED BY S 1. DATES IrJ 'Od PECIAIi'IES? CHECKED BY � �= DATE SIS SCALE REFERENCE CRITERIA SPECIFICATION CODE: 200 STEEL: ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A-5313, A 252 GR, OR API-5LX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE 'N' CONCRETE - MIN. COMPRESSIVE STRENGTH OF F'C = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) = 1310 PSI �OP(s�0 3 PRESSURE FOUNDATIONS - SPREAD FTG. ALLOWABLE BEARING SEE SOIL REPORT OF UBC TABLE NO.. IS -1 ROUND.OR SQUARE CAISSON FTG.- TG.ALLOWING ALLOWINGLATERAL BEARING PRESSURES PSF/FT SEE SOIL REPORT OR UBC TABLE NO. (-gyp DESIGN LOADING WIND = gO PSF LIVE = FRONT CATWALK - 20 PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK - 20 PSF OR (2) 2009 MEN. AT ANY POINT DEAD = SIGN FACE WT. 5/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ.) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 -LAYERS -PAPER AND GLUE .416 PSF 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce. Cq qs I EXPOSURE C (OPEN COUNTRY) p"- DESIGN WIND PRESSURE Ce = COMBINED HEIGHT; EXPOSURE AND GUST FACTOR _ Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND STAGNATION PRESSURE AT 30'-0" I = IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND VELOCITY 70 .75 80 90 100 110 OVERALL qs HEIGHT 12.6 14.5 16.4 20.8 25.6 31.0 Ce 0-16 1.08 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 22.9 25.9 32.9 40.5 49.0 25' 1.14 21.0 24.2 27.3 34.7 42.6 51.6 30 1.23 21.7 25.0 28.2 35.8 44.1 63.4 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 60 1.43 25.2 29.0 32.8 41.6 . 61.2 62.0 80 1.53 27.0 31.1 35.1 44.6 64.8 1 66.4 MMETh • MELD MSPECIALTIES' REFERENCE: 'L m/Srbs s wN P P l krt_ L[ S. 25 4- 57 , v MWz S. -2 X 3,2 )C4,"�f2, 14t'L b� J, 4, 22s2Jz• To OT f t qs C. HV C,4c OnJ , C.O M P V T -5 -le-- JOB TITLE `� 4-b IP Fyk> JOB NO. SHT. L- I OF CALCULATED BY SL DATE S LO oJ- CHECKED BY N K . DATEW04- o n4- MMETAL u WELD JOB=E I�-��rp9Zk JOB NO. SHT. F I OF SPECIALTIESz CALCULATED BY SL DATE S Lo CHECKED BY KK DATE_74�04-- REFERENCE: ?c0 2 ¢.p p i, �- - 2 0 LV FOOTING DESIGN PER UBG FORMULA SECTION 1806.8.2.1 DEPTH OF FOOTING: d=A(1+(1+4.36*h/A)^0.5))/2= 11.33 ft WHERE: Mb = 1445 ft -kips BENDING MOMENT AT GROUND LEVEL P = 28.44 kips I = 12 ft W= 12 ft b=(I^2+w^2)^0.5= 17.0 ft d = 11.5 ft Pall = 0.4 , ksf/ft h=Mb/P=50.81 s1 = d " Pall "1.33 /3 = 2.04 A= 2.34*P/s1/b = 1.92 HORIZONTAL FORCE LENGTH OF SQUARE FOOTING WIDTH OF SQUARE FOOTING DIAGONAL OF SQUARE FOOTING ESTIMATED DEPTH OF FOOTING ALLOWABLE LATERAL SOIL BEARING AS SET FORTH IN TABLE 18-1-A FROM U.B.0 FOR SOIL TYPE: SANDY GRAVEL USE SQUARE FOOTING 12 ' - 0 " x 12 ' - 0 " x 11 1- 6 11 11METAL • WELD MSPECIALTIES'= REFERENCE: 720 2 JOB TITLE 14- -.44 f r— k JOB NO. SHT. F 2 OF CALCULATED BY SL DATEo� CHECKED BY NK DATE4- `LO0M�/.* toct- FOOTING DESIGN PER UBC FORMULA SECTION 1806.8.2.1 DEPTH OF FOOTING: d=A(1+'(1+4.36*h/A)^0.5))/2= 12.59 ft WHERE: Mb = 1445 ft -k±^. BENDING MOMENT AT GROUND LEVEL P = 28.44 kips HORIZONTAL FORCE I = 12 ft LENGTH OF SQUARE FOOTING W = 6 ft WIDTH OF SQUARE FOOTING b = (I ^2 + w ^2) ^0.5 = 13.4 ft DIAGONAL OF SQUARE FOOTING d = 12 ft ESTIMATED DEPTH OF FOOTING Pall= 0.4 ksf;;' ALLOWABLE LATERAL SOIL BEARING AS SET FORTH IN TABLE 18-1-A FROM U.B.0 FOR SOIL TYPE: SANDY GRAVEL 7-00 Z h=Mb/P=50.81 s1 = d * Pall *1.?^ !3 = 2.13 A= 2.34*P/s1.11b = 2.33 USE SQUARE FOOTING. 12 '-'0 " x 6 ' - 0 " x 13 ' - 0 " MMETAL a WELD MSPECIALTIESZ JOB TITLE 14-,,48 Pf- A / (-, JOB NO. SHT. T- 3 OF CALCULATED BY SL DATE S CHECKED BY NK DATE�4- MMETAL • WELD MSPECIALTIESZ REFERENCE: P R 7-o-40 T- ( Al -z;, JOB TITLE 1 d Ar" Pf= JOB NO. SHT. OF CALCULATED BY SL DATE rJW 04 CHECKED BY N K DATE S�d-- I/0 nl-I�A TU b tti D l 2. V 4-13-- l3 .� i o . I 1 ! o ML) lr3 r2, V9--; P✓ z� _'� z. a 4-4-4,4-- M 1 (2 s-4- - 4- ' �nn�o > T Iz- 4,f� J g- C o, c. � .4 O o S'1 I 6-0 - z ,.3 V- Ara,- 8, 24 t' k - 7-O P o 1=nrG— !,� N-,1. T tt A 9 nJ'?Ilr�. b 1 ►Z l�4 I s °' c Ic- w T v tyn�o- ;�i12 c Mv2 l"7. id - 1 O -J r/Syy 11'1/. 14- Z•3�Iw `o M �— C,c L- 0 SwPi3 CbblCrLST>c `M ArW-a`t IiOM 'Q �) C�0�� Cid s ar- -moo r-1 &.. -r� ;I iI U- K' l 2 - a _ SuTTE COUNTY BUILDING DIVISION �N lz O . C- 3 or l+ NOTES AND SPECIFICATIONS (APPLY UNLESS OTHERWISE NOTED ON PERMIT DRAWING) CODE - 2001 CALIFORNIA BUILDING CODE. DESIGN WIND LOAD - 30 PSF. DESIGN DEAD LOAD - (SIGN FACES) -- 2.5 PSF, STEEL - ROLLED SECTIONS - ASTM A-36 CONCRETE - MIN. COMPRESSIVE STRENGTH OF Pc = 3000 PSI ® 28 DAYS (150 PCF) 4" SLUMP (MAX.) FOOTING DESIGN BASED ON Pc = 2500 PSI. REINFORCEMENT - ASTM A-15 AND A-305 GRADE 40 (DEFORMED). PLACE REINFORCING PER ACI 318-02 STANDARDS. LAP SPLICES 30 BAR DIAMETERS. CUBE COLUMN FOOTING -- EMBEDMENT DEPTH FOR FOOTING DO NOT APPLYTO LOCATIONS WHERE WALLS OF THE HOLE WILL' NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE UNCOMPACTED FILL OR ORGANIC FILL EXISTS. DESIGN LATERAL SOIL PRESSURE PER CBC TABLE 18-1-A IS 400 PSF/FT (SOIL CLASS 3, TYPE: SANDY GRAVEL). ALLOWABLE LATERAL SOIL PRESSURE HAS A FACTOR OF 2. VERIFY SOIL TYPE DURING EXCAVATION. EXTEND COLUMN PIPE TO BOTTOM OF FOOTING (3" CONCRETE COVER REQ -D). FOR ANOTHER NOTES AND SPECIFICATIONS SEE BASIC PERMIT DRAWING. PROJECT 14->r-4-8 -ST- 0 T T o, A 1+- L c -o,, CAS Mt�'1 t�1R. nom. Ci ,h--, IV r --O b 1' / &PC -- y PROJECT NO. 1013Z-04-' C61570 . .. 68-30-05 ,� MMETAL � WELD REV. sr clv1�- �� �TFOFCA���� mSPECIALTIES'V �t7'2 DATE DRN. CHIC. i GoLV-M.�v 15� ,I 0 I S.�-o,PC�t Got4C1�-6TB �p M - i Lo -N -c -R-6 TLS �o�oTtnrt�- 2-� _ BUTTEC®UNTY BUILDING DIVISION . P i` O) ice® M 0 `S 4-0R 'M NOTES AND SPECIFICATIONS (APPLY UNLESS OTHERWISE NOTED ON PERMIT DRAWING) CODE - 2001 CALIFORNIA BUILDING CODE. DESIGN WIND LOAD - 30 PSF. DESIGN DEAD LOAD - (SIGN FACES) -- 2.5 PSF, STEEL - ROLLED SECTIONS - ASTM A-36 CONCRETE - MIN. COMPRESSIVE STRENGTH OF fc = 3006 PSI @ 28 DAYS (150 PCF) 4' SLUMP (MAX.) FOOTING DESIGN BASED ON fc = 2500 PSI. REINFORCEMENT - ASTM A-15 AND A7305 GRADE 40 (DEFORMED)., PLACE REINFORCING PER ACI 318-02 STANDARDS. LAP SPLICES 30 BAR DIAMETERS. CUBE COLUMN FOOTING --EMBEDMENT DEPTH FOR FOOTING DO NOT APPLY TO LOCATIONS WHERE WALLS -OF THE HOLE .WILL' NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE UNCOMPACTED FILL OR ORGANIC FILL EXISTS. DESIGN LATERAL SOIL PRESSURE PER CBC TABLE 18-1-A IS 400 PSF/FT (SOIL CLASS 3, TYPE: SANDY GRAVEL). ALLOWABLE LATERAL SOIL PRESSURE HAS A FACTOR OF 2. VERIFY SOIL TYPE DURING EXCAVATION. EXTEND COLUMN PIPE TO BOTTOM OF FOOTING (3° CONCRETE COVER REQ'D). FOR ANOTHER NOTES AND SPECIFICATIONS SEE BASIC PERMIT DRAWING. 4 SIGN PROJECT 6 4-k d-�b � L s �s Iry d, a _ C,4 c CV t C4 G.1 -0t, "' C 61570 m PROJECT NO. W b ^L' 04- eo ce-30-os * * REV. DATE S oz O- MMETAL WE L MIn DRN. E OF C A1.\'V ?1JM 10 WSPECIAITIESz CHK ._._.—. _ �— 1 N dfl Ick NOTES AND SPECIFICATIONS (APPLY UNLESS OTHERWISE NOTED ON PERMIT DRAWING) CODE - 2001 CALIFORNIA BUILDING CODE. DESIGN W INDLOAD - 30 PSE DESIGN DEADLOAD - (SIGN FACES) - 2.5 PSF STEEL - ROLLED SECTIONS - ASTM A-36 120NCRETE - MIN. COMPRESSIVE STRENGTH OF fc = 3000 PSI @ 28 DAYS (150 PCF) 4' SLUMP (MAX.). REINFORCING - ASTM A-15 AND A 305 GRADE 40 DEFORMED (U.N.O.) PLACE REINFORCING PER ACI 318-02 AND CRSI STANDARDS. LAP SPLICES 30 BAR DIAMETERS. ASTM A-615 GRADE 60 DEFORMED (AS REQUIRED) WELDING RODS - ASTM A-233 E-70 SERIES LOW HYDROGEN. WELDING MATERIALS AND PROCEDURE COMPLY WITH AMERICAN WELDING SOCIETY STANDARDS. 3 W SPREAD FOOTING - BEAR FOOTING ON FIRM UNDISTURBED NATIVE SOIL. PLACE FOUNDATION CONCRETE ONLY ON CLEAN, FIRM BEARING MATERIAL. ALLOWABLE SOIL BEARING PRESSURE IS ¢,SKSFAT4-0'MIN. BELOW LOWEST ADJACENT FINISH GRADE OR NATURAL GRADE WHICHEVER IS LOWER (SOIL TYPE: SANDY GRAVEL OR BETTER). VERIFY SOIL TYPE DURING EXCAVATION. S s Grl-o H A -A NOTIFY ENGINEER OF ANY DISCREPANCY. EXTEND COLUMN PIPE TO BOTTOM OF FOOTING (3' CONCRETE COVER REQ'D) FOR ANOTHER NOTES AND SPECIFICATIONS SEE BASIC PERMIT DRAWING. s► 4�11 40cs 1. tio+k-(, X Ct9)� Ns 6okst. _.• 12-0 3 12.raa. sp 3• TO P • 0I To ris c4eovn) 0 RE gAtR PLAW MAY 1 0 20" eevr7iEF vito,�ocovNTY IV, rip_, SWPe COHC>z.rs7t 1 A' Jhy >-ra.oM as earl. IST—U u /., j. � /�1 /// i; � f' / ;� •" ,. _.- f—I C'.LuH.' .�% i• . J � 7V Tag ' C3pT-. H ALTERNATE ' SPREAD FTG_ S O G L kA A -TV-*- t' Al C, fit•' . S �.�f>yrti i3 (l GvO b C -A7 M 4-A4 e-, '¢'p CUSTOMER 4TO7'7' O Ar I 4. Soo Ps f So I - SIaN Id-k46SP. Pr -t/8 4S PA -L c,4*LcnTl- AL'T'ERNATE SPRUAD G1��1 GA- __' FOOTING MMETAL WELD PAUT I• DR. S� CH. is MSPECIALTIES= H:LE SII6 DATE s '� °� JOi r10. I� o11f. 710. . I,.nt2A .., _.'_ _ 4 \ MMETAL WELD MSPECIALTIEN C _ OYER SHEETS .,Z SIZE OF SIGN: i X HAGL: 5 — 1-0 0 WIND LOAD: SO ALLOWABLE SOIL PRESSURE: 'Z.0 0 1-%4 + STRUCTURE DESIGN: CENTER MOUNT X PARTIAL FLAG (col. loc. w�urA FULL FLAG (col' 1 oc, _ VAI ONLY c zfP• 06-30-05 EXTENDED FLAG (col . 1 oc. WEA $EAL '� OFFSET AN V -BUILD ANGLE OR = FEET (MAX. OPENING) �. BACK TO BACK OR SINGLE FACE ' FOOTING DESIGN: ROUND (�E3 i <.^., �z Zoo1 300 x SQUARE be -5.16.+j r -,O2 7.00 �s /, S,o j L SPREAD SPECIAL CONDITIONS: .o3-2?q ¢ BUTTE COUNTY TABLE OF CONTENTS BU L® SION AP R VBD CRITERIA-------------------CS-1 // f7'03 P..I�L. HEAD DESIGN - - - - - - - - - - - - - - - - - - H-1 'r4m-j 14-'s TORSION DESIGN - - - - - - - - - - - - - - - - T -j -r 4rw -r-'S- COLUMN DESIGN- - - - - - - - - - - - - - - - - C - FOUNDATION DESIGN- - - - - - - - - - - - - - - F-1 PIPE MOMENT CAPACITY CHART - - - - - - - - - - M_1 6'�-3-c)B tx=/4-er KA MMETAL-a-WELD MSPECKTIENJ Joe TITLE - _h 4-4r 4-s c"H JOB N0. SHT CS_I OF CALCULATED BY g,vDATE Z q.lo CHECKED BY DATE SCALE REFERENCE CRITERIA SPECIFICATION CODE STEEL' ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A 53B, A 252 GR, OR API -51X WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE *N" CONCRETE - MIN. COMPRESSIVE STRENGTH OF FC = 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) =1310 PSI FOUNDATIONS SPREAD FTG. ALLOWABLE BEARING PRESSURE N PSI SEE SOIL REPORT OF UBC TABLE NO. 16 -t -A ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE 2_xO n PSF/FT SEE SOIL REPORT OR UBC TABLE NO. 16-1-A 00 n S.r� k1 1 T 4 DESIGN LOAbING FA C,770 M O 1= 2] WIND = aO PSF LIVE = FRONT CATWALK - 20 PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK -20 PSF OR (2) 200# MEN. AT ANY POINT DEAD = SIGN FACE WT. 5/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF - 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF Z49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND. STAGNATION PRESSURE AT 30'-0" 1= IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND 1 1 VELOMY 70 75 80 90 100 110 OVERALL qs HEIGHT12.6 14.5 16.4 20.8 25.6 31.0 Ce 0-15 1.08 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 229 25.9 32.9 40.5 49.0 25 1.19 21.0 242 27.3 34.7 42.6 51.6 30 123 21.7 25.0 282 35.8 44.1 53.4 - 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 60 1.43 252 29.0 328 41.6 51.2 620 80 1.53 27.0 31.1 35.1 44.6 1 54.8 1 66.4 MMETAL •WELD wSPECIALTIES= REFERENCE HEAD DESIGN FRONT CATWALK JOB TITLE 1 �� JOB NO. SHT.OF_�� CALCULATED BY �]A C DATE �-LS! CHECKED BY DATE SCALE FRONT CATWALK DESIGN LOAD L.L. - 20 PSF X 3 X 12 (MAX TRIB) - 720# Ar (4 MEN) <,;:✓200 - 800# (4 MEN/LEDGER) D.L. STRINGERS - 5.8 X 2 11.6 PLF i I GRATING - 3.14 X 3 9.42.PLF �-, CONN & MISC 2.58 23.6 PLF PLF GRATING - SPAN.3'-0" USE AMICO EXPANDED METAL GRATING . CAP - CONCENTRATED LOAD AT CENTER OF SPAN 100#/FOOT OF WIDTH STRINGERS (MAX. 14' SPAN) _ ,+, Mmax -'23.6 X 14a' + 20 X 3 X 14a' - 578.2 + 1470 - 2048 -� 2 -.1024 F 8 8 USE r X 3 X 1/4 LL.V. b 1.024 X 12 - 12.29 KSI (S - 1.0 IN ) 1.0 .C4 MEN LEDGER P-- (23.6 X 12) + 800 - 1083.2 (12'TRIB)s M - 1.08 X (1.5 +.1.5) + (.009 X 4.5) (4.5/2) - 3.33'-k MIN. FLANGE - 3.24/2 X 3 - .54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP - 10'-" > 3.33'-' CONNECTION bESIGN PER AISC HANGER TYPE CONNECTION _ K Mmax [.02`•(3) 12 + .0236 X 12] X 4 + .009 X 5.5;"/2 - 4.149 (12' TRIB)' P - 4.149"" /1.28 - 3.24K /ANGLE 3 X 3 X 1/4 X 4 3/4" 1 3/4" GAGE WP.- 3.24/4.75 - .682 KLF;=%65 KLF PREL. SELECTION TABLE b - 1 3/4" - 1/4 - 1 1/2" a - 3 - 1 3/4 - 1.25" b' - 1.5 - .625 - .875" a' - 1.5 + .625 - 2.125" a''+ b'.- 3" p - 4.75/2 - 2.375" d' - .625" - 1 - (.625 / 2.375) - .7368 M - [2.375 (-.25)2' X 36]/8 - .668 [3.24/2 X 1.5 / .668)-1] / .71368 - 3.58 Bc - 1.62 [1+\1 + ?7368) C 2.875 J - 1.90 KIPS FLANGE8 X 1.90 X 2.125 X .875 1/2 - .2768 IN25 (2.375 X 36 [2.125 X .7368 (3.0) >. 10% OVERSTRESS USE <3 X 3•X 1/4 X 4 3/4 LONG W/ 1/2" DIAMETER A307 BOLTS Vk►, - 24 TA,j - 3.9K NOTE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS MMETAL -WELD wSPECIALTIES6 i ccceoe��n� HEAD DESIGN REAR CATWALK REAR CATWALK JOB TITLE C JOB NO._ SHT / — 2 OF Q CALCULATED BY v ` DATE 4 CHECKED BY DATE —� SCALE DESIGN LOAD L.L. - 20 PSF X 2 JC 12 (MAX TRIB) - 480# ( 2 MEN) <Z200 - 400# (2 MEN/LEDGER) D.L. STRINGERS 5.8 X 2 - . 11.6 PLF GRATE 2 X 2 - (ACT 1.87) 4.0 PLF .MISC. - 1.6 PLF 17:2 PLF GRATING SPAN 2' - 0" USE AMICO 1.87# GRIPMESH EXPANDED METAL - CAP - CONC. LD (d CENTER OF SPAN - 150# / FOOT OF WIDTH STRINGERS-"� (MAX 14' SPAN) SEE SHEET H-1 USE (MAX 10' SPAN) MAX - 17.2 X l0a + 20 X 2 X 14A - 1230' - #/2 - 630' /STRINGER 8 8 Fb - .630 X 12/.577 - 13.10 KSI < 21.6 USE <3 X 3 X 1/4 NOTE: (MAX 10' SPAN) LEDGER P - (17.2 X 12) + (20 X 12) - 446.4# M - .45 (1.0 + .5) + .009 .(2.5-1 /2) - .703 USE W6X9 UNSUP LGHT 2'-6" Mcap - 11'-K > .703"K . CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION Mmax - (.02 (2) 12 + .0172 X 121 X 2.5 + .009 X 2.5'�'- /2 - 1.744' " (12' TRIB) P - 1.744 X 12/9.375 - 2.23K WP - 2.23/4.75 - .47 KLF < .65 KLF PREL. SELECTION TABLE SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE <3 X 3 X 4 3/4" LONG W/ 1/2u A307 MIN. FLANGE THICK PER RISC HANGERECONNECTIONTS 2.23K/ 2 BOLT / 3" - .37K / INCH USE 3/16' FLANGE CAPS .61 K / /IN MMETAL • WELD MSPECRUIEN RCCCOCmr-c TRUSS UPRIGHT 6 UPRIGHT - 14 X 48 A 325N BOLTS JOB TITLE (:;27LJ 14 4?-� A JOB NO._ SHT. OF CALCULATED BY DATE4��le CHECKED BY DATE SCALE ------------ DESIGN CRITERIA 14 X 48 MAX. TRIB AREA — 8'-0" MAX. UNBRACED LENGTH GpLoSS CANT. LENGTH 14'-0"�� �ZEQ17.) TRIB LENGTH OF TOP STRINGER — J WIND 2 3 1/2' 4' '4 1/2' 5' 20 26" 21" 18". 16" 14" 13" 30 26" 21" 18" 16" 14" 13" 40' 20" 16" 13 1/2-" 12" 10 1/2" 10" 50 15-1/2" 12 1/2" 11" 10" 8 1/2" 8^ 6013" 10 1/2" 9" 8" 7" 6 1/2"-_l H2—H1X2 aft•. L3X3X1/4 N r,7 — .59 IN BOLTS PL. s — :58 IN3 A325N FA FB A — 1.44 IN" 1/2" DIAMETER — 1.33 X 4.1 — 5.4iK L2 1/2X2 1/2X 1/4 rx — .93 IN 5/5" DIAMETER —.6.4 X 1.33 — 8.5K PEN TRUSS ANGLE - BOAT PL. CHORD CHORD SHBAR rIND FA FB SIZE PER BO' 20 6.3 13.2 L2 1/2X2 1/2X 1/4 3.5 30 4.7 13 L3 X 3 X 1/4 4,2 40 6.3 17-.4 L3 X 3 X 1/4 .. 4.9 50 r„ 7.8 10.8 „ , . _ *L3 X 3 X 1/4 5,7 PEN TRUSS -4� CROSS P LT r1/ PL. MIN 25 THICK WELD 2" 1/2" 1/4" 1/2". 5/8" 1/4" 5/8" 5/8". 1/411. 5/8" 3/4" 5/16" 5/8"-. 1 3/4" 3 8- PN HORD AT BOTTOM OF TRUSS -4� CROSS P - N XIAL - M'— Pi X d fa — M/3.5 X A ( r4r, pZQ iQ LN—DING- TRUSS max — WIND STRGR M i X SPG X SPCG X SPAN fb — Mmax X 12/5 OMBINDED - fa + 6 fF 44 GEOS> E%ACE l� fa (1- fa) (fb) < (0O bSI ISD ; 1.33 ot4 L`( — N (16.'33 KSI �F'e � 21.6. 70 KSI KSI L 3 X L3X3X1/4 3 X 1/4 �4-T� = BOLT EAR - M/3.5 X 3 BOLTS + DL/3 X 2 T,PE �.325) IKE-PLATE LINGHICK SHEAR SHEAR Mmax5XX12/10o X 90X 2 HOLES) 1.33 20� Q 70PS!O'v - EJ MMETAL • WELD MSPECITIES'= X 48 6 UPRIGHTS CONN. CMS FF, SFS O;L DF DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" JOB TITLE I �?'�•�-rT JOB NO. SHT. �� ? OF Q / CALCULATED BY DATE • `/ ? 1 `'? CHECKED BY DATE SCALE DAUIS TU BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - (30 PSF WIND) X 8 X 142 /2 - 23.52'-K-/2 - 11.76'-K%UPRIGHT (40 PSF WIND) - 15.671-K (50 PSF WIND) - 19.59'-"- (60 PSF WIND) - 23.52''"- (20 PSF WIND) 7.84'-K SINGLE FACE OR "V" BUILD Mmaxx1- (30 PSF-WIND) X 8 X 14z /2 - 23.52' -"/UPRIGHT ,(40 PSF WIND) (50 PSF WIND) 31.34SEE MIN. FLANGE THICK. 39.18''"- (60 PSF WIND) IN CONN. BELOW OR 47.04'-4 1/4" GUSSETS (20 PSF WIND) PRIGHTS W6 X 9 4' 5' 60 71 *12.7 8 9 WfWJ8 X 10 14.6 21 13.3 13.3 11.3 101 80781' X 14 36.7 18 34.3 16.7 32 15.3 28.7 14 12 10W12 CONN---- ECT_I�N W2 X 26 89.3 89.3 89 3 81.7 25.3 81.7 22 81.7 18 75.3 70.7 CENTER MOUNT, DESIGN FOR FULL FLAG, DOUBLE FACE oRF�C SiNGI_.E UPRIGHTS Mmax X 12 - 2T (2011) + 2T (24') .Mmax - MDL + MWLt41> r"�-TENSION FL-AR69 SHEAR/BOLT - 3.6/8 - .45K NEGLIBLE TOTAL blsG uPP&N T sEE �Qca ►M 0 -DIED ' 30 "Ts Z%f' bac v;11X HANGER DESIGN AISC WEB STIFF BOLTS A307 FLANGE W/WEB 0 PSF 2.8 1/2"� 4 X 1.33 1/4"t�. j3/16 0 PSF 4.2 1/2"cp 4 X 1.33 1/4 F� 3/16 0 PSF 5.6 1/2"cP 8.7 X 1.33, 5/16 1/4 3 PSF 7.0 1/2"� 8.7 X 1.33 - 5/16 �. 1/4 3 PSF 8.4 1/2" + 8.7 X 1.33x;; 5/16 1/4 INSTEAD USE 5/8",0- A307 `A 325 WELD TORSION VOL- 1.9K VWiJD - 56K 1.9�+ 56K - 57.9" / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMETAL • WELD MUSPECIALTIES'= HththtNUh X 48 6 UPRIGHTS CONN. CM, FF. - DF DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH -COMPRESSION FLANGE CANT. LENGTHLI4'-0" CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE ( :�,Ll 144Q,7ST- I 'JOB N0. SHT. -:2::,� OF -_Q / CALCULATED BY G DATE CHECKED BY DATE SCALE Mmax - (30 PSF WIND) X.8 X 14l' /2 - 23.521-K /2 - 11.76"-K /UPRIGHT (40 PSF WIND) - 15.671-k - 23.52''- (50 PSF WIND) - 19.591" UPRIGHTS (60 PS7 WIND) - 23.521' k (20 PSF WIND) - 7.84'-4 (60 SINGLE FACE OR "V" BUILD BOLTS A307FLANGE W 1 3 INCR W/ '11-1;3 INCR Mmax ="'(30 PSF WIND) X 8 X 142/2 - 23.52''- /UPRIGHT (40 PSF-WIND) UPRIGHTS 31.34'-4 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18-"- IN CONN. BELOW OR (60 PSF WIND) 47.041- 1/4" GUSSETS (20 PSF WIND) 15.68'' 8.7 BRACED T BOLTS A307FLANGE W 1 3 INCR W/ '11-1;3 INCR WEB THIC 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 3/16 LENGTH r; UPRIGHTS 4' 5' 6' 7' 8' 1 9' 10' 1 11' / 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 INCREASE W12 X 14 36,7 34.3 32 28.7 25.3 22 18 W12 X 26 89.3 89.3 89.3 81.7 81.7 81.7 75.3 70.7 CONNECTION CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 - 2T (2011).+ 2T(24") Mmax -•MDL + ML,UNr� TENSION 2 SHEAR/BOLT - 3..6/8 - .454 NEGLIBLE TOTAL �,�c GER DESIGN ISC WEB STIFF f Ee T . �T4" MIN. V Qw + fFL '-- Bo ILTS W x q-* ;�!Y411 &AGE ND T BOLTS A307FLANGE W 1 3 INCR W/ '11-1;3 INCR WEB THIC 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 X 1.33 5/16 INSTEAD USE 5/d',� - A307 WELD TORSION VDL- 1.94 V W I alp - 561" 1.9"+ 56K - 57.94 / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMETAL • WELD mSPECIALTIES REFERENCE I 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA 14 X 48 MAX TRIG. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED IENGTH - COMPRESSION FLANGE CANT. LENGTH 14'-0" • JOB TITLE JOB NO. BHT. Of CALCULATED BY ��`� DATE CHECKED BY DATE SCALE BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - (30 PSF WIND) X-8 X 14� /2 - 23.521x/2 -:ll-.W-"* /UPRIGHT (40 PSF WIND) - 15•.67 (50 PSF WIND) - 19'.59 (60 PSF WIND) - 23.52 (20 PSF WIND) - 7.84' SINGLE FACE OR "V" BUILD AJ1G tiAN(;M DESIGN BOLTS A307 FLANGE W/ W 1 3 INCR 1/3 INCR AISC 1 .� WEB THICK Mmax - (30 PSF WIND) X 8 X 14? /2•- 23.521-K /UPRIGHT (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK, (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/4" GUSSETS (20 PSF WIND) 15.68 W6 X 9 UNBRACED T AJ1G tiAN(;M DESIGN BOLTS A307 FLANGE W/ W 1 3 INCR 1/3 INCR AISC 1 .� WEB THICK 20 PSF 2.8" 1/2"¢ 4 X 1.33 1/4" 3/16" LENGTH UPRIGHTS 4' 5' 1 6 7' 8' 9' 1 10' 11' 1/2" W/ 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 60 STRESS W8 X lb 21 18 16•.7 15.3 14 12 • 10 INCREASE W12 X 14 36,7 •34,,5 32 28.7 25.3 22 18 - W12 X 26 89.3. 89.3 89.3 81 81.7 81.7 75.3 70.7 - - CENTER CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M pi + M v)'X 12 - 2T (20") + 2T (24") SHEAR/BOLT,- 3.6/8 - .45 k NEGLIBLE TOTAL MtAxyc Mpg + Mwind WIND T AJ1G tiAN(;M DESIGN BOLTS A307 FLANGE W/ W 1 3 INCR 1/3 INCR AISC 1 .� WEB THICK 20 PSF 2.8" 1/2"¢ 4 X 1.33 1/4" 3/16" 30 PSF 4.2 1/2" X 1.33 1/4 3/16 40 PSF 5.6 1/2" 8.7 X 1.33 5/16 1/4 50 PSF 7.0 1/2" 8.7 X 1.33 5/16 1/4 60 PSF 8.4 1/2" 8.7 X 1.33 5/16 1/4 ft -t'&.►'SIN t�o LTs -;,21141 MAx• C AI�I✓ MMETAL • WELD WSPECIALTIE REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGT$ i4.1 -0 - JOB TITLE JOB HO. BHT. .r. 'J OF CALCULATED BY �� DATE CHECKED BY DATE BCALE BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - (30 PSF WIND) X 8 X 142 /2 - 23.521--'/2 - 11.76.1 --'/UPRIGHT (40 PSF-WIND) -.15.67 (50 PSF WIND) - 19•.59 (60 PSF• WIND) - 23•.52 (20 PSF WIND} - 7.84 SINGLE FACE OR "V" BUILD Mmr:.. ax (30 PSF WIND) X 8 X 14¢ (40 PSF WIND) (50 PSF WIND) `(60 PSF WIND) (20 PSF WIND) /2 - 23.52�+K /UPRIGHT 31.34 SEE MIN. FLANGE THICK. 39.18 IN CONN. BELOW OR 47.04 1/4" GUSSETS 15.68 UNBRACED PSF 1.6 1/2"6 4 X 1.33 30 PSF 2.4 LENGTH UPRIGHTS 41 5' 1 6' 7' 8' 1 9' 10' 11' W/ 1/3 W6 X 9: 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 . 16.7 15.3 14 12 10 - INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 2.2 18 - W12 X 26 89.3 .89.3 89.3 81.7 81.7 81.7' 75.3• 1 70.7 VVIV LY nIillUly CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR CONNECTED UPRIGHTS M pL+ -Muy X 12 - 2T (20") + 2T (24") 2 . SHEAR/BOLT - 3.6/8 - .45< NEGLIBLE a TOTAL Mmax Tv T I BOLTS A307 I FLANGE ^W/ 20 PSF 1.6 1/2"6 4 X 1.33 30 PSF 2.4 X 1.33 40 PSF 3.1 X 1.33 50 PSF 4.0 X 1.33 60 P$F 4.7 X 1.33 MIN. I [�ovrs -2'41 Max• ��� 3/16 1/4 1/4 5/16 5/16 AISC HANGER CONNECTION t Mwind WEB f 3/16 C3/16 AISC WEB STIFF MMETAL WELD ""SPECIALTIES' = r.�rGn INV" L 3 X 3 X 1/4 STRINGER JOB TITLE l5i 33 60 PSF WIND ,LAX. SPAN OR JOB NO. SHT. Tl -'Q- Of CALCULATED BY J K�i DATE , CHECKED BY DATE SCALE TRIB AREA DESIGN CRITERIA ^ -* � 1 Mmax - (SECT. MOD.) 21.6 X 1.33 STRESS INCREASE 12 'C.ALLOW STRESS 36 KSI w - Mmax X 8 MAX SPACING - W / WIND LOAD SPANa-(FEET) BIAXIAL BENDING - WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S - .577 INP WT - 4.9 PLF 20 PSF\WIND 40-PSF WIND 60 PSF WIND ,LAX. SPAN OR MAX. MAX SPAN OR MAX MAX SPAN OR MAX IB AREA SPACING FT TRIB AREA SPACING(FT),TRIB AREA SPACING •FT 8 8.63 8 4.3 8 2.87 9 6.82 9 3.4 9 2.87 10 5.52 10 2.75 10 2.87 T. 11 4.56 11 2.28 11 2.87 12 '3.83 12 2.28 12 2.87 13 3.26 13 2.28 13 2.87 14 2.8 14 2.28 14 2.87 30 PSF WIND 50 PSF WIND 8 5.75 8 3.45 9 4.54 9 2.73 10 3.68 10 2.73 11 3.04 11 2.73 12 3.04 12 2.73 13 3.04 13 2.73 14 3.04 14 . 2.73 MMETAL • WELD WSPECIALTIES= REFERENCE 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -BUILD JOB TITLE�L�� JOB N0. SHT K I `�jOF CALCULATED BY Y `- DATE 3 !2._ Lp / I' CHECKED BY DATE SCALE PREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 . 507 35' STRINGER 4 X 4 X .9 X 8- 157 2L- - (.550 + .57) (CANT + 1.33) + UPRIGHT 22 X 17.5 - 385 .385) (CANT + .5) + .188 (CANT + 4) CATWALK (23.6 + 2.X 17.2) 8 - 464 .275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 + 2.5) - 95 1451# SEE SHEET H3 Mmax ONE UPRIGHT I -K I _ IL M-r-MWio+M � 5-'----1 10' 1 15' 1 20' 1 25' 1 30' I 35' 1 4V 4/ ! 7W OL I 07 1 ' 47 � ! 54 ' � 61 69 I � 76 t 55 ' 62 1 I 69 77 1 1 1 184 I �- 63 .r 70 •. 77 85 92 r :. NOTE: CONNECTION BELOW FOR MIN. FLANGE THICKNESS - IF LESS USE 1/4" GUSSETS Ar.�'r. BEAM UNBRACED 5' 10' IT 15' D. S' 10' L. DEFLECTION INCHES 15' 20' 25' 30' 35' CANT LENGTH W12 X 14 33 -20 - .05 .35 - - - - - M JL / CANT - Pr,I c� DL - P(CANT 2)3 X 1 3(CANT ) 2): M':�P= INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - - W12 X 19 52 28 - - .24 - - - - - W12 X 22 61 40 - - .20 .65 - - - - W12 k 26 89 74 56 - .15 .49 - - - - W12 X 30.103 94 68 - 13 42 - - - - W12 X 35 121 110 104 - 11 .35 - - - - W12 X 40 137 126 126 - .10 .33 1 .75 - - - CONNECTION CENTER MOUNT, FULL FLAG V -BUILD '56S °IO E • FdL si�E M -r - 2 T (23/12) + 2T (27/12) - MT /8.33 - TENSION BOLT BOLT SHEAR = 60 X 8 X 17.5 / 1.33 X 4 - 1.58K/BOLT ' Ft_A.tJbE T+}tGk l�-s�(otl (s°) Pei Ha4cosi2 c'VNN: • D� St � N d. I sC. � oil. -TS E)oLTS (8 ToTdL; -ro?stoN ,4t N. Cal i WIND T -1 B F T B F T B I F T B F T B F T B F 20 3 .1214 3.8125164.712516-5.512516 6.512516 7.31238 30 4 5/16 4.8 5.6 1 6.5 1 5/16 7.4 1 3/8 8.3 40 4.81 5.6 6.5 7.3 3/8 8.2 1 9.1 5(L 5.8 6.6 7.4 1 3/8 8.3 9.2 10.1 7/16 60 6.7 • 7.6 3/8 8.4 -� 13/8 9.2 10 2 7 16 n 5' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT t/1" r�ot:T CAP - 8.67 X 1.33 - 11.56 /BOLT PSF w MMETAL • WELD o1SPECIALTIE JOB TITLE 7 I144T J JOB N0. SHT. I OF CALCULATED BY `- DATE CHECKED BY DATE SCALE ION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 14 X 48 - BACK TO BACK rt �F k t Ppm -HEAD WT CM. .406 F.F. .463 m (INCLUDES TORSION) 171 _ 6" I 4'e %(2zl'ok Pw WIND LOAD (PSF) X HEIGHT Moi. - PoL. (KLF) ( (d- (dI + COLO ) Jz/2 Mb- MwI + Mp` 2 a OI k11ND M"' - Pw (KLF) [ (d - (di + COL/2 Mb- Mwa + MPL d �81 MT (HEIGHT -1-1/2) (Pw X (d-(di+COLA) SO 1"-5-4!1:i 2 2 COMBINDED LOADING My + (Mt )a < 1 0o a M a 6 c -P K+ %4a -N OR 1" EFLECTION DEAD LOAD a o Ler9tr of!F7 CAPMw Mw M Ii �$nBOLT PL FLANGE0 354 469 58 114 97RT1 ��. , r ,,, SEDC - C 0 L.. ol2sl��l 11/16 BOLTS(D MAX 8 9/16 T-(Mot./d;,X 6)+MT/d,X 6 15/16 V-(Mwj /dj /2 X 12)+PwX d/12 2� 8 T-Mw;.(MAX)+MoL/da.X 6 13 16 V-PwaX V/12 BOLTS 3 4 TALL -(55 X 1.33 1.8fv) 4 5/8 (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PLM-TX3X5 --7/8- t REQ - V6M127 X 1.33 X b 7/8 FLANGE -SEE HANGER CONNECTION 13/16 AISC - USE 4 3/4" w1077+• 11/16 ALL CAPACITY WITH 1/3 STRESS INCREASE - *IF FLANGE OR CAP PL THICKNESS 15 16 < REQUIRED - 7 8 USE STIFFER PLATE 13/16 SEE SHEET T-2 JOB TITLE i `/ I i �t�* J METAL p WELD JDB H°• SHT �_' OF CALCULATED BY - �T= DATE SPECIALTIES z CHECKED BY GATE "'d SCALE REFERENCE ORSION 15' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 COI,. O W I K P 14 X 48 - 15 ' V Vt -- PPL– HEAD WT CM. .445K� F.F. .502kLF ca♦� (INCLUDES TORSION) T4(2sION P iA - WIND LOAD (PSF) x i'i �HEIGHT MDL" PDL(') [(d-(dt+ COL)JZ/2Mb- `Mw + Mpg 2 Q1�11ND MW' - P W (�') [ (d- (di COL �) ]�' /2 Mb- Mwy + MpL MT - (HEIGHT -1 1/2) (Pw X (d- (dt +COLS) )- 2 � 2 `0�,t., COMBINDED LOADING Mb + (Mt )� < 1 _ " M bGGP MtGbQ I�FOR 1 DEFLECTION DEAD LO PSF LAR6 I • 1 WIND "d"Mw Mw M M MT o 1�cu BOLT CPL FLANG 20 AP 0 347 38' 49.7 606 113 28825 1 1 4 15 16 dz=2.. 5 292 33 411 504 105 20136 1 1 8 7/8 10 226 28 311 384 91 14495 1 3/4 SlSpDLE To �SI v f�l 15 167 25 225 280 78 — 7/8 11/16 i 20. 117 21 155 194 66 — 3 4 1 3 4 5/8 1103.7 86 18 11013 9 56 — A --32j;;30 0 521 5 497 720 170 28825 11328 1 3 8 15 16 COL,- PMOL-�S 5 438 50 411 600 157 20136 1 1/4 7/8 - 10 339 42 311 1 460 117 iLLOC , , .n 20 176 32 �.. 155 .J-• A. 235 I 11 / i 99 — — 1 1 3/4 11/16 BOLTS 40 3.7 0 129 694 27 76 110 497 170 854 84 5 8 1.5 8 9 16 O1 MAX2 T–(4 DL./d2 X 6)+MT/dl X 6 5 584 66 411 714 226 28825 210 20136 1 (Mwt./dl/2 X 12)+PWX d/12 10 15 452 334 56 50 311 225 549 182 14495 1 1/2 1/4 15/16 7/8 O TaMwz (MAX)+Mpg/d2X..6 20 234 42 155 403 281 156 132 — — 1 1 8 13 16 V-PJlX V/12 BOLTS '3 7 176 36 110 207 112 1 3/4 TALI1-(55 X 1.33 - 1.8�fv) 5 0 0 868 95 497 1000 283 28825 5 8 1 3 4 5 8 (BOLT AREA) 5 730 83 411 838 262 20136 TALL > T AISC TABLE 1.6.3 10 565 70 31 1 645 228 14495 1 3/8 7 8 tAREPL M T X23 5 Q / 7 X b 15 418 293 63,225 53 155 475 331 195 165 — — 1 1 4 7/8 X FLANGE -SEE HANGER CONNECTION 215 45 110 242 1403 1 1/8 13/16 AISC - USE 4 3/4" tall �D-T4 j60 F3. 042 114 497 1154 340 28825876 4 2 11 16 ALL CAPACITY WITH 1/3 100 411 9 31420136*TRESS INCREASE 678 84 311 746 274 14495 1 1/2 *IF FLANGEQUIRED OR CAP PL THICKNESS 15 512 76 225 559 234 — 1 3/8 15 16 20 352 64 155 385 198 — 1 1 4 7 8 USE STIFFER PLATE 23.7'258 54 110 280 1 168 1 3 13/16 1 SEE SHEET T-2 4 3/41 J06 TITLE -_ I MMETAL a WELD JOB NO. s SHT �OF CALCULATED I3Y �C DATE ��C-q SPECIALTIES CHECKED BY DATE nowSCALE REFERENCE ORSION 20' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 J 2 W4 Kp 14 X 48 - 20' V N -- PpL. - HEAD WT CM.=.460 F.F.=.517 dl (INCLUDES TORSION) -' To(tslOt� PW - WIND LOAD (PSF) x 11-40 HEIGHT MvL- PpL(KLF) [(d -(dl+ COL4)]2/2 Mb- MwIZ�+ MDL2 . 2 OkIIND MWI - PW (KLF) f (d-(dI+ COL+) ]2 /2 - Mb- MwZ + Mph 2 c MT - (HEIGHT -1 1/2) • (Pw X (d-(dI+CIL+)) cCOMBI MED LOADING M b + (Mt )2 < 1 `o11bM K., OOR 1" DEFLECTION DEAD LOAD'tPSF LAAR6 I - mom- CAPWIND "d"�r?•. Mw M M M M NETent N4 BOLT PL FLANG° 20 0 338 4R.499 603 112 28230 1 1/4 15/16 -5 286 44 409 499 103 19600 1 1 8 7/8PF L i i6 11 3 4SGippLg 'ro (ZSIp 7/8 11/16 3/4 1 3/4 5/8 12 138 123? 3230 1 3/8 15/16 600 1 1 Z4 -7/8 co L336 1 1 8 13/16 5�2 1 3/4 1 11/16 BOLTS 1 MAX — 5/8 1 5/8 9/16 T-(MpLgd,X 6)+MT/dIX 6 8230 V-(MwI /d.l/2 ,X 12)+P X U/12 Dcnn i *2/M . - .. , /1 1� / 15 324 66 223 393 iuX 154 it"0 — 1 1/4 718 1 T7Mw-z(MAX)+MoL./dIX 6 20 226 56 152 272 130 1 1/8 13/16 V=PW X V/12 BOLTS 3.5 170 48 111 203 112 — 1 3/4 TALLa(55 X 1.33 - 1.8fv) 50 0 846 120 499 982 280 28230 5/8 1 3/4 5/8 (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ e 6M/27 X 1.33 X b 5' 715 110 409 823 258 19600 10 550 98 308 630 225 11336 1 3 8 7/8* 15 20 405 283 83 70 .223 152 462 321 93 163 — — 1 1/4 7/8 FLANGE -SEE HANGER CONNECTION -41 3.5 213 60 111 240 140 1 1/8 13/16 AISC - USE 4 3/4" WIp 4 60 0 L014 144 499 1130 336 28230 3/4 .2 11/16 ALL CAPACITY WITH 1/3 STRESS INCREASE - *IF FLANGE OR CAP PL THICKNESS 858 132 409 950 309 19600 #5 10 660 118 308 728 270 11336 1 1/2 115 486 100 223 535 231 — 15 16 < REQUIRED - ' 1 3/8 7 8 USE STIFFER PLATE 20 339 84 152 3 2 195 — 1 1 4 3.5 255 72 111 278 1 ra — ��. 13 16 ., „ .SEE SHEET T-2 A MMETAL • WELD MSPECIALTIES'-j RFFPRPmflc JOB TITLE �I A 43 5. JOB NO. SHT T' 1 OF 2 CALCULATED BY_ 1'C OATE J / _t- CHECKED BY �� DATE SCALE ION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 ZOwII`ID 14 X 48'- 30' V m P]l,- HEAD WT CM. .507 F.F. .566 C�I (INCLUDES TORSION) - To(LslOtl pj„ I - WIND LOAD (PSF) x d < 11' �� HEIGHT MDV- PDL(KLF) [(d -(dl+ COLO)]2/2 Mb- Mwl2+ M,t2 2 Old IND Mw, - P j,.4 MF) [ (d- (dl + COL4� ] /2 Mb- Mw2 + MDL 2 ci S c M T -. (HEIGHT -1 1/2) (Pw X (d- (dI+COLO ) `0 2 2\\ COMBINDED LOADING M b + (Mt M b us,p M4 -- OR 1" DEFLECTION DEAD LOAD F ,aIt . Moi( CAP o 0 0 0 ND "d" I%Iw Mw ,- M M , N� BOLT PL FLANGE 0 318 71 514 604 108'27320 1 1/4 15 16 5 268 65 425 502 99 19029 1 1/8 7 8 10 204 57 317 377 87 10796 1 3/4 To IV t4 15 148 49 227 276 74 — 7/8 11/16 20 102 40 153 193 61 — 3 4 1 3/4 5 8 22.8 79 36 116 152 54 — 1 2 1 3 8 1/2 'A`3 0 477 107 514 I 701 162-27320 1 3/8 1 CO 5 402 98 425 F585 149 19029 1 1/4 7/8 Sl2 10 306 86 317 441 131 10796 1 1/8 13/16 15 222 74 227 318 111 — 1 3/4 2'0 153 60 153 21.6 92 1 11/16 BOLTS O1 MAX 22.8 119 54 116 170 81 — 5/8 1 5/8 9/1-6 T-(Mph/dZX 6)+M- /dl X 6 0 '636 142 514 818 216 27320 Vm(Mw 1./dl/2.X 12)+PX d/12 5 536 130 425 601 198 19029 1 1/2 15/16 2 W 10 408 114 317 517 174 10796 1 1/4 7/8 T-Mw?(MAX)+Mpl,/dZX 6 15 296 98 227 373 148 — 1 1/8 13/16 V-PWZX V/12 BOLTS 20 204 80 153 255 1221 3 4 TALL -(55 X 1.33 - 1.8fv) 22.8 158 72 116 196 108 — 5/8 1 3 4 11/16 (BOLT AREA) 0 795 177 514 947 270 27230 TALL > T RISC TABLE 1.6.3 5 670 162 425 793 247 19029 CAP PL M -T X 3 X 5 _ 10 510 142,317 600 217 10796 1 3/8 7/8, t REQ - 6M/27 X 1.33 X O 15 370 122 227 434 185 — -Ll/4 4 13 16 FLANGE -SEE HANGER CONNECTION 77 20 255 100 153 293 153 — 1 1/8 3/4 AISC - USE 4 3/4" W ICMi 22:8 197 90 116 229 135 — 3/4 2 11/16 ALL CAPACITY WITH 1/3 E20220 954 213,514 1084 324 27320 1 STRESS INCREASE 804195 425 909 297 19029 *IF FLANGE OR CAP PL THICKNESS .612 171 317 689 261 10796 1 1 2 15 16 < REQUIRED - 444 147 227 499 222 — 1 3 8 7 8 USE STIFFER PLATE 306 120 153 342 184 — 1 1 4 13 16 SEE SHEET T-2 917 108 17A 94A Tr" _ 11 -.. MUMETAL a. WELD IIISPECIALTIES= JOB TITLE C c I�•� = JOB N0. SHT._ OF Q CALCULATED BY_ A C DATE L L CHECKED BYDATE - SCALE REFERENCE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14 X 48 SIGN) Mb (PLATE) - T X 2" REQ - M X 6 27 X 1.33 �L?s 0—! /-���. G�.l� `v►,.,S�7 CENTER M011 UNT �= I O1�1 C 3i S71 P = h (�- 4 (PLATE) - T X 4.5/6 4 /W - 11-K/INCH t REQM X 6 F27 X' 1.33 LULL FLAG TEN MIN 45- SLOPE coL. 0 ° �G•�C'I � �h�.0 CAP ° STIFFNER CAP BOLT TEN. PLATE STIFFNER ND 38 1 2 S 44 sq- THK WELD THK WELD 20 loic 9k 1/2 3/8 1/2X8 1/4" 30 14 13 5/8. 3/8, 1/2X8 1/4" •40 17 153/4 3/8_ 1/2X8 1/4" 50 20 19 7/8 3/8 1/2X8 1/4" 60-' 24 2247/8 3 8 1 2X8 1/4n 4 (PLATE) - T X 4.5/6 4 /W - 11-K/INCH t REQM X 6 F27 X' 1.33 LULL FLAG TEN MIN 45- SLOPE coL. 0 ° �G•�C'I � �h�.0 CAP ° STIFFNER MMETAL a WELD SPECIALTIESz REFERENCE FLANGE STIFFNER MAX. MIN. BOLT FLANGE TENSION THICK STIFF. WELD 26 5/8 10 1 2 1/4- 4„31.5 31.5 11 16 37 3 4 43.5 13/16 50 7 8 5/16 58 15/16 5/16 66 1 3/8 30 5/8 10 X 1/2 1/4" 40 11/16 50 3/4E= 60 t 13/16 - 70 7/8 12 X 1/2 5/16 80 15/16 5/16 90 1 3/8 14 1/2 8 X 1 4 11411 •18 9/16 22 5/8 26 3/4 30 7/g JOB TITLE FS JOB NO. SHT. CALCULATED BY L DATE CHECKED BY DATE SCALE goLl 105n 61f1. 91 MMETAL • WELD "ISPECIALTIES' ncrcnc��c COLUMN 5' - 50' 14 X 48 BACK TO BACK JOB TITLE G 1 K -j elA o ` JOB NO. SHT. L OF t CALCULATED BY DATE CHECKED BY _ DATE SCALE Pwl - W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 , Pw2 e V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb `- MMwwl'+ -MD&OR Mw2 + MDL " (GREATER NUMBER) D= o �To�s!orl F111.1• ©j�lRc> Mt - Mwl - SHT T-1 Mb + (Mt ) < 1 r - LA& Mb CAP Mt CAP W. AIXAL LOAD - NEGLECTED HAGL a HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION IND 20 HAGL 5 d 0 Mwl 2311 Mw2 0 MDL 469 Mb 523 DL DEFL Mt I4 3541 343 ; WIND 40 HAGL 30 d 0 Mwl 1303 Mw2.MDL 0 -46911385 Mb Mt 708 DL DEFL I4 10 0 315 0 469 565 354 1374 ! 35 0 1471 0 *469 1544 708 15 0 399 0 469 616 354 3091 40 0 11639 0 469 1705 708 20 0 483 0 469 673 354 5494 45 0 1807 0 469 1867 708 25 0 5671 0 469 736 354 8585 50 0 1975 0 469 2030 708 34340 30 0 651 0 469 802 354. 12362 50 5 0 578 0 469 744 885 343 35 0 735 0 469F1018354 16827 1 10 0 788 0 469 917 885 I 40 0 819 0 469 21978 15 0 998 0. 469 1103 885 45 0 903 0 469 27816 I 20 0 ' 1208 0 469 1296 885 50 5 0 0 987 347 0 0 469 469 34340 343 25 30 0 0 1418 1628 0 0 469 469 1494 1694 88530 885 10 0 473 0 469 35 0 1838 0 469 1897 88515 0 599 0 469 40 0 2048 0 469 2101 885 -' 20 0 725 0 469 863 531 45 0 2258 0 469 2306 885 34340 25 0 851 0 469 972 531 Lu 50 0 2469 0 469 2513 885 343 30 0 9771 0 469 1084 531 60 1 5 0 694 0 469 838 1062 35 0 1103 0 469 1199 531 i 10 0 946 0 469. 1056 1062 1 40 0 1229 0 469 1315 531 15 0 1198 0 4691287 1062 40 45 50 5 0 0 0 1355 1481 4631 0 0 0 469 469 469 1434 531 1553 531 ..659 708 34340 343 ! 20 25 30 0 0 0 1450 1702 1954 0 0 0 469 469 469.2009 1524 1765 1062 1062 1062 10 0 630 0 469 785 708 35 0 2206 0 469.2255 1062 15 0 799 0 469 926 708 40 0 2458 0 469 2502 1062 ' 20 25 0 0 967 1135 0 0 1469112281708 469 1075 708 w1 45 50 0 0 2710 2962 0 0 469 469 2750 2999 1062 1062 34340 MMETAL • WELD IIISPECIALTIESCOLUMN 55= JOB TITLE C l4 4g r� n i r JOB NO.------ SHT. C2 OF�- CALCULATED BY DATE 3 !2! G / Cf- CHECKED BY�•�- DATE ��- SCALE 0 HAGL 14 X 48 BACK TO BACK Pwl - W X WIND X HEIGHT 17'-6" Pw2 " V X WIND X HEIGHT •17'-6" Mwl - Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl - Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 HA/�-, MDL - Pdl X TORSION LENGTH/2 @WIN>(AT GROUND LEVEL) -Mwl?+ MDL? OR Mw2 +MDLTORSION (GREATER NUMBER) M%(I ��Mt- Mw1 - SHT Mb + (Mt ) ?< 1 HALL - HEIGHT ABOVE GROUND AIXAL LOAD - NEGLECTEDC� Mt CAP LEVEL - I4 FOR 1" DEFLECTION DL DEFT; 0 MMETAL • WELD oISPECIALTIES= ntrtntMlt: COLUMN 5' - SO' HAGL 14 X 48 20' V JOB TITLE O v /4 4 JOB NO. SSHT.OF=�l CALCULATED BY _a�iL DATE � CHECKED BY DATE SCALE Pwl - W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEE) 2 Pw2 - V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) OWiN� Mb — Mwl?*'MDL�OR Mw2 + MDL. �— (GREATER NUMBER) r FULL ff y�l r(D Mt - Mwl - SHT T-1 Mb + (Mt )2< 1 L Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL - HEIGHT ABOVE GROUND LEVEL 14 FOR 1" DEFLECTION DL DEFL' D DEFL WIND HAGL d Mwl Mw2 MDL Mb Mt I4 WIND HAGL d Mwl Mw2 MDL Mb Mt 1 I4 20 5 0 231 96,499 595 338 365 40 1 30 0 1303 54'2 99 1395 676 10 315 131 630 1461 35 1471 612 1502 15 399 166 665 3288 40 1639 682 1713 20 483 201 700 5846 J. 45 1807 75 1875 25 .5671236 755 9134 50 197.5 79.8 2037 36537 30 6511271 --- 820 13153 50 5 578 24 764 846 365 35 735 306 888 17903 r 10788 32 933 40 819 341 959 23384 15 998 415 1116 45 903 376 1032 29595 20 1208 503 1307 50 9187 399 11061 36537 25 1418 590 1503 30 5 347 144 643 507 365 30 11628 678 1703 10 473 187 696 35 1838 76 1905 15 599 249 780 a 40 2048 853 12108 20 725 302-_880 45. 2258 94C 12312 25 851 354 987 50 2469 998 2519 36537 30 977 407 1097 60 5 694 288 • 855 1014 365 35 103 459 1211 10 94'6 39 1070 40 229 512 1326 15 119W1_2 98 45 355 564 1444 20 14533 50 481 599 1563 36537 25 17074' 40 5 463 192 691 676 365 30 19517 10 630 262 804 35 22062 15 799 332 942 40 2458 20 967 402 1088 45 5625135 472 1240 4 36537 MMETAL • WELD wSPECIALTIEN CccceC\II+r COLUMN 55 -.100,' HAGL 14 X 48 20' V JOB TITLE JOB N0. SHT. / Of CALCULATED BY -:7�6 DATE CHECKED BY DATE ------- SCALE Pwl- W X WIND X HEIGHT Mwl - Pwl X (RAGE +HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 - V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) •17'-6" (AT GROUND LEVEL) 2 GOL. MDL - PdlX TORSION LENGTH/2 (AT GROUND LEVEL) Mb - MwMDL20R Mw2 + MDL (GREATER NUMBER) [)=O ORSION: u, �p Mt - Mwl - SHT T-1 Mb + W, Mb CAP Mt CAP HAGL - HEIGHT ABOVE -GROUND LOADNEGLECTED LEVEL _. T/i FOR T " nvv-r anTT i JOB TITLE - METAL o WELD JOB HO. SHT.�/ OF CALCULATED BY �..�,� DATE mmmoSPECIALTIES6 ? CHECKED BY DATE SCALE REFERENCE COLUMN 5' - 50' HAGL 14 X 48 30' V Pw1 - W X WIND X HEIGHT Mwl - Pwl X (RAGE + EIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 = V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 COL, MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) @WIN> Mb - Mwl?+ MDL? OR Mw2 + MDL D'To �S iO ( GREATER NUMBER) Fl1LI. Oj y INC> Mt - Mwl - SHT T-1 Mb + (M_t f< 1 L Mb CAP Mt CAP HALL - AIXAL LOAD - NEGLECTED HEIGHT ABOVE GROUND LEVEL I4 'FOR l " nPrT Vlr"rnv JOB TITLE _300443,50 MMETAL a WELD JOB HO. `SH¢T.. �/ � Of CALCULATED BY �-+�.����� DATE SPECIALTIESz CHECKED BY�� DATE oon' SCALE REFERENCE COLUMN 551 HACT, 14 Y 4A 101 Pwl - W X WIND'X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND -LEVEL) 2 Pw2 — V X WIND X HEIGHT Mwl — Pw2. X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL - Pill X TORSION LENGTH/2 O WAN D (AT GROUND LEVEL) Mb /Mwl�+ MDL?OR Mw2 + MDL 0C) O �ToploN �/ (GREATER NUMBER) FULL � �°J,�(�(�(p Mt - Mwl - SHT T-1 Mb + (Mt )2< 1 F� O Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HALL - HEIGHT ABOVE GROUND LEVEL ^I4 FOR 1" DEFLECTION IND HAGL d Mwl Mw2. DL Mb DL DEFL t I4 WIND HAGL d Mwl Mw2Mb DL DEFL Mt I4 20 55 60 0 1071 66 514 118 318 45538 40 80 0 298 1863 514 3027 636 65 1155 722 1265 54195 85 3151 1968 3193 70 1239 774. 3603 90' - 331%2073 3359 75 1323 82 3765 95 348 2178. 3525 80 1407 87 V149846.79 100 365 2646 3691 15054 85 1491 1575 93 98 6346 50 55 267 ��16 3 2727 795 4553 90 1659 1037_1737 8765 121937 1 60 .65 288 1805 2933 At 95 1743 1089 1817_135863 70 309d 3300 19351 2067 3140 3348 30 100 1827 1323_1898 150540 75 351d 2198 3555 55 1607 1004 1687 477 45538 80 372d 23303763 60 1733 1083 180 85 3939 2460 3971 65 185911161_ 1929 9 414 2592 4180 70 1985 124 95 435 2723 4386 75 80 2111 1319 100 456 3308 4591 5054 85 2237 2363 1398 1476 J229 60 55 321 200 3255 95 4553 90 2489 1556 60 346 2165 3504 95 --2615'1634 2665 65 371 2322 3753 100 2741 985 2789 150540 70 75 397 422 2480 2637 4003 1253 40 55 2143 1338 220 636 45538 80 447 2785 1503 60 2311 1443 236 85 472 2952 4754 65 2479 1548 253 90 497 3110 5006 70 2647 1653 2696 95 523 3267 5255 75 2815 1758 286 100 548 3969 15506F 15054 LIMM Ur' (:AISSON •# �ft 300 400 # 200 # 300 # 400 # JOB TITLE J✓ /RF 4 METAL � WELD SPECIALTIESz/ )" 20'-0" 17'-0" 23'-0" 18'-0" 15'-0" .JOB N0. SHT.'` CALCULATED BY �� DATE �/ G CHECKED BY DATE )" 21'-0" 17'-6" 24'=0" 19'-0" 16'-0" 35.2 )" 22'-0" 18'-6" 25'-0" 19-'-6" 16'-6" SCALE REFERENCE 41.3 i". 23'-0" 19'-6" 26'-6" 21"-0" 17'-6" 44.6 ROUND FOOTINGS FOR 14 X 48 FF 30'-V AT 30# WIND 52.9 FORIfiJLA: d - A (1 +1 1 +7 4.73 h) 2 A LATERAL SOIL: Pall - 200 PSF/FT BEARING WHERE A - 2.34 P S1 -b (CLAY, SANDY CLAY) P- 25.2 b- (SEE BELOW) h- H.A.G.L. + 17.5 (PER UBC TABLE) Pall - 300 �g -1-A. -Pall - 400 Pall - 800 PSF/FT PSF/FT PSF/FT (SAND, SILTY SAND) (SANDY GRAVEL) - (SEDIMMARY.ROCK) S1 - Pall( ) 1 `2 3STRESS INCR. d - 4' MAX•FOR•COMMING S1 3 LIMM Ur' (:AISSON •# �ft 300 400 # 200 # 300 # 400 # h )" 19'-6" 16'-6" 22'-6" 17'-6'1-14'-6"290 )" 20'-0" 17'-0" 23'-0" 18'-0" 15'-0" 31.5 )" 21'-0" 17'-6" 24'=0" 19'-0" 16'-0" 35.2 )" 22'-0" 18'-6" 25'-0" 19-'-6" 16'-6" 39,4 i" 22'-6" 19'-0" 25'-6" 20'-0'I 17'-0" 41.3 i". 23'-0" 19'-6" 26'-6" 21"-0" 17'-6" 44.6 >" 24'-0" 20'-0" 2 '-0" 21'-6" 18'-0" i" 48.3 24'-6" 21'-0" 28'-0" 22'-0" 19'-0" i" 52.9 25'-6" 21'-6" 29'-0" 23•'-0" 19'-6" r" 57.5 26'-6" 22'-6" 30'-0" 6" 20'-0" 62.2 ,,1 27; =0° 23; -0„ 31; =0�" 24; 6 21 66.9 =0,1 28'-0" 24'-0' 32'-0" 25'-0" 21 6 " 71.7 9'-0" 24'-6" 33'-0" 26'-0" 22'-0" 76.5 it, 29'-6" 25'-0" 33'-6" 26'-6K 22'-6" " 81.3 30'-6" 26'-0" 34'4" 27'-6" 23'.-6" " 86.2 31'-0" 26'-6" 35:-6" 28'-0" 24'-0" " 91.1 31'-6" 27'-.0" 36 -0" 28'-6" 24'-6" " 96.0 32'-6" 27'-6" 37'-0" 29'-6" 25'-0" 100.9 " 33'-0" 28'-0" 37'-6" 30'-0" 25'-6" 34'-0" 29'-0" 38'-6" 30'-6" 26'-0" :h05.8 10.7 MMETALm ' WELD IIISPECIATIES= Jos MLE JCB N0. SNT.or CALCULATED BY DATE i 23 O CHECXED Irr � DATE a3 O SCALF _- cA��C— _ sotc.. t� A -U-- VV '76 4-U< FO Q rl oo tc-- ? ETA U 3G f=0 4.1�-4 CJ L A. . L � . Fc r.1 tj d id, n SrE Pq o I a r -o oTl N C9- 1=02. 1zo v� Foo -c k/Z.— Pt,-LA-t:� D ,ago X� l t --t Gti.r-i LC N -r-0 2. 3 G &Nn) -P tl� c.a.,--�n Col L- Il1Z,_ C:7 -A7 --)La 16= (-A U sGJ GLAY, G'C-A"J rte-+ Z Tr'lT� I+A e L k� k] h �ooT) ALT,- D (l�.c s c^o n! s Cft� L�+�JG-Tl� wn zm?i- ( pEpT74. S- I /(06� -6 S -o" 1 I P's q'-o s -o" '-0 I 1-d 1Sd- '02 12 -0 35-0 A l l � , 47,T -la 4o O 3 t S I S2,1� 5- 40 14-34- r6. S-0-0, 15-T-1 a 1, 55-0 l ' 1 66-o' 1-)2-6 I ?'° _0 6 S -o lis°► ,o. - ------- N Q is- too-605- 2�¢► MMETAL WELD ESPECIALTIES-'j e�M • (�" �- I ... fr k� Joe MLE h ' ' Joe rw sHr. of c+u:lutEo er SL GATE l ?J3 O (24ECK,Dor 7�C� scup DATE 1 23 0 p✓�°st✓ Foo7'th[�. a�stc - _ �o ps.F���- sCc_ Fo o rI A1 c- U 3- B eH=77+ Or- ROTI I.4C_ Z_ 1-t- ! + 4 ,4 s 2.3 4- P' Six b 1, b = Dl41-t,6 r =Z OF: � l F --t GN -i LC N -r-O 2 GJ a G A,< Z 0 wO-4- r3 Lc�- tot L, r -o r.� ccs , �-M-� Y �r� r'•a-t.�.- ,r�Tt L I ... fr k� [ k� h CTt� (��lG►T4i t.,17 �T�y}�4- I � EpT/T�.} . ^ w pro --o i 11� 5 44b r�yrJ�7f 9; too t �.� rTO Qg� V 57 �-o . SS'.2 34 q -o' 1. 45-D 1 d- T7,T'O�Io' _0 se - G2 , 22 g _ 55 Gd -o' N MMETAL • WELD "ISPECIALTIES' JOB ME � (moi WA G 17 I ?' . JOB N0. SHf. M- I OF CALM)LATED VY S DATE CHECKED By" DATE " SCALE ' „REFERENCE i ''M.orr c-A4p/-%--•0,1 �t cE S 'For•- PI Pr -s 5= ZT(D,4-DZ WHERE DI - 0.0. z 'SD ; "F6 z .72 F� (1 F 01r.e. 33 00/ I) H • i 30 G?. -r Jr- 1300/, t%r > 33o0,/.. 35 �. .2585 i �STRESg I•uGRENSE) ;,M6 ' CAP - S X X 1.33 534.8 45.4. 79.5.r .FY " • �' F �1 IF %T 6575 cR 9 q 1 0.281 7-3800 tt boo i p/T > Fy = Tff E l�1 R G ER, o�)-.-.� ----or 1 F J /D �p/ r� /g D�1'�3/2 \ I 6575 49 4 Fy'��S ��D��s �i/1D Lz/� ' �21� INCREASE) 20.2 iMtGAP X 1.33•,,�-CSTM55 • /2)12 ,- 14.0 •' DIA WALL Fys I Fb Mb CAP Fv Mt • CAP L max WT/FT . :in in ksi_ 9n3 in4 ksi ft •k is -ft k ft. #/ft• 30 0.250 35 172.3 .2585 19.5 372.8 14.0 534.8 45.4. 79.5.r ,30 0.281 35 193.1 2897 20.2 432.4 14.0 539.3 60.7 89•..3'•:;. 30 0.312 35 213.8 3206 20.9 494'.8• • 14.0. .603.3 78.9 99.0 30 0.344 35 234.9 3524 25.2 656.1. 14.0 729.0 UNLTD 109.1' 30 0.375 35 255.3 3829 25.2 713.0 14.0 72.3 UNLTD 118.8) 30 0.406 35 275.5 4133 25.2 769.6 14.0 85.1 UNLTD 128.5 '•30 0.438 35 296.3 4445 25.2 827.6 14.0' '9.9.5 UNLTD 138'.4' •30 0.469 35 316..3 4744 25.2 883.4 14.0 981.6 UNLTD 148.1 30 0.500 35 336.1 5042 25.2 938.9 '14.0 •1043.2 UNLTD _ 157.7 30 0.562 35 375.5 5632 25.2 1048.7 14.0 1165.2 UNLTD 176.9- -•30 0.625 35 414.9 6224 25.2 1158.9 14.0 1207.7 UNLTD 196.3_ 30 0.656 35 434.2 6512 25.2 1212.6 14.0 1347.3 UNLTD 205,.8.•: 30 0.688 35 45-1.9 6808 25.2 1267.7 14.0 1408.5 UNLTD 215.6• 30 0.750 .35 491.7 7375 25.2 1373.3 14.0 15;5.9 UNLTD 23.4'.6 30 0.875 35 566.5 8497 25.2 1582.1 14.0 1757.9 UNLTD 272.5. 30. 1.000 35 639.3 9589 25.2 1785.5 .14.0 1903.8. UNLTD 310.1 • Jou rTLE P l P3• GMP ,Q -GIT 1 EG METAL JOB NO..�_- SHT. M OF E L D CALCULATED UY sI-, s DATE ' SPECIALTIES' CHECKED DY��� DATE SCALE - Fitt'tJitNlit r� 'KOK 64 cti•cIa-Iss 'For•, 'Pt lis . s= lr(U,4-Uz) WHERE D, z Lo 3Z Di Dz= !• 0. :S= 'So ' Z I = .7Z : F� (I F o/r .4: 33 00/FI) F b= GG? -,r+. + �I, 13000> Cyr > 3300'/F (; STRE55 U•ICREASE) 4Mb i AP = 5 x Fb x ,Fv oa 9 a `/o57yr F =/s Fv = (71i> LARGER. -or-) aR • I.I boo'' (Ir- 0/7 >, 6575 MtCAP ' F�y (ZI) X �-CSTRe55 1ACREASE) 2) 12 ;DIA WALL Fy S I • . Fb Mb CAP Fv in in ks i in in4 ks i ft k ks i !36' 36 0.250 35 249..1 448.6' • 18.6' 513.7' 14.0 154.5 0.281 35 279.4 5029 19.2 593.5 14.0 36• .0.312 35 389.9 5569 19.7.. 676.9. 14.0 ;36 0.344 35 340.1: 6124 "0.3' 766.5 14.0 !36- 16' •'0.375 35 ' 369.5 6659 20.9 10 b -6.5 .14.0' "36• 0.406 35 399'.°•• 7191 25.2 14.0 0.438 35 429.5 7737. 25.2 .1115.8 1200.5 '14.0 .36• . 0.46.9 35. 459..2' 8263 25.2 1282.•1 14.8 36 0.580 35 488'.1 8786. 25.2 1363.3, 14.0 :36, X36. 0.562 0.625 35 35 545`.£ 603.E• 9825 25.2 1524.4 14.0 36 10868 25.2 1686,.4 14.0 0.65.6 35 632-.1 11378 25.2 1765.5 14.0 0.688 35 661.2 11901 25.2 1846.6 14.0 ..36 36 .0.750 35 717.0 12906 23.2 2082.6 14.0 136: ' 0.875 35 827.8 14900 25.2 2312.0 14.0 1.00035 936.2 _16851 25.2 2614.7. 14.0 Mt•CAP L max' WT/FT ft k ft #/ft 773.4 , •34.5 95.6 867.1 46.2 107.3 960..2 60.0 ..Y19.1 10_5.9 76.6 131.1 1148.0 95.1 142.8 1239..7 UNLTD 154.5 133.3.9 UNLTD 166.5 142..4.6 UNLTD 178.2 1514.8 UNLTD 189.8 1693.8 UNLTD 212.9- 12.9-1873.8' 1873.8, UNLTD 236.4. 1961.6 ._ UNLTD 247.9 205.1.8 • UNLTD 259.8, ' 2225.1 UNLTD 282.7 25f8.9 _UNLTD 328.6 29_�5 .2 UNLTD 374.2 MuMETAL • WELD MSPECIALTIES-'j REFERENCE 1"L 0t-1 G I 't' I'6 S 'FO f -. 'P I P'Ir s • 1 1• CALCULATED QY DATE CHECKED DYI DATE SCALE 3Z D, 176- .72 Fj PF °/r.. 33oo/F ) 13.00�> `�• F� r > 3300'/'� D (STRES", III GREASE) M6 CAP - S x Fb x 1.33• Az .FY = - q- F y' (IF %T <0575 9 4 OR ; 1 :,FY = �1-RE LARGER or-) 23800 OR 1t boo. /�� p/r- i 6575 q9 4' l I !D �p/i� /4 5/r)3/2 ` d MtCAP' (2I) � CSTFtt:sS 111Gf{EASE) X IDIA WALL Fy ;; I Fb Mb CAP Fv Mt CAP L max WT/FT fin in ksi i;13 in4 ksi ft' k ksi ft k ft #/ft' r 140 •0.312 35 38:3.0 7660 19.2 813.5, 14.0- 118E.5 51.3 132.4 �40 0.344 35 421.3 8425 19.7 919.5• 14.0 1307.3 65.4. 145.9• 40 0.375 35 45,3.2 9163 20.2 1026.0 14.0 1421.8 81.2 158.9 . 140 :40 0.406 •35 49.1.9 9897 20.7 1136.4 14.0 1535.7 99.0 171.9 0.438 35 531.6 10652 25.2 1487.5 i4.0 1652.8 UNLTD 185:3 :40 !40 9.469 35 56:3.0 11379 25.2 1589.1 x.4.0 176.7 UNLTD 198.2' 0.500 35 605.1 12103 25.2 1690.2 14.0 1878.0 UNLTD . 211.2 ' 40 0.562 35 67.7.0 13540 25.2 1890.9 1.4.0 210T.0 UNLTD 237.0 40. 0.625 35 749.3 14987 25.2 2092.9 1.4.0• 2325.5 UNLTD 263.1.' 40 0.688 .35 821.0 16419 25.2 2293.0 1.4.0 2547.7 'UNLTD 289.2 .40 0.750 35 89,13.8 17816 25.2 2.487.9 14.0 2764.4 UNLTD 314.7 40 0.875 35 102:x.5 20590 25.2 2875.3 ] 4.0 3194.8 UNLTD 366.0 40 1.000 35 116!3.5 23310 25.2 3255.2 14.0 361q.9 -UNLTD 417.0• . MMETAL-wWELD MSPECIALTIES' ' � :. Boa r+o. _, sHr. M - I �o� s� ��. CALCULATED or - - DATI DATE CHECXEO By DATE SCALE' - REFERENCE M. O1 -t EAR, r -o TZ •P t Pr --a -► C"o L L)1-', G•1 rCD,4 DZ) WHERE D, o.o, .3Z D ZZ sc) - .7Z :F� ( IF %- <5 3001F�) . r. p • 6627 t_�,F� (ir 13OG�> •D� 33001F • ` (STAESS IM CAP=' S x IMCNEASE) '.FY c P, �71+E LARGER or•)23800 oto tt.bool _ (If. n /7 i 6575 q9 4 r: L NO��.. �l-r-)3�Z ` Ftd 4�S �/D��.r h1UD � (2S) INCREASE) X I.33.%-(sT0.Ess i DIA WALL Fy s I Eb Mb CAP Fv Mt CAP L max MT/ET .` t' :in in ksi. in3• in4 ksi ft k ksi ft k' ft/ft j: r .42 0.250 '35 340.2 7145 17.9 676.5 :L4.0 1055.8 27.4 111.6 •�, • 42 0.312 35 422.7' 8877 18.9 886.3 :14.0 1311.8 47.6 139.1 42 465.0-9765 •,19.4 14.0 144:1.1 60.8 153.2) 42 0.37.5 .35 ' 505.8 10622 _1001.0 19.9 1116.2 � '4 14.0 1560.6 75 :4-' 166.9 a 42 5.406 35 546.4 11474 .20 1235,3 L4.0 1695.6 92.0 180'.6 ;42 ,0.438'' 35 588.1 12350 20.9 1362.5 L4.0 1825.1 111.2 194.6 x;42 35 13195 25.2 1754.9 L4.0 1949.9 UNLTD 208.3.. _9.469 _628.3 2 0.500 35 668.E ' 14036 25.2 1866.8 L4.0 207-1.2 UNLTD 221.:9 42 0.562 35 747.9 15706 25.2 2088.9 L4.0 2321.0 UNLTD 249'.0.:.' . .42. 0.625 35 828.0. 17388 25.2 2312.6 14.0 25fi9.6 UNLTD 276.5 42 0.688 35 907.4 19054 25.2 2534.2: 14.0 2815.8 UNLTD. 303.9. 42 9.750 •35. 984.7 20679 25.2 2750.4 14.0 .3055.9 UNLTD 330.8 i42 0.875 35 1138.6 23910 25.2 3180.0 .14.0 3533.4 UNLTD 384.•7 .42 1.000 35 1289,.6 27081 25.2 3601.8 14.0 4002.0 UNLTD 438.4 D NOTES RESIDENTIAL. D040-400-075 -- � - 03 PERMIT N0. _N, EARL 927 3 - Con- ENTLER AVE, CHICO / COMMERCC A��DOOR SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER OFFICE/ C/O/P�-Y�j� Address GAS Meter By Date ELECT I(�c .i � Meter By Date / JOB FINALED (Date Signature CHECKED BY J=OK 0 = Not OK Not = NotReadyable . MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 10. Roof; Shthg-Roofing 1. Zoning Requirements -Setbacks -Easements Ext.; Steps -Doors -Landings 2. Soils; Special MH Support Sketch Braced Wall Panels 3. Sewer; Location -Test -Fall -C/0 -Concrete 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Card B-1 Date - Card B-1 6. Gas; Location -Test -Wrap;-/ /" L'ft. P Nat. or/ /" L "ft./ P LPG 1. 7. Well Clearance & Disconnect 2. 8. Utility Clearance 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 8. 1. Zoning Requirements -Setbacks -Easements 9. Health Department Approval 2. Footings; Size -Spacing -Marriage Line 11. 3. Gas; MH Test -Demand -Valve -Connector 12. 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water;.MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date • 'Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water -and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date - Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 1.5 Volts-GFI 6. Elect; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . _ . Not Ready _ L RESIDENTIAL (Single & Duplex) Date FRAMING (Continued). 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht.'& Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings . 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom=Rise-Run-Landing-Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Date 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Date 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 87. Water Well, Disconnect, Electrical, Plumbing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Date 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or AI Date 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes O No Date 32. Service -Riser Conductors & Ground Main Disconnect Comments at Final: 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector' Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing 62. Insulation -Walls -Ceilings 1 63. Infiltration -Walls -Windows Date Card B-1 ' Date I Card B-1 Date Card B-1 Date I Card B-1 Date - FINAL (Plans) OK except #'s i 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting I 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails I I i 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext., 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter i 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper t 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps ; I 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth i Clearance Looked under Floorl O Yes j 83. Following Instld./Drive O Yes O No/Walks O Yes O No/Planters 0 Yes O No, 84. Stucco Brown -Finish 1 ^I 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House j \ 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas=Electric 93. Water & Sewer Connected -C/0 to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted I 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE MIT NO. (Rev.12/96) APPLICATION AND PERMIT ASSF W-AijC0.L�I(U�(U� u—l75 (�// ZONING � BUILD G PERMIT OWNER DUNN EARL & BARBARA 342-357 TELEPHONE SQ. FT, OCC. BUILDING VALUATION OWNER'S MAIUNG ADDRESS 660 MANZANITA CT SUITE 3 CHICO CA- 95926 7 CONTRACTOR'S NAME STOTT OUTDOOR ADVERTISING 342 I TELEPHONE 3235 CONTRACTORS MAIUNG ADDRESS PO BOX 7209 CHICO CA 95927 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 32 000.00 ARCHITECT OR ENGINEER UCENSE NO. Filing Fee $ 20.00 Permit Fee $ 297.50 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ 193.37 BUILDING ADDRESS ENTLER AVE CHICO CA Energy Plan Checking Fee $ $ PERMIT FEE $ 510.87 LOT NO. SUSDIVISIOIrrE PARCEL MAP PLUMBING PERMIT Fling Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap. 7.00 Solar or he!!um water heater 23.00 Water piping, 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe work: COMMERCIAL SIGN Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fee 20.00 OR ESSFling 800VLE Main Service 200A OR SS 23.0 3.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencingwith Section 7000 of Division 3 of the Business Professions Code, ) ness anons and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION 1 herebyaffirm under penalty of perjury that I am exempt from the Contractors License P hY P 1 rY P Law for the following reason: as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. 6 ACC. SLDS. s0 3.5¢FT: NEW CONST. MULTI -O T NON-RESID. UTLErS @7.50 OWER APPARATUS d SINGLE OUTLET CIR. Ex. OCCu OUTLET OR FORURES g20 @ 1.00 Ex. Occup. FIXED APPLNS. OR O.RESID. R 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $43.00 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 5T/¢'/ZF 6] Policy Number /15_&02_'9C0 — 0 3 (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the or rs' compensation provisions of section 3700 of the Labor Code, I shall f ith comply with those provisions. X Date nL (O Q Sig a_ o Applicant - wner ❑ Contractor ❑ Agent An OSRAIAArmit is required for excavations Per 60" deep and demolition o nstruction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST.. OTAL FEE $553. 87 HAIMP O C F AR PD IS This permit is hereby issued under of the Butte County Code and/or indicat a for which fees have ERMIT PIRES ON the applicable provisions Resolutions to do work been paid. Date " pate Receipt No.• WHITE•D.D.S.- CANARY•A SESSO PINK -IN ECTO G DENRO -AP I A COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 P (Rev.12/96) _(91— (91'wSAL o .50 SAL APPLICATION AND r 111V11 I 5.00 ASSESSOR PARCEL NUMBER O� Mobile Home Facilities 20.00 ,ZONING 23.00 BUILDINGPERMIT OWNER r� rLkv ca TELEPHONE 81,a- s `? F' SQ FT OCC. BUILDING VALUATION ' OWNERS ADDRESS� r e TELEPHONE co=449PRESS /` v CONSTRUCTION LENDER Fire lAne LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ' ARCHITECT OR ENGINEERS MAILING ADDRESS BULLRING ADDRESS • I LOT NO. I SUBDIVISIONS NAME USE!OFSTRUCTURE )tSF C3 Duplex ❑ Mobileh m, Other TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utirrties ❑ Installation ❑ Other ❑ SR)k Ib &y I T P �� 23 37 �a �0 ISSk Nkm X Date Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 50" deep and demolition or construction of structures over 3 stories in height. ReceiptNo. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT Total Valuation $ Filin Fee $ Permit Fee $ Energy Plan Checking Fee $ PERMIT FEE S PLUMBING PERMIT Each Trap Solar or heat pump water heater Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home I S I G I W PERMIT FEE $ ELECTRICAL PERMIT M600v OR LESS Main Service 20.OR LESS Main Service 200A TO 1000A NEW CONST. DWEII G OCCUP. OR ADDNS. A AM nlns iling Fee 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 23.00 46.00 o 3.50pr 20.00 50 20.00 20.00 Ex. Occup. OUTLET OR FIXTURES _(91— (91'wSAL o .50 SAL Ex. Occup. MO LN °" 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirinq 23.00 PERMIT FEE $ C" MECHANICAL PERMIT Fling Fee 20.00 Heating 1 Hood 1 1 6.501 1 PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ I D. FEES IMP 1. FLOOD I CDF I PARCEL I PD I HD I 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 Date PERMIT EXPIRES ON COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE,.CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER - T)) bi PROPROSED BUILDING USE (° • (� Sr 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ A.P. # ' J — DATE g` 10 RECEIPT # DATE REC. / 2. SCHOOL DISTRICT FEES (paid at School District Office) (form available after Plan Check) _ 3. SHERIFF FEES (paid at Building Division) Residential............ X $360.00 =$ _ Units Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Ftg. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER At time of permit may be changed c APPLICANT I was advised the above fees are required to be paid prior to issuance of the permit. These fees Ln checking process. / l DATE 'VAd l V 3 Pursuant to GovemrNqt Code Sect on 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the da val of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) �.�..w,. .... „� : - � -�. S 7:. .: .. .. ,, ...,�. �, ... ., y.r:; . r ,�.s"4'"•. r y e�snxr�rTs�a�'a-r� COUNTY OF BUTTE -DEPARTMENT OF'DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Orovilie, CA 959652 ,hone Fax (530)538-2140 h PERMIT APPLICATibN DATA SHEET OWNS : ( . (,Vi Y7J f �I (f_ J �� �'1 <L'j(n ASSESSOR PARCEL NUMBER L -��D Proposed Building Use/(- a-) mPE 6(*7 L Sir -'/t7 Counter Technician: Date: 169 _63 Items required in order to apply for a permit. All bo es MUST be checked OR marked NA in order to apply. 1. Site 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. 1 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. gineered truss details and layouts in duplicate. No faxes! ergy compliance design and supporting documentation in, duplicate/ -'7 ti n 6. Manufactured homes: (A) Data sheets and installat o�'nilw'st (B) Marriage hn Info, (C) Floor Plan, (D) Tie down or fnd p/.1 0iH'n du licate. 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triate. Al of these must be stamped and wet -signed by the engineer. r „ Items required for initial plan review. If checked items have not been reqeived, plan review cannot proceed. The permit will be indexed and returned to the plan -review line-up when required items are received., ❑ ,8. Flood Elevation Certificate, wet -stamped and signed, in duplicate.. ❑ 9. Site plan and business license approval from the City of Biggs...... ❑ 10. Letter of intent for non-residential buildings ............................... ❑ N. Detached Accessory Building Form filled out by the owner....,... ❑ 12}: Hazardous Material Form ...................................................... ❑ 10Fire Sprinklers.................................................................... ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner ❑ 15. Other Date Received By ........I .............. Sent by R ing items needed.to issue the permit. (May require additional plan review upon recei �efg it�r�s ees as shown on, the attached Schedule of Fees Due Sheet ....................................... 7. Statement of Intent for Non -heated and A/C Buildings ............................................. Sanitation and site plan approval from the Environmental Health Department in ❑ 19. City of Chico Plumbing permit........................................................................ California Department of Forestry plan approval Elpaid. Sent by: ...................... 66. Planning approval for (A)`Use: Olk (B)Parking: ---- (C) Parcel Check: ap'sc� 17N,04/03 -❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... p1. 23.:NPDES Form............................................................................................ q'i24. Encroachment Permit for driveway from the Public Works Dept ................................. 1 I 25. Pre -Inspection for required ................ IY26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 31. Manufactured home utility clearance............................................................... ❑ 32. Existing violations and/or expired permits......................................................... ❑ 33. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone '�% . 1"Ll A - and hold for pickup. I have been in m d of the above items and requirements for obtaining a building permit4 Applican Date: 1. Inde permit applic tion for the above items numbered: Plan Check Letter I items rea ired ,..' Contrac�ner, dwner, was advised of the above data by EYphone, ❑ mail, ❑ counter, by ate: A I 1 11 D '17 factor, designee, owner s dvised of the abov dat by ❑ phone, ❑mail, ❑counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: Date: Structural approvedby: _J Date: I(It 7/63 Note transfer by: Date:7.a �-- Yellow: Building Division ' NA 3.-05B /C'/ L_Lz. w mMETAL a -WELD SPECIALTIES' C OYER SHEET _ . 2 SIZE OF SIGN: 14 X 4-6 HAGL: 5 - 1.0 0 WIND LOAD: 3o ALLOWABLE SOIL PRESSURE: ? 4_ O -_q STRUCTURE DESIGN: OFESS/0 CENTER MOUNT X PARTIAL FLAG (col. loc. ) C 61570 9� z .- FULL FLAG (col. loc.(pEXTEN ) Exp. 06-30-0� rn 9T�cOC/VIL S��Y�/HF) _- DED FLAG (col. loc. s �` ) FAo FCA��f©R ALED OFFSET 100.? V -BUILD ANGLE OR 3 n FEET (MAX. OPENING) BACK TO BACK OR SINGLE FACE ' FOOTING DESIGN: ROUND DE3 i &-nv roz d 0 o pst l� t. Z00/ 3.00 -S- t C.) X SQUARE SPREAD SPECIAL CONDITIONS: D3 -2 7 93 BUTTE COUNTY BUILDING DIVISION TABLE OF CONTENTS -- APP OVED ' 7 0 3 CRITERIA - - - - - - - - - - - - - - - - - - -CS -1 . HEAD DESIGN ------------------H-1714 µ-- TORSION DESIGN - - - - - - - - - - - - - - - - T -I -4m.,j -r— -S' COLUMN DESIGN - - - - - - - - _ _ _ - _ _ _ _ _ _ C FOUNDATION DESIGN- - - - - - - - - - - - - - - F -J PIPE MOMENT CAPACITY CHART - - - - _ - - - _ _ M_j NA 3.-05B /C'/ L_Lz. MMETAL -a WELD MSPECKTIES' JOB TITLE t 4-} 4-S a4-1 JOB NO. SHT CS- ( OF CALCULATED BYg �! DATE -Z LU CHECKED BY DATE SCALE REFERENCE CRITERIA SPECIFICATION CODE ®® X CZQS C STEEL_ ASTM A-36 FY = 36 KSI PIPE SECTIONS: ASTM A-538, A 252 GR, OR API -SIX WELDING ROD - ASTM E-70 SERIES LOW HYDROGEN BOLTS - A 307 OR 325 TYPE *N* CONCRETE - MIN. CO&-REMIVE STRENGTH OF FC - 3000 PSI (150 PCF) AT 28 DAYS (DESIGN BASED ON 2500 PSI, SPECIAL STRUCTURAL INSPECTION NOT REQUIRED) REBAR - ASTM A 615 GRADE 40 OR GRADE 60 WOOD - DOUGLAS FIR LARCH 42 WITH Fb (REP.) =1310 PSI FOUNDATIONS SPREAD FTG. ALLOWABLE BEARING PRESSURE N PSI SEE SOIL REPORT OF UBC TABLE NO. to -I -A ROUND OR SQUARE CAISSON FTG. ALLOWING LATERAL BEARING PRESSURE 2:0 n PSF/FT SEE SOIL REPORT OR UBC TABLE NO. 16-1-A p0 p 5�/+'+ P4 1T 4 DESIGN LOAbING / -ACGTO M D 2 J WIND = aO PSF LIVE = FRONT CATWALK - 20 PSF OR (4) 200# MEN. AT ANY POINT REAR CATWALK -20 PSF OR (2) 200# MEN. AT ANY POINT DEAD = SIGN FACE WE 5/16 DURAPLY -.9375 PSF 2X4 (6 TOTAL HORIZ) -.5691 PSF 2X6 (1 TOTAL VERT.) - .575 PSF 7 LAYERS -PAPER AND GLUE - .416 PSF >; 2.49 PSF - 2.5 PSF WIND LOAD FOR U.B.C. p = Ce Cq qs I EXPOSURE C (OPEN COUNTRY) p = DESIGN WIND PRESSURE Ce = COMBINED HEIGHT, EXPOSURE AND GUST FACTOR Cq = PRESSURE COEFFICIENT (1.4 FOR SIGNS) qs = WIND -STAGNATION PRESSURE AT 30'-0" 1= IMPORTANCE FACTOR (1.0 FOR SIGNS) WIND VELOCITY 70 75 80 90 100 1 110 OVERALL qs HEIGHT 32.6 14.5 16.4 20.8 25.6 31.0 Ce 0-15 1.08 18.7 21.5 24.3 30.9 38.0 46.0 20 1.13 19.9 229 25.9 32.9 40.5 49.0 _ 25 1.19 21.0 242 27.3 34.7 426 51.6 30 1.23 21.7 25.0 282 35.8 44.1 53.4 - 40 1.31 23.1 26.6 30.1 38.1 47.0 56.9 60 1.43 252 29.0 32.8 41.6 51.2 620 80 1.53 27.0 31.1 1 35.1 44.8 54.8 T 66.4 ` JOB TITLE JOB N0. SHT.OFM' METAL WELD CALCULATED BY DATE-� r SPECIALTIES? CHECKED BY DATE SCALE REFERENCE HEAD DESIGN FRONT CATWALK FRONT CATWALK DESIGN LOAD L.L. - 20 PSF X 3 X 12 (MAX TRIB) - 720# STRINGERS (MAX. 14' SPAN) I- -v t _ �,, Mmax -'23.6 X 14°" + 20 X 3'X le - 578.2 + 1470 - 2048 2 -.1024 8 8 USE 4X3X1/4 LL.V. b 1.024 X 12 - 12.29 KSI (S - 1.0 IN ) 1.0 .C4 MEN LEDGER P-- (23.6 X 12) + 800 - 1083.2 (12'TRIB)r M - 1.08 X (1.5 +.1.5) + (.009 X 4.5) (4.5/2) - 3.33'-k MIN. FLANGE - 3.24/2 X 3 - .54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP - 101 " > 3.33' K CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION _ Mmax ( . 02`• (3) 12 + .0236 X 12 ) X 4 + .009 X 5.5a'/2 - 4.149 I K (12' TRIB) P - 4.149'-K /1.28 - 3.24K /ANGLE 3•X 3 X 1/4 X 4 3/4" 1 3/4" GAGE WP.- 3.24/4.75 - .682 KLF;z,-.65 KLF PREL. SELECTION TABLE b - 1 3/4" - 1/4 - 1 1/2" a - 3 - 1 3/4 - 1.25" b' - 1.5 - .625 - .875" a' - 1.5 + .625 - 2.125" a''+ b'.- 3" p 4.75/2 - 2.375" d' - ,625" - 1 - (.625 / 2.375) - .7368 M - (2.375 (•.25)1"' X 36]/8 - .668 (3.24/2 X 1.5 / .668)-1] / .7368 - 3.58 Bc - 1.62 [1+/1 -368 + ?7368) � 2.125) - 1.90 KIPS FLANGE8 X 1.90 X 2.125 X.8751)1/2 - .2768 IN25 (2.375 X 36 [2.125 X .7368 (3.0 >. 10% OVERSTRESS USE <3 X 3"X 1/41X 4 3/4 LONG W/ 1/2" DIAMETER A307 BOLTS Vh,► -2x Tj,,-3.9K NOTE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS (4 MEN) <^'✓ 200 - 800# (4 MEN/LEDGER) D.L. STRINGERS - 5.8 X 2 11.6 PLF GRATING - 3.14 X 3 9.42.PLF CONN & MISC 2.58 23.6 PLF PLF r��-, � GRATING - SPAN 3'-0" USE AMICO EXPANDED METAL GRATING CAP - CONCENTRATED LOAD AT CENTER OF SPAN 100#/FOOT OF WIDTH STRINGERS (MAX. 14' SPAN) I- -v t _ �,, Mmax -'23.6 X 14°" + 20 X 3'X le - 578.2 + 1470 - 2048 2 -.1024 8 8 USE 4X3X1/4 LL.V. b 1.024 X 12 - 12.29 KSI (S - 1.0 IN ) 1.0 .C4 MEN LEDGER P-- (23.6 X 12) + 800 - 1083.2 (12'TRIB)r M - 1.08 X (1.5 +.1.5) + (.009 X 4.5) (4.5/2) - 3.33'-k MIN. FLANGE - 3.24/2 X 3 - .54K/IN USE W6 X 9 UNSUP. LENGTH 5'-0" USE 3/16" FLANGE M CAP - 101 " > 3.33' K CONNECTION DESIGN PER AISC HANGER TYPE CONNECTION _ Mmax ( . 02`• (3) 12 + .0236 X 12 ) X 4 + .009 X 5.5a'/2 - 4.149 I K (12' TRIB) P - 4.149'-K /1.28 - 3.24K /ANGLE 3•X 3 X 1/4 X 4 3/4" 1 3/4" GAGE WP.- 3.24/4.75 - .682 KLF;z,-.65 KLF PREL. SELECTION TABLE b - 1 3/4" - 1/4 - 1 1/2" a - 3 - 1 3/4 - 1.25" b' - 1.5 - .625 - .875" a' - 1.5 + .625 - 2.125" a''+ b'.- 3" p 4.75/2 - 2.375" d' - ,625" - 1 - (.625 / 2.375) - .7368 M - (2.375 (•.25)1"' X 36]/8 - .668 (3.24/2 X 1.5 / .668)-1] / .7368 - 3.58 Bc - 1.62 [1+/1 -368 + ?7368) � 2.125) - 1.90 KIPS FLANGE8 X 1.90 X 2.125 X.8751)1/2 - .2768 IN25 (2.375 X 36 [2.125 X .7368 (3.0 >. 10% OVERSTRESS USE <3 X 3"X 1/41X 4 3/4 LONG W/ 1/2" DIAMETER A307 BOLTS Vh,► -2x Tj,,-3.9K NOTE: RESTRICT 2'-6" MAX WIDE ON 12' TRIB LEDGERS MUMETAL • WELD WSPECIALTIES= occror►..+� • HEAD DESIGN REAR CATWALK REAR CATWALK JOB TITLE C I JOB NO._ SHT ++- '2 - CALCULATED CALCULATED BY DATE Y CHECKED BY DATE SCALE DESIGN LOAD L.L. - 20 PSF X 2 $ 12 (MAX TRIB) - 480# ( 2 MEN) <--200 - 400# (2 MEN/LEDGER) D.L. STRINGERS 5.8 X 2 - . 11.6 PLF - GRATE 2 X 2 - (ACT 1.87) 4.0 PLF MISC. - 1.6 PLF 17;2 PLF GRATING SPAN 2' - On USE AMICO 1.87# GRIPMESH EXPANDED METAL - LD @ CEN CAP - CONC. TER OF SPAN - 150# / FOOT OF WIDTH STRINGER (MAX 14' SPAN) SEE SHEET H-1 USE j< 4 X 3 X 1/4 (MAX 10' SPAN) MAX o 17.2 X 10a + 20 X 2 -X14' - 1230' - #/2 - 630 /STRINGER 8 8 Fb - .630 X 12/.577 - 13.10 KSI < 21.6' USE NOTE: (MAX 10' SPAN) LE_ DGER P - (17.2 X 12) + (20 X 12) - 446.4# M - .45 (1.0 + .5) + .009 .(2.5' /2) - .703 irk USE W6X9 UNSUP LGHT 2'-6" Mcap - 11�-K > .703 `' K CONN�IpN DESIGN PER 9ISC HANGER TYPE CONNECTION Hmax - [.02 (2) 12 + .0172 X 12] X 2.5 + .009 X 2.5. /2 - 1.744'-4 (12' TRIB) P - 1.744 X 12/9.375 - 2.23w- WP .23KWP - 2.23/4.75 - .47 KLF < .65 KLF PREL. SELECTION TABLE SEE SHEET H-1 FOR CALC OF <3 X 3 X 1/4 CLIP. USE <3 X 3 X 4 3/4" LONG W/ 1/2" DIAMETER A307 BOLTS FLANGE THICK PER AISC HANGER CONNECTION !.23K/ 2 BOLT / 3" - .37' / INCH USE 3/16- FLANGE CAPS .61 K / /IN MMETAL • WELD MSPECKTIES' TRUSS UPRIGHT 6 UPRIGHT - 14 X•48 A 325N BOLTS JOB TITLE 6o7 U 14 4?,4� JOB NO._ SHT.=-OF CALCULATED BY DATE 1? CHECKED BY DATE SCALE UESiGN CRITERIA 14 X 48 MAX. TRIB AREA - 8'-0" MAX. UNBRACED LENGTH CANT. LENGTH 141-0"�.!� TRIB LENGTH OF TOP STRINGER - WIND 2 1/2' 3' 3 1/21 41 ' 4 1/2' 5' 20 26" 21" 18". 16" 14" 13" 30 26" 21" " " 18 16 14n 13" HI 40 20" 16" 13 1/2" 12" 10 1/2" 10" 50 15-1/2" 12 1/2" 11" 10" 8 1/2" 8" 60 13" 10.1/2n 9" 8" 7" 6 1/21"_l H2-H1X2 L3X3X1/4 BOLTS A325N 1/2" DIAMETER - 1.33 X 4.1 - 5.4� 5/5" DIAMETER -.6.4 X 1.33 - 8.5K L2 1/2X2 1/2X 1/4 L3X3X1/4 L3X3X1/4 *L3 X 3 X 1/4 AXIAL - M Pi X d £a - M/3.5 X A BENDING - TRUSS STRGR Mmax - WIND X SPG X SPCG X SPAN fb - Mmax X 12/5 6 TUPEN BOLT PL. MIN A325 THICK WELD 1/2" 1/2" 1/4" 1/2". 5/8" 1/4" 5/8". 5/8". 1/4,, 5/8" 3/4" 5/16" 5 8" 3/4" 3 8" COED - fa + fb ` fa (1 ---La) (fb) < 1.33 ( F'e % 21.6. KSI 16.33 KSI X70 KSI `L 3 X 3 X 1/4 L3X3X1/4 GEOS> ERACE (,O bsp ON Ly BOLTS - SHEAR - M/3.5 X 3 BOLTS + DL/3 X 2 PLATE THICK SHEAR M/3.5 X (A -BOLT HOLES) WELDING SHEAR - Mmax X 12/10" X 9 X 2 X 1.33 MMETAL • MELD OISPECIALTIES REFERENCE 14 X 48 6 UPRIGHTS CONN. CMS FF, SFI -*;L DF DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH -COMPRESSION FLANGE CANT. LENGTH 14'-0" JOB TITLE -_ C,:zp _L I,44c-, J08 "C)---SHT. �' a OF CALCULATED BY � DATE CHECKED BY DATE SCALE BACK TO BACK CATWALKS TO N CONNECT BOTH UPRIGHTS ' 5 - "max - (30 (40 PSF WIND) PSF X 8 X 147- /2 - 23.52"K /2 - 11.761-K/UPRIGHT (50 WIND) PSF WIND) ESS W8 X 10 - 15.671-K (60 PSF WIND) '12.7 19.591-y- (20 PSF WIND) 81' - 23.52'-1- 36.7 18 34.3 16.7 32 7.84'-K SINGLE FACE OR "V" BUILD 12 10 Mmax�ra- (30 PSF-WIND) X 8 X 142 /2 - 23.521 -"-/UPRIGHT -- _ ,(40 • (50 PSF WIND) PSF WIND) 31.34'-� SEE MIN. FLANGE THICK. (60 PSF WIND) 39.18'-K 47.04'-K IN CONN. BELOW OR (20 PSF WIND) ` 15.681'"- 1/4" GUSSETS LVGTH UPRIGHTS 1/3 W6 X 9 4' ' 5 - 6' 7' FLANGE W/ WEB ND T 20 PSF 2.8 W 1 3 INCR 1/2"6 4 X 1.33 ESS W8 X 10 14.6 21 13.3 13.3 '12.7 11.3 10 807 81' LEASE W12 X 14 36.7 18 34.3 16.7 32 15.3 14 12 10 1/4 iJ19 v �fc .... -- _ 28.7 25.3 22 18 57.9" / 2 X 3.71 CONNECTION -- 07•' °y-3 1 81.7 81.7 81.7 75.3 1 70.7 CENTER MOUNT, FULL FLAG, DOUBLE FACE oR S,N'&:-S FA-cr.-'- DESIGN FOR SIUGL.E UPRIGHTS Mmax X 12 - 2T (20") + 2T(24") .Mmax - IDL + Mk04D r SHEAR/BOL- 3.6/8 - .45K NEGLIBSLIEON T F I►��l(�E TOTAL A ISG LLP,&N T = N a - + �G I `- 50 'IT'S J,AxI h"GER DESIGN AISC WEB STIFF BOLTS A307 FLANGE W/ WEB ND T 20 PSF 2.8 W 1 3 INCR 1/2"6 4 X 1.33 1 3 INCR 1/4"A-- THICK 3/16- 30 PSF 4.2 1/2.4 4 X 1.33 1/4 F�_ 3/16 0 PSF 5.6 1/2"118.7 X 1.33, 5/16 1/4 0 PSF 7.0 1/2"c� 8.7 X 1.33- 5/16 1/4 60 PSF 8.4 1/2" � 8.7 X 1.33 5/16'L 1/4 INSTEAD USE 5/8 a1� - A307 Q 32 WELD TORSION VOL.- 1.914 VWi,Jp - 56K 1.9=+ 561- - 57.9" / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMETAL • WELD WSPECIALTIES= ntrtntN" X 48 6 UPRIGHTS CONN. CM, FF. - DF GN CRITERIA - 14 X 48 TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN UNBRACED LENGTH -COMPRESSION FLANGE LENGTH.14'-0" CATWALKS TO CONNECT BOTH UPRIGHTS JOB TITLE 'JOB NO.- S/HT.OF Q /- CALCULATED BY f'' G GATE !? CHECKED BY DATE SCALE Mmax - (30 PSF WIND) X.8 X 142 /2 - 23.521-K /2 - 11.76-1'k /UPRIGHT (40 PSF WIND) - 15.671-"- 5.671-K(50 /UPRIGHT (50 PSF WIND) - 19.591-1'- 9.591-k(60 SEE MIN. FLANGE THICK. (60 PSF WIND) - 23.521'1` IN CONN. BELOW OR '(20 PSF WIND) - 7.84'-K 1/4" GUSSETS SINGLE FACE OR "V" BUILD BOLTS A307FLANGE W 1 3 INCR W/ 1 3 INCR Mmax """'(30 PSF WIND) X 8 X 14 �' /2 - 23.521-K /UPRIGHT (40 PSF WIND) 31.34'-K SEE MIN. FLANGE THICK. (50 PSF WIND) 39.181-1` IN CONN. BELOW OR (60 PSF WIND) 47.041-1'- 1/4" GUSSETS (20 PSF WIND) 15.68'' 13.3 BRACED �s" Mi rt. BOLTS A307FLANGE W 1 3 INCR W/ 1 3 INCR WEB THIO 20 PSF Q� 1/2"+ 4 X 1.33 3/16 3/16 LENGTH ° UPRIGHTS 4' 5' 6' 7' 8' 1 9' 10' 11' 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 16.7 15.3 14 12 10 INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 22 18 W12 X 26 89.3 89.3 89.3 81.7 81.7 81.7 75.3 70,7 UUNNECTION CENTER MOUNT, FULL FLAG, DOUBLE FACE DESIGN FOR CONNECTED UPRIGHTS Mmax X 12 - 2T (20").+ 2T(24") Mmax -•MDL + M wiwr� TENSION 2 SHEAR/BOLT - 3..6/8 - .45K NEGLIBLE TOTAL b1 �F=L-A R&r- 7,HAjGER DESIGN ISC WEB STIFF LLP C- T 99+ �s" Mi rt. BOLTS A307FLANGE W 1 3 INCR W/ 1 3 INCR WEB THIO 20 PSF Q� 1/2"+ 4 X 1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 0 PSF 3.1 5oLTS 1/4 bAI�E 2�Aj% 50 PSF e.' ND T BOLTS A307FLANGE W 1 3 INCR W/ 1 3 INCR WEB THIO 20 PSF 1.6 1/2"+ 4 X 1.33 3/16 3/16 30 PSF 2.4 X 1.33 1/4 0 PSF 3.1 X 1.33 1/4 50 PSF 4.0 X 1.33 5/16 60 PSF 4.7 X 1.33 5/16 INSTEAD USE 5/d'-� - A307 WELD TORSION VDL- 1.9K V W I q[> - 56' 1.9"+ 56K - 57.9K / 2 X 3.71 - 7.8" - 1/4" WELD MAX CONNECTION 60 PSF MMETAL • WELD INSPECIALTIES= REl=EREIVCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD JOB TITLE JOB NO. BHT . Of CALCULATED BY '-Y-• ' `� DATE CHECKED BY DATE SCALE DESIGN CRITERIA 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED IENGTH - COMPRESSION FLANGE CANT. LENGTH 14'-0"' BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - (30 PSF WIND) X.8 X 141 /2 - 23.521-' /2 -:11•.76"-"*/UPRIGHT (40 PSF WIND) - 15'.67 (50 PSF WIN)D) - 19•.59 (60 PSF WIND) - 23.52 (20 PSF WIND) - 7.84' SINGLE FACE OR "V" BUILD BOLTS W 1 3 A307 FLANGE W/ INCR 113 INCR Mmax - (30 PSF WIND) X 8 X 142 /2- - 23.52' -r -'/UPRIGHT 2.8K (40 PSF WIND) 31.34 SEE MIN. FLANGE THICK. (50 PSF WIND) 39.18 IN CONN. BELOW OR (60 PSF WIND) 47.04 1/4" -GUSSETS (20 PSF WIND) 15.68 W6 X 9 UNBRACED T BOLTS W 1 3 A307 FLANGE W/ INCR 113 INCR AIS 1 WEB THICK 20 PSF 2.8K 1/2"¢ 4 X 1.33 1/4" 3/16" LENGTH UPRIGHTS 4' 5' 6' 7' 8' 9' 10' 11' 8.7 X 1.33 5/16 W/ 1/3 W6 X 9 14.6 13.3 13.3 12.7 11.3 10 8.7 8 1/2" STRESS W8 X 10 21 18 16•.7 15.3 14 12 • 10 INCREASE W12 X 14 36.7 .34,.3 32 28.7 25.3 22 18 - W12 X 26 89.3. 89.3 89.3 81.7 81.7 81.7 75.3 70.7• rn►aurr'r T n►.T CENTER MOUNT, FULL FLAG, V -BUILD DESIGN FOR SINGLE UPRIGHTS (M pi + Mw)'X 12 - 2T (20") + 2T (2411) a SHEAR/BOLT.- 3.6/8 - .45 k NEGLIBLE LlP(-ow N TOTAL MIuy=MpL+ Mwind ASIC HANGER DESIGN �.�oY G- V l•.� V I I • WIND T BOLTS W 1 3 A307 FLANGE W/ INCR 113 INCR AIS 1 WEB THICK 20 PSF 2.8K 1/2"¢ 4 X 1.33 1/4" 3/16" 30 PSF 4.2 1/2" X 1.33 1/4 3/16 40 PSF 5.6 1/2" 8.7 X 1.33 5/16 1/4 50 PSF 7.0 1/2" 8.7 X 1.33 5/16 1/4 60 PSF 8.4 1/2" 8.7 X 1.33. 5/16 1/4 SPpf-AC�r,fz ft) -P'l . MIN• f�o l.'is - 2'/ ' MAx• C Alm TEB STIFF MMMETAL • WELD' w""'SPECIALTIES' REFERENCE 14 X 48 6 UPRIGHTS CONN. CM. FF. V -BUILD DESIGN CRITERIA - 14 X 48 MAX TRIB. AREA 8'-0" - 6 UPRIGHT DESIGN MAX UNBRACED LENGTH - COMPRESSION FLANGE CANT. LENGTji 14'-0" JOB TITLE JOB HO. SHT._t �OF q (� CALCULATED BY G� DATE CHECKED BY DATE SCALE BACK TO BACK CATWALKS TO CONNECT BOTH UPRIGHTS Mmax - (30 PSF WIND) X 8 X 14z /2 - 23.521"x/2 - 11.76! "/UPRIGHT (40 PSF-WIND) -.15..67 (50 PSF WIND) - 191.59 (60 PSF WIND) - 21.52 (20 PSF WIND} - 7.84 SINGLE FACE OR "V" BUILD Mmax 7 (30 PSF WIND) X 8 X 14¢ (40 PSF WIND) (50 PSF WIND) x(60 PSF WIND) (20 PSF WIND) /2 - 23.521-9/UPRIGHT 31.34 SEE MIN. FLANGE THICK. 39.18 IN CONN. BELOW OR 47.04 1/4" GUSSETS . 15.68 UNBRACED WIND T W 1 3 INCR Ila INCR 20 PSF-1.6 1/2"6 4 X 1.33 LENGTH UPRIGHTS 4f 5' 1 6' 7' 8' 1 9, 10, 11' W/ 1/3 W6 X 9: 14.6 13:3 13.3 12.7 11.3 10 8.7 8 STRESS W8 X 10 21 18 . 16.7 15.3 14 12 10 - INCREASE W12 X 14 36.7 34.3 32 28.7 25.3 2.2 18 - W12 X 26 89.3 .89.3 89.3 81.7 81.7 81 7. 75.3- 1 70.7 I.VlV1VGli11V1V ' CENTER MbUNT, FULL FLAG, V -BUILD DESIGN FOR CONNECTED UPRIGHTS M pL+ Mw X 12 - 2T (20") + 2T (24") 2 SHEAR/BOLT - 3.6/8 - .45L-- NEGLIBLE a TOTAL Mmax= M Ll PfL1(�;,w -:v BOLTS A307 FLANGE W/ emcee WIND T W 1 3 INCR Ila INCR 20 PSF-1.6 1/2"6 4 X 1.33 3/16 �i 30 PSF 2.4 X 1.33 1/4 40 PSF 3.1 I X 1.33 1/4 - = 50 PSF 4.0 X 1.33 5/16 I 60 P$F 4.7 X 1.33 5/16 %SAI _1 S C (, HANGER CONNECTION - t,-�ovrs -210 MA.x• C A&F, fi Mwind WEB f 3/16 3/16 �AISC WEB STIFF JOB TITLE S 33 JOB N0. SHT. OF MMETAL WCALCULATED BY 0-A10 DATE SPECIALTIESmomCHECKED BY DATE SCALE REFERENCE L 3 X 3 X 1/4 STRINGER DESIGN CRITERIA Mmax - (SECT. MOD- 21.6 X 1.33 STRESS INCREASE 12 'ALLOW STRESS 36 KSI w - Mmax X 8 MAX SPACING - W / WIND LOAD SPAN'" (FEET) BIAXIAL BENDING - WIND AND D.L. DEAD LOAD IS NEGLIGIBLE. L 3 X 3 X 1/4 S - .577 IN3 WT - 4.9 PLF 20 PSF "WIND 40-PSF WIND 60 PSF WIND KAX. SPAN OR MAX. MAX SPAN OR MAX MAX SPAN OR MAX RIB AREA SPACING FT TRIB AREA SPACING FT TRIB AREA SPACING 'FT ' 8 8.63 8 4.3 8 2.87 9 6.82 9 3.4 9 2.87 10 5.52 10 2.75 10 2.87 T: 11 4.56 11 2.28 11 2.87 12 3.83 12 2.28 12 2.87 13 3.26 13 2.28 13 2.87 14 2.8 14 2,28 14 2.87 30 PSF WIND 50 PSF WIND 8 5.75 8 3.45 9 4.54 9 2.73 10 3.68 10 2.73 11 3,04 11 2.73 12 3.04 12 2.73 13 3.04 13 2.73 MMETAL • WELD o1 SPECIALTIES= REFERENCE 14 X 48 - 6 UPRIGHTS CONN. CM. FF V -BUILD JOB TITLE /-, S p JOB N0. SHT OF CALCULATED BY DATE 2l2._ G CHECKED BY DATE SCALE SPREADER BM TRIB 8'-0" DEAD LOAD - FACE 2.5 X 8 X 17.5 - 350 35' . 507 40 PSF 31 140 STRINGER 4 X 4 X .9 X 8- 157 (.350 + .57) (CANT + 1.33) + UPRIGHT 22 X 17.5 - 385 (.385) (CANT + .5) + .188 (CANT + 4) CATWALK (23.6 + 2,X 17.2) 8 - 464 .275 (CANT - 1.5) + .095 (CANT) LEDGER 9(5.5 + 2.5 + 2-5) - 95 5.6 6.5 NOTE: CONNECTION • 8 2 1451# �;Z SEE SHEET H3 Mmax ONE UPRIGHT 5.8 THICKNESS - IF LESS USE 1/4" GUSSETS I 3 8 M'T - MWIND + MI -K 10.1 7/16 60 6. T -� W 7.6 " 3 8 128.4 -� 13/8 9.2 10.2 L7 rl r' UNBRACED 5' 10' -7-T-- D. 5' 10' L. DEFLECTION INCHES 15' 20' 25' 30' 35' CANT LENGTH 40 PSF 31 140 1 1 1 1 t, 7 - 76 I 83 50 50 PSF 39 148 1 55 I 62 I 69 77 84 I 91 60 PSF 47 1 56.1 63 70 W 77 85 92 99 - 5.6 6.5 NOTE: CONNECTION BELOW FOR MIN. FLANGE 8 2 BEAM SELECTION 50 5.8 THICKNESS - IF LESS USE 1/4" GUSSETS I 3 8 8.3 CA�I-k BEAM UNBRACED 5' 10' LT 15 D. 5' 10' L. DEFLECTION INCHES 15' 20' 25' 30' 35' CANT LENGTH W12 X 14 33 -20 - .05 .35 - - - - - MDI./ CANT - Pr I DL - P(CANT X 1213 3(29,500) ISM MCI�P- INCLUDE 1/3 INCREASE W12 X 16 40 21 - .04 .30 - - - - - W12 X 19 52 28 - - 24 - - - - - W12 X 22 61 40 - - 20 1 .65 - - - - W12 X 26 89 74 56 - .15 .49 - - - W12 -X 30.103 94 68 - .13 42 - - - - W12 X 35 121 110 104 - 11 .35 - - - - W12 X 40 137 126 126 - .10 .33 .75 - - - CONNECTION CENTER MOUNT, FULL FLAG V -BUILD S EE°5OVE • FdL sl �E �! M -r - 2 T (23/12) + 2T (27/12) - MT /8.33 - TENSION BOLT BOLT SHEAR = 60 X 8 X 17.5 / 1.33 X 4 - 1.58k/BOLT (.Fo) PES �nN��2 cvNN• • D�Si�N AISC'. 6d..TS �1 BOLTS (0 ToTdL; 10'44-rogsioN I�fiN. C>o.dFi WIND T- B F T B F T B F IVT B F T B F T B F 20 3 .1214 3.8125164712516-5.512516 6.512516 7.31238 30 4 1 5/16 4.8 1 5 6 6.5 1 5/16 7.4 3/8 8.3 40 4.8 1 5.6 6.5 .3 3 8 8 2 9 1 50 5.8 6.6 ! �% .4 I 3 8 8.3 9.2 10.1 7/16 60 6. T -� W 7.6 " 3 8 128.4 -� 13/8 9.2 10.2 L7 16 5' CANT 10' CANT 15' CANT 20' CANT 25' CANT 30' CANT t/[ - c7> i=)ot_T CAP - 8.67 X 1.33 - 11.56F/BOLT JOB TITLE JOB N0. SNT. I OF MMETAL ■ WELD CALCULATED BY d•("; DAT 3 �2' r E�� SPECIALTIESz CHECKED BY DATE .M' SCALE REFERENCE TORSION BACK TO BACK CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 GoL.SL 2 Wiryp 14 X 48 - BACK TO BACK K`F PpL. - HEAD WT CM. .406 F.F. .463 K<< dl 4�e m� (INCLUDES TORSION) • 17' - 6" To(2S;IDN Pw - WIND LOAD (PSF) R X HEIGHT Mob - Pct. (KLF) ( (d- (dI + COLO ) ) /2 Mb- Mwl + MpL 2 & OI 1�IIND Mw - Pw (KLF)((d-(di + COLO) /2 Mb- Mwa + MPS Mr (HE- IGHT -1 1/2) (Pw X (d- (dt +COLA /"- 2 2 COMBINDED LOADING M6 + (Mt )a < 1 °O °p M b M;- ca.{� I �A•p ° r OR 1" EFLECTION DEAD LOAD N PSF L2781:4� rno ���� oma+CAPWIND "d" Mw Mw M jYj NBOLT PL FLANGE 20 0 354 469 58 114 1 1 4 15 16 l�z=2. 5 301 393 495 105 19823 1 1/8 7/8 SL.DDLE 10 233 290 372• 93 11316 • 1 3 15 174 211 273 80 - 4. 8 11 4 20 123 146 19' 67 - 3/4 1 3/4 5/8 16 24 89 103 136 57 - 30 0 1/2 531 469 708 171 2 814 11328 1 3 8 15/16 C 0 5 452 393 599 158 19823 1 1/4 7/8 10 350 290 455 140 11316 1 1/8 13/16 15 261 211 336 120 - 1 3/4 20 185 146 236 101 - 1 24 103 169 11 16 BOLTS(D MAX 708 86 �,. ` 5 8 1 5 8 9 16 T-(Moi/dX 6)+MT/d,X 6 40 0 708 469 849 228 27814 5 602 393 19 210 823 1/2 15/16 O (w1 /d� /2 X 12)+P,,,X d/12 19 10 466 290 549 186 11316 1 1/4- 15 348 211 40 -7/8 T -Mw, -(MAX)+MoL /d�X 6 160 1 1/8 13/16 V-PwaX V/12 BOLTS 20 246 146 286 34 - 1 3/4 TALL -(55 X 1.33 1.8fv) 24 178 C1103206 11450 0 885 285 2 814 5 8 3 4 5 8 (BOLT AREA) 753 263 19823TALL > T AISC TABLE 1.6.3 10 583 233' 11316 1 3/8 CAP PL M -T X 3 X 5 1 15 435 211 4a3 200 - 1 1 4 7 8• t REQ - 6M/27 X 1.33 X L 20 308 146 341 168 -- 7/8 FLANGE -SEE HANGER CONNECTION 1 1 8 13 16 1 AISC - USE 4 3/4" wrcn+' 24 223 103 246 143 3/4 2 11 16 ALL CAPACITY WITH 1/3 60 0 1062 469 1161 342 27814 1 5 904 393 986 316 19823 STRESS INCREASE - 10 700 290 758 280 11316 1 1 2 15 16 <IREQULIRED GE OR CAP PL THICKNESS 15 522 211 563 240 - 1 3 8 7 8 USE STIFFER PLATE 20 370 146 398 202 - 1 13 16 SEE SHEET T-2 24 268 103 287 T �� _--+l--L4- „_ _. JOB TITLE 1 V5 I 1 41* ./ MMETAL Is WELD JOB NO. SMT �� i - OF mmm'j�r CALCULATED BY - `T= DATE SPECIALTIES= CHECKED BY DATE SCALE REFERENCE ORSION 15" V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 Gol,. :U1 O Wl ttP 14 X 48 - 15' V Ppb - HEAD WT CM. .445 KL -F F. F. .502 kLF (INCLUDES TORSION) ToRsl ON P I,y - WIND LOAD (PSF) x �'j - !�HEIGHT MvL.- PDL.(KLF) ((d -(di+ COL4,)12/2 Mb- Mw + M 2 Ok11ND MI - P �4 (KLF) ( (d-(dI+ COLO) ]a /2 Mb- MwZ + Mpg M -r - (HEIGHT -1 1/2) (Pw X (d -(di +COLS) 2 VQ COMBINDED LOADING M -b + (Mt )� < 1 ee ee _ „ MtGdP I �4� " N FOR 1 M bcoP DEFLECTION DEAD LO PSF LAR6 I Mph• e e WIND "d" Mw .Mw M M MT "IT?� u BOLT CPL FLANGE 'o ee oc 20 0 347 38' 49.7 606 113 28825 1 1/ 4 115/16 5' 292 33 411 504 105 20136 1 j./8 7 8 10 226 28 311 384 91 14495 1 3 4 S���LE TO �Z�1 lel 15 167 25 225 280 78 — 7/8 11 4 16 1 20. 117 21 155 194 66 — 3/4 1 3/4 5/8 �' 3.7 86 18 110 139 563?S 30 0 521 57 497 720 170 28825 11328 1 3/8 15/16 co 5 438 50 411 600 157 20136 1 1/4 S/Z 10 339 421311 460 137 14495 1 1/8 13/1 7/8 6 15 256 3225 341 117 — 1 3/4 20 176 32 155 235 199 — 1 11/16 BOLTSOI MAX2 40 3.7 129 27 110 170 84 5/8 1.5/8 9/16 T-(Mpg/d Z X 6)+Mf /dIX 6 0 694 76 497 854 226 28825 5 584 66 411 14 210 20136 1 1/2 15 16 O (Mw1./d,/2 X 12)+PWX d/12 10 452 56 311 549 182 14495 1 1/4 7/8 T -M wr 15 334 50 225 403 156 — 1 1/8 13/1 V -Py, (MAX)+Mv�/d2X..6 6 20 234 42 155 281 132 — 1 ILX V/12 BOLTS 3.7 176 36 3 4 TALL -(55 X 1.33 - 1.8�fv) 110 207 112 5 8 1 3/4 5/8 (BOLT AREA) 50 0 868 95 497 1000 283 28825 5 730 83 262 20136 TALL > T AISC TABLE 1.6.3 10 228 14495 1 3/8 -7/8 tAREQ P PL M 6M/27 X 1.33 X lP 15 195 — 1 1/4 7/8 FLANGE -SEE HANGER CONNECTION 20 165 — 1 1/8 13/16 AISC - USE 4 3/4" K11��-;+ 3.7 140 3/4 2 11/16 ALL CAPACITY WITH 1/3 60 0 0 340 28825 5 8314 20136 STRESS INCREASE 10 6 274 14495 1 1 2 15 16 *IF FLANGEQUIRED OR CAP PL THICKNESS 15 5 234 1 3/8 7/8 USE STIFFER PLATE 1 20 3 198 23.712958 i�Q 1'1 4 13 16 SEE SHEET T-2 JOB TITLE `� T 1.4.4 J MMETAL a WELD JOB NO.�� SHT ± CALCULATED BY �C DATE 2 � SPECIALTIESz CHECKED BY DATE mmm- SCALE REFERENCE TORSION 20' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 �f,pin 14 X 48 _ 901 v F.=.517 HEIGHT Mb- MwIZ' + Mpg Mb- Mw2 + MpL 110 )2 < 1\;, _ : ci - 00 00 S6►DDLE To f�slo h� A32j�,- c o tL-Ts 5�2 BOLTS 1 MAX ;. T -(M -2-X 6)+M-T/d,X 6 V-(Mwl /d j/2 •X. 12)+PWX U/12 2 T7Mw-z(MAX)+MpL./d2X 6 V-PWZ X V/12 BOLTS TALL -05 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ - 6M/27 X 1.33 X b' FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" WI�-r -t ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 N -N- Ppb- HEAD WT CM.=.460 F, (INCLUDES TORSION) 77Z To(2z1OR P W - WIND LOAD (PSF) x MvL- PpL(KLF) [(d -(dl+ COL4)]2/2 � 2 Oki MWI — PW (�') [ (d-(dI+ COL+ ) JZ /2. 2 d M -r - (HEIGHT -1 1/2)•(Pw X (d -(d1+90 2 COMBINDED LOADING M b + (Mt OR 1" DEFLECTION DEAD LOIS Mtn, PSF WIND Mw., M LAR6 M M IN. Moll- CAP NE�erlx 20 0 338 48 499 603 112 N41 BOLT PL 28230 1 1/4 1 -FLANGE 15/16 5 286 44 409 499 103 _19600-.1 1/8 7/8 10 220 39 308 379 90 11336 1 3/4 ► 15 162 33 223 276 77 — 7/8 11/16 20 113 28 152 189 65 — 3/4 1 3/4 5/8 .i 3.5 85 24 111 140 56 — 1/2 1 3/8 1/2 30 0 507 72 499 711 168 28230 1 3/8 15/16 5 429 66 409 592 155 19600 1 1/4 7/8 10 330 59 308 451 135 11336 1 1/8 13 16 15 243 50 223 330 116 — 1 3/4 20 170 42 152 228 98 — 1 11/16 3 5 128 36 111 169 84 5/8 1 5/8 9/16 40 0 676 96 499 840 224 28230 5 572 88 409 703 206 19600 1 1/2 15/16 10 440 78 308 53 180 11336 1 1/4 15 324 66 223 393 154 — 1 1/8 -7/8 13/16 20 226 56 152 272 130 — 1 3/4 3.5 170 48 111 203 112 — 5/8 1 3/4 5/8 50 0 846 120 499 982 280 28230 5• 715 110 409 823 258 19600 10 550 98 308 630 225 11336 1 3 8 7/8, 15 405 83 .223 462 193 — 1 1/4 7/8 20 283 70 — 1 1/8 13/16 3.5 213 60 W9550 — 3/4 .2 11/16 60 0 014 144 28230 5 858 132 19600 10 660 118 308 728 270 11336 1 1 2 15 16 15 486 100 223 535 231 — 1 3/8 7/8 20 339 84 152 372 195 — 1 1/4 13/16 3.5 255 -72,111 1 22U.. 168 — 3/4 1 3/4 . F.=.517 HEIGHT Mb- MwIZ' + Mpg Mb- Mw2 + MpL 110 )2 < 1\;, _ : ci - 00 00 S6►DDLE To f�slo h� A32j�,- c o tL-Ts 5�2 BOLTS 1 MAX ;. T -(M -2-X 6)+M-T/d,X 6 V-(Mwl /d j/2 •X. 12)+PWX U/12 2 T7Mw-z(MAX)+MpL./d2X 6 V-PWZ X V/12 BOLTS TALL -05 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 t REQ - 6M/27 X 1.33 X b' FLANGE -SEE HANGER CONNECTION AISC - USE 4 3/4" WI�-r -t ALL CAPACITY WITH 1/3 STRESS INCREASE *IF FLANGE OR CAP PL THICKNESS < REQUIRED - USE STIFFER PLATE SEE SHEET T-2 JOB TITLE - �-T A 43 P�, METAL � WELD JOB NO._SHT T—�� _Op '± CALCULATED BY S�' C GATE SPECIALTIES? CHECKED BY.�_ DATE SCALE REFERENCE TORSION 30' V CONN. 38 1/2 X 38 1/2 CAP PL 12 BOLTS - A325 C.oL. ZOWIAP 14 X 48'- 30' V - P>L� - HEAD WT CM. .507 F.F. .566 Cil - (INCLUDES TORSION) - To(Z "'o" Pp4 - WIND LOAD (PSF) ,c d J'1= C�1 HEIGHT MGI.- P(KLF) ((d-(dI+ COL 0)12/2 Mb- Mw!z+ MDt2 2 QklIf�ID Mw, - P(KLF)I(d-(d,+ COL4�)]l /2 Mb- Mw 2 + m 2 M T -. (HEIGHT -1 1/2) (Pw X (d-(dI+COLO) =4 Xi 2 2 COMBINDED LOADING M b + M b GA(1 OR 1n DEFLECTION DEAD LOAD ,S P S F� CAP'O ND WI'%d" IMiz Mw 6 M M r�a N�' BOLT PL FLANGE 20` 0 318 71 514 604 108 27320 1 1/4 15 16 `5 268 65 425 502 99 19029 1 1/8 7 8 10 204 57 317 377 87 10796 1 3 4 �'�D�I.E To Re" 10 Irl 15 148 49 227 276 74 — 7/8 11/16 20 102 40 153 193 61 --- 3/4 1 3 4 5/8 22.8 79 36 116 152 54 — 1/2 1 3/8 1/2 30'. 0 477 107-514. 701 162 27320 1 3/8 1 Co 5 402 98 425 585 149 19029 1 1/4 7 A Sl2 10 306 86 317 441 131 10796 1 1/8 13/16 15 222 74 227 318 111 — 1 3/4 20 153 60 153 21.6 92 — 1 11/16 BOLTSt�l MAX 228 119 54 116 170 81 - = 5/8 1 5/8 9/16 T-(Mph/dZX 6)+MT/dIX 6 9�5!536 636 142 514 818 216 27320 Vm(Mwl./dl/2.X 12)+Py,X d/12 130 b9 i Ani i oo , n.,n A , ,., 777= n LU/Yb — —' — Z7230 1 1 144 1/8 1 5/8 1 7/8 13/16 3/4 1 3/4 11/16 T-Mw-2(MAX)+MpL./dZX 6 V-PWZX V/12 BOLTS TALL -(55 X 1.33 - 1.8fv) (BOLT AREA) TALL > T AISC TABLE 1.6.3 CAP PL M -T X 3 X 5 _ t REQ - 6M/27 X 1.33 X b� L9029 L0796 1 3/8 7/8' — 1 1/4 13/16. FLANGE -SEE HANGER CONNECTION -- 1 1/8 3/4 1 AISC - USE 4 3/4" W!cmi — 3/4 2 .11/16 ALL CAPACITY WITH 1/3 ?7320 STRESS INCREASE L9029 *IF FLANGE OR CAP PL THICKNESS L0796 1 1/2 15/16 < REQUIRED - - 1 3/8 1 7 8 USE STIFFER PLATE —' 1 1/4 13 16 SEE SHEET T-2 MMETAL a. WELD IIISPECIALTIES= JOB TITLE CC I L'rdg r- JOB N0. SHT. � OF Q CALCULATED BY_A C DATE ! L G CHECKED BY DATE SCALE REFERENCE COL CAP CONN. COL DIAMETER + 2 OR 2 1/2 (14-X 48 SIGN) Mb (PLATE) - T X 21-/W REQ- M X 6 V27 X 1.33 -f• �-- ^ � � . c•�-.P ` � !.- L -';-'r_ CENTER MOUNT ' I !' 00 C 3) S71 ND 20 BOLT TEN. CAP PLATE STIFFNER P -F STIFFNER 38 1 2 SO 44 SO THK WELD THK WELD 38 1/2 SO 44 S THK WELD THK I 10 9+" 1/2 3/8 1/2X8 WELD 1/4" 30 1 14 13 5/8 3/8 1/2X8 1/4" 30 43 •40 17 15 3/4 3/8 1/2X8 40 46 50 60-' 20 24 19 22 7/A 78 3 8 3 Z 8 1/2X8 -1/2X8 -1/4" 1/4" 1/411 50 50 M (PLATE) - T X 4.5/6 M /W - 11-K/INCH t REQF27X- X 6 1.33 FULL FLAG "1 MIN 45- SLOPE co L. �0;.-�= -�- .—CDS. ^�•� •�� --c . o IND BOLT TEN. CAP PLATE P -F STIFFNER 38 1 2 SO 44 SO THK WELD THK WELD 20 40 36 1 450 V 1/2X8 ' 5/16 30 43 40 1 450 V 1/2X8 5116 40 46 43 1 1 8 45° V 5/16 50 50 46 1 1 4 45° V -1/2X8 1/2X8 3/8 60 53 50 1 1 4145° V 1 2X8 3/8 "\ MIN 45" SLOPE MUMETAL • WELD IIISPECIALTIESREFERENCEFLANGE STIFFNER MAX. MIN. ' JOB N0. SHT. �--.-. L BOLT FLANGE CALCULATED BY DATE 3 2 iso ENSION THICK STIFF. WELD 26 5/8 10 1 2 1(4" 31.5 11 16 K1 37 3/4 �H 43.5 13/16 50 7 8 BM. 5/16 58 15/16 {0 u 5/16 66 `30 1 3/8 Bob r 5/8 10 X 1/2 1/4" 40 11/16 STIf�. t�• 50 3/4 � 760 r" 13/16 707/8 � 12 X 1/.�j2 5/16 80 15/16 5/16 90 1 3/8. 14 12 8X14 14" 18 9/16 22 5/g 26 3/4 30 7/g 1 JOB TITLE FS ' JOB N0. SHT. �--.-. L . OF CALCULATED BY DATE 3 2 iso CHECKED BY DATE SCALE O p K1 �H .il BM. . {0 u Bob r c� STIf�. t�• � MMETAL • WELD MSPECIALTIEVO ncrr_nCivt�C COLUMN 5' - 50' 14 X 48 BACK TO BACK Pwl — W X WIND X HEIGHT 17'-6" Pw2 — V X WIND X HEIGHT 17'-6" Mwl — Pwl X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 Mwl — Pw2 X (HAGL + HEIGHT) (AT GROUND LEVEL) 2 MDL — Pdl. X TORSION LENGTH/2 (AT GROUND LEVEL) Mb — Mwl`+ -MDL�'OR Mw2 + MDL .(GREATER NUMBER) JOB TITLE JOB NO., TSHT. G OF r CALCULATED BY ' C- DATE—5 !2 Ji!`I CHECKED BY DATE SCALE Fl1LL O j�l �(D Mt — Mwl - SHT T-1 Mb + (Mt ) < 1 F LA&Mb '�'' AIRAL LOAD - NEGLECTEDCAP Mt CAP HAGL — HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION IND 20 HAGL 5 d 0 Mwl 231 Mw2 0 MDL _4691 Mb 523 DL DEFL Mt I4 354 343 WIND 40 HAGL 30 d 0 Mwl 1303 Mw2.MDL 0 469 Mb 1385 Mt 708 DL DEFL I4 .. 10 0 315 0 469 565.354 1374 1 35 0 1471 0 '469 1544 708 15 0 399 0 469 616 354 3091 i 40 0 1639 0 469 1705 708 20 0 4831 0 469 673 354 5494 1 45 0 1807 0 469 1867 708 I 25 0 567 0 469 736 354 8585 50 0 1975 0 469 2030 708 34340- 30 0 651 0 469 802 354. 12362 50 5 0 578 0 469 744 885 343 35 0 735 0 469 872 3541 16827 1 10 0 788 0 469 917 885 ih 40 0 1 819 0 469944 354 21978 15 0 998 0. 469 1103 885 45 0 903 0 469 1018 354 27816 I 20 0 i208 0 469 1296 885 30 50 1 5 0 0 9871 347 0 0 469 46983 93 !666 354 531 .34340 343 25 30 0 0 1418 1628 0 0 469 469 1494 1694 885 885 l i 10 0 473 0 469 531 35 0 1838 0 469 1897 88515 0 599 0 46961 531 40 0 2048 0 469 2101 885 —' 20 725 0 469 863 531 45 0 2258 0 469 2306 885 34340 25 851 0 469 972 531LU 50 0 2469 0 469 2513 885 343 30 In 977 0 469 1084 531 Lu 60 5 0 694 0 469 838 1062 /i' 35 1103 0 469 1199 531 10 0 946 0 469. 1056 1062 I 40 1229 0 469 1315 531 ! 15 0 1198 0 469 1287 1062 i 40 45 50 5 0 01481 0 1355 4631 0 0 0 469 469 469 1434 1553 659 531 53'1 708 34340 343 ! 20 25 30 0 0 0 1450 1702 1954 0 0 0 '469 469-1765 469.2009 1524 1062 1062 1062 i 10 15 0 0 630 799 0 0 469 469 785 926 708 708 35 40 0 0 12206 2458 0 0 469'2255 469 2502 1062 1062 ' 20 25 0 0 967 1135 0 0 469 469 1075 1228 708 708 w 45 50 0 0 2710 2962 0 0 469!2750110621—�' 4691299911-062.134340 MMETAL • WELD MSPECIALTIES' COLUMN 55 '- I00' HAGL 14 X 48 BACK TO BACK JOB TITLE ' JOB NOSHT ��/ OF CALCULATED BY DATE 3 �2 CHECKED BY �- DATE -� SCALE Pwl -• W X WIND X HEIGHT 17'-6" Mwl - Pwl X (HAGL + HEIGHT) ` (AT GROUND LEVEL) 2 Pw2 -_ V X WIND X HEIGHT .171-6" Mwl - Pw2 X (HALL + HEIGHT) (AT GROUND LEVEL) 2 COL, MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) WIN> Mb -Mwl�+ MDL OR Mw2 +MDL D= D'j'(GREATER NUMBER) Fuca 0 � LA& I WIN> Mt - Mwl - SHT T-1 Mb ,rs + (Mt Mb CAP HALL m HEIGHT ABOVE GRO AIXAL LOAD - NEGLECTED Mt CAP ' iTND LEVEL -I4 FOR 1" DEFLECTION s■ 0 DL DEFT; i MUMETAL •WELD WSPECIALTIES= ncrcncrvt,,c COLUMN 5' - SO' HAGL 14 X 48 20' V JOB TITLE �O //4 ' 4 t l'1 JOB HO. SHCT. 71 S OF CALCULATED BY DATE CHECKED BY DATE SCALE Pwl - W X WIND X HEIGHT Mwl - Pwl X (HALL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 - V X WIND X HEIGHT Mwl - Pw2 X (HALL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) 2@WIN> Mb - Mwl?*'MDL2OR Mw2 + MDL f— (GREATER NUMBER) �= p �'j'O�SIOPi FULL �1�.Ir(D Mt - Mwl - SHT T-1 Mb + (Mt )2< 1 L�,(p Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL - HEIGHT ABOVE GROUND LEVEL I4 FOR 1" DEFLECTION WIND HAGL d Mwl Mw2 MDL Mb Mt DL DEFLD I4 WIND HAGL d Mwl Mw2LDL* Mb Mt DEFL I4 20 5 0 231 96 499 595 338 365 40 30 01303 54 499 1395 676 10 315 131 630 1461 35 1471 612 1502 15 399 166 665 3288 40 1639 6-82 1713 20 483 2 1 7001 5846 45 1807 75 1875 25 567 236 755 9134 50 197'5 79.8 2037 136537 30 651.271." 820 13153 50 5 578 240 764 846 365 35---F-735 306 888 17903 r 10' 788 32 - 933 40 8191341--__L59 23384 1 15 998 415_1116 45 903 376 1032 29595 20 1208 5031 1307 50 987 399 1106 36537 25 1418 59 1503 30 5 347 144 643_507 365 30 1628 678 1703 10 473 187 696 35 1838 765 1905 15 599 249 780 a 40 2048 853_2108 20 725 302 880 45. 2258 940 2312 25 851 354 987 50 2469 998. 2519 36537 30 977 407 1097 60 5 694 288 855 1014 365 35 1103 459 1211 V14 10 946 393 1070 40 229 512 1326 15 1198 498 1298 45 3555641444 20 1450 60 - .1533 50 481 599 1563 36537 25 1702 708 1774• 40 5 463,192 691 676 365 30 1954 81 2017 10 630 262 804 35 2206 91 2262 15 799 332 942 40 2458 102 2508 20 967 402 1088 45 2710 112 2756 -- 4— 25 135 472 1240 50 2962 119 3004 36537 MERMETAL • WELD MSPECIALTIEN crrrnr..�.� COLUMN 55 -.100' HAGL 14 X 48 20' V JOB TITLE -- O 'oc l -4 46 JOB NO. SHT.6 -/ OF I / CALCULATED BY TA6 DATE CHECKED BY_ DATE SCALE Pwl - W X WIND X HEIGHT Mwl - Pwl X (HAGL + EIGHT) . 17'-6" (AT GROUND LEVEL) 2 Pw2 - V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6"' (AT GROUND LEVEL) 2 MDL - Pdl,X TORSION LENGTH/2 (AT GROUND LEVEL) @WIN>- Mb Mwl?+ MDL20R Mw2 +MDL D= O10(GREATER NUMBER) f (ULL O � r(p Mt - Mwl - SHT T-1 Mb + (Mt Mb CAP Mt CAP GROUND LEVE LOADNEGLECTED HAGL - HEIGHT ABOVE- EL 7.1. "-- , - - --- _ _-- MMETAL • WELD MSPECIALTIES' REFERENCE COLUMN 5' - 50' HAGL 14 X 48 30' V I ' JOB TITLE 32C JOB HO. SHT. If / OF JGj /- CALCULATED BY -� DATE !2l `lam CHECKED BY DATE SCALE Pwl - W X WIND X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 Pw2 = V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 coL, MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) OW I N b Mb - Mwl2+ MDL? OR Mw2 + MDL jZ510(GREATER NUMBER) fz P1.� O � �D Mt -'Mwl - SHT T-1 Mb + (Mt f < 1 _ Mb CAP Mt CAP LOAD -N HAGL a HEIGHT ABOVE GROUND LEVEL EGLECTED MMETAL • WELD YISPECIALTIES= ncrcnGrv�G ' 100' RACT. 1A v i.Q Zn JOB TITLE 3004446 50 _ JOB N0. SHT. / OF CALCULATED BY JJ DATE CHECKED BY DATE SCALE Pwl - W -X WIND'X HEIGHT Mwl - Pwl X (HAGL + HEIGHT) 17'-6" (AT GROUND -LEVEL) 2 Pw2 - V X WIND X HEIGHT Mwl - Pw2 X (HAGL + HEIGHT) 17'-6" (AT GROUND LEVEL) 2 HA, MDL - Pdl X TORSION LENGTH/2 (AT GROUND LEVEL) Mb / Mw1'+ MDL?OR Mw2 + MDL yy(GREATER NUMBER) Mt a Mwl - SHT T-1 Mb + (Mt Mb CAP Mt CAP AIXAL LOAD - NEGLECTED HAGL - HEIGHT ABOVE GROUND TYVRT. T1. r.,n ,....,.....-__._ mMETAL • WELD IIISPECIALTIES ROUND FOOTINGS FOR 14 X 48 FF 30'-V AT 30# WIND JOB TITLE 30 RF JOB NO.- SSHT. F CALCULATED BYv�.�� DATE CHECKED BY �DATE .�- SCALE rut,r;uLA: cl — A - (II 1 + 4,36h,) WHERE A — 2.34 P P— 25.2 2 A Slb b— (SEE BELOW) LATERAL SOIL: Pall — 200 PSF/FT (CLAY, SANDY CLAY) h— H.A.G.L. + 17 �5 BEARING (PER UBC TABLE) Pall — 300 PSF/FT (SAND, SILTY SAND) S11.332 -Pall — 400 PSF/FT (SANDY GRAVEL) 3 STRESS INCR. Pall — 800 PSF/FT (SEDIMENTAKY•ROCK) d — 4' MAX•FOR•COMPUTING S1 3 h UY CAISSON b — _ 0" b —5 , H.A.G.L. 200 # 300 # 400 # 2004 5'-0" 400 29'-0" 200 # 22'-6" 400 8'-6" h 25'-0" 16'-6" 10'-0" 22'-6" 30'-0" 17'-6" '-13' _-O" 19'-6" 20'-0" 26'-0" 17'-0" • 15'-0" 31'-0" 15'-0" 24'-0" 31.5 20'-0" 27'-0" 24'=0" 20'-0" 19'-0" 32'-6" 25'-0"21'-0" 22'-0" 18'-6" 28'-0" 25'-0"l ' 25'-0" 16'-6" 33'-0" 39.4 25'-6" 21'-6" 28'-6" 20'-0" 30'-0" 34'-0" 23'-0" 26'-6" 19'-671.261-6" 22'-0" 29'-6" 211-0" 17'-6" 35'-0" 44.6 35'-0" 27'-0" 23'-0" -0"_21_'_6"_L8' 30'-6" -O" 40'-0" 24'-6" 36'-0" 2l1 28'-0" 23'-6" 22'-0" 19'-0" 52.9 45'-0" 37'-0" 29'-0" 24'-6" 19'-6" 32'-6" 57.5 26'-6" 50'-0" 22'-6" 38'-6" 30'-0" 30'- 23'? -6" 25'-6", 33'-6" 27'-0" 55'-0" 39'-6" 31'-0" 21'-0" 26'-0" 66.9 34'-6" 24'-0" 60'-0" 32'-0" 40'76" 25'-0" 32'-0" 27'-0" 29'-0" 35'-6" 24'-6" 65'-0" 41'-6" 22'-0" 33'-0" 76.5 27'-6" 36'-6" 33'-6" 70'-0" 26'-6rc 42'-6" 33'-6" 30'-6" 28'-6" 26'-0" 7'-6" 34'-6" 75'-0" 23'.-6" 43'-6" 86.2 34'-6" 26'-6" 35:4" 28'-0"24'-0" 80'-0" 44'-6" 31' 35'-6" 27' -.0" 36 39'-0"85'-0" 28',-611 24'-6" 96.0 45'-6"36'-0" 27'-6" 37'-0" M9K.-:_038'-6" 40'-0" 5'-0" 100.9 90'-0",46'-6" 28'-0" 37'-0" 37'-6"30'-05'-6" 41'-0"95'-0"47'-637-6" 105.8 -0" 38'-6" 32-0 30'-66'-0" 41'-6" 110.7 100'-0" 48'-6" --A8#-6".32#- 6" 42'-6- h UY CAISSON 300'# 400 # 200 # 300 # 400 # h 19'-6" 16'-6" 22'-6" 17'-6" 14'-6" 29.0 20'-0" 17'-0" 23'-0" 18'-0" 15'-0" 31.5 21'-0" 17'-6" 24'=0" 19'-0" 16'-0" 35.2 22'-0" 18'-6" 25'-0"l ''-6" 16'-6" 39.4 22'-6" 19'-0" 25'-6" 20'-0" 17'-0" 41.3 23'-0" 19'-671.261-6" 211-0" 17'-6" 44.6 24'-0" 20'-0" 27' -0"_21_'_6"_L8' -O" 48.3 24'-6" 2l1 -0"__28'-O" 22'-0" 19'-0" 52.9 25'-6" 21'-6" 29'-0" 23•'-0" 19'-6" 57.5 26'-6" 22'-6" 30'-0" 23'? -6" 20'-0" 62.2 27'-0" 23'-0" 31'-0" 24'-6" 21'-0" 66.9 28'-0" 24'-0" 32'-0" 25'-0" 21'-6" 71.7 29'-0" 24'-6" 33'-0" 26'-0" 22'-0" 76.5 29'-6" 25'-0" 33'-6" 26'-6rc 22'-6" 81.3 30'-6" 26'-0" 34'-6" 27'-6" 23'.-6" 86.2 31'-0" 26'-6" 35:4" 28'-0"24'-0" 91.1 31' -6" 27' -.0" 36 -0" 28',-611 24'-6" 96.0 !2'-6" 27'-6" 37'-0" 29'-6J"2 5'-0" 100.9 !3'-0" 28'-0" 37'-6"30'-05'-6" 105.8 -0" 38'-6" 30'-66'-0" 110.7 + (.Z 1 0-0 ! 5 3-s ill✓ � � .��� 1,.pr"�•7 �, a'.Iv� S � b77 -J O•, Z CL --4 r C-1 Trv-S s -,J 1 (-V An O -d �O d = 9 p d -p rr. 'z -40 +L Lc:k-Q a 7 S - r 71 OO -d oa - — N-'D7SQ0 -V ty I -L00 _ 3JPfl!s?�H _ 31►75 a i.2 1 31110 �L AS �►n O i -Z 1 31x0 75 d8 MLYVIDI= -ji0 j 1NsvN aor 3uu oor �3111tl193dSm a13M`1tl13W11011100 z0, 1 11 1 -1,0 -SZ —A 1. sq to- Pe) .0- 1 g _ � 9 4 1 O-�5 •� �L �l'zS �c � QU' Lfi �S � O-�fi 0— z 1 2 (y' 47 -P 8 01 "Z �- �► a- ,o-� cz9 O—oz o'tr 0 to— S .,q— � - t11d� D -K 1Q tl'� t)1 37 Cc!] I `-n S r C"V rvs Yy Q I 1vI-100--, hl] �'`�'�-�'j ill✓ � � .��� 1,.pr"�•7 �, a'.Iv� S � b77 -J O•, Z CL --4 r C-1 Trv-S s -,J 1 (-V An O -d �O d = 9 p d -p rr. 'z -40 +L Lc:k-Q a 7 S - r 71 OO -d oa - — N-'D7SQ0 -V ty I -L00 _ 3JPfl!s?�H _ 31►75 a i.2 1 31110 �L AS �►n O i -Z 1 31x0 75 d8 MLYVIDI= -ji0 j 1NsvN aor 3uu oor �3111tl193dSm a13M`1tl13W11011100 • Joe TRLE MMETAL m WELD Jog ►.a swr_--1 of__ / 1 CALMLATED BY �` DATE 1/2101 ESPECIALTIESz c+r�er � DATE 2301 SCALE F007'ruo:;. a�stc.K — _ �o c' «�- sotL FOQ T l AJ C- S D ?ER U 3G t=0 4,1-4 U L,4 . Da -i=77+ flt- 'Fi0on!-4G- : �: (-f- 'V I + . �ra 7- k! gle r.Lc h.. - MdC Fc Cz t -t d ,4N -p A SSE Pq c p a l 4 P -t. (5 r arz OF� Tp O T l�J G- 1=4 2 R -o O A J D FO O TC ,HJT,_ �► rl1-fl A l ,o. �-.0-- 1 F -t GN -i Lo &J -r—O 2. GJ S G N-, G L I.... C{+' kD Ck� Uh ' t) �or1 L lG.TI•� �T?•f- { p EpT�} /1 w 5-. ]o, Vrob0 I 1 44-. +-S, 1 6O ---0�oy0. I g _ i 6d -o' 1�d0� �I l,�i ►.� � NLA �— � NA 2 too -0, Z"1 L ! 0, JOB TITLE P I P5 COPA G 171 �' . JOB N0. SHT. M- 1 OF�-- MMETAL WELD CALC=TM W S L-, DATE . M" SPECIALTIEN CHECKED BY DATE ,REFERENCE 1" OK &4'� SCALE GA•Ph•• G I '1' I E S 'FO T_ 'P I pre :. . '30 0.250 1 ,5=-M(D,4-DZ) WHERE DI z a. 0. 172.3 32 DI pZs 1. D. 19.5 372.8 14.0 5'34.8 45.4. ."72 F� ( I F °Ir .e3300/Fi) 30 0.281 35 1300,*> >'5300,/, N 2897 20.2 432.4 - /- ( STRESS I.uCREA5E) '.MbcAp 599.3 SxFbxI.33 89,.3•• 30 0.312 35 213.8 Fy - ( TFtE LARGEP,- oF)• �'3 80° tl boo _ o r� i'• yD (p/'r) �4 7'�3/2 D 6575 q9 4- 7- > u . 1F / F�lls (/D)ys J > ��2�3 �MtCAP ' F'Y 021) ILICREASE) 14.0. x 1.33•/ 78.9 •' DIA WALL Fy' s I Fb Mb CAP Fv Mt CAP L max WT/FT . :in in ksi_ in3 in4 ,ksi ft •k ksi -ft k ft. #/ft. '30 0.250 35 172.3 2585 19.5 372.8 14.0 5'34.8 45.4. 79.5 • 30 0.281 35 193.1 2897 20.2 432.4 14.0 599.3 60.7 89,.3•• 30 0.312 35 213.8 3206 20.9 494'.8• 14.0. .603.3 78.9 99•:0 30' 0.344 35 234.9 3524 25.2 656.1. 14.0 729.0 UNLTD 1091' 30 0.375 35 255.3 3829 25.2 713.0 14.0 72.3 UNLTD 118..8) 30 0.406 35 275.5 4133 25.2 769.6 14.0 855.1 UNLTD 128.5 `•30 0.438 35 296.3 4445 25.2 827.6 14.0' '919.5 UNLTD 138.4' •30 0.469 35 316..3 4744 25.2 883.4 14.0 981.6 UNLTD 148.1 30 0:500 35 336.1 5042 25.2 938.9 -14.0 •1043.2 UNLTD 157.7 .� 30 0.562 35 375.5 5632 25.2 1048.7 14.0 1165.2 UNLTD 176.9' •30 0.625 35 414.9 6224 25.2 1158.9 14.0 1207.7 UNLTD 196.3_ 30 0.656 35 434.2 6512 25.2 1212.6 14.0 1347.3 UNLTD 205.8. . 30 0.688 35 45_;.9 6808 25.2 1267.7 14.0 1408.5 UNLTD 215.6• '30 0.750 .35 491.7 7375 25.2 1373.3 14.0 15x5.9 UNLTD 234'.6 30 0.875 35 566.5 8497 25.2 1582.1 14.0 1757.9 UNLTD 272.5. 30. 1.000 35 639.3 9589 25.2 1785.5 .14.0 1983.8. UNLTD 310.1 BIMETAL • WELD IIISPECIALTIES= • . Joh TITLE 'P l P3• liA? !S -G IT 1 � JOB NO.- sNT.M�.�I OF--------� CALCULATED UY S DATE CHECKED DYE DATE 7 SCALE REFERENCE `M.Ot'[ E G.�P/s•G t .t I'E S 'F0 T•:. 'P t P'Es 5= 1T'(D,4-DZ) WHERS DI z C'.0. , 32 Dl DZ= 1. D. '}Fb = F D/r .4: 33 001E fib 662 r �� 13000 > t%r > 3300j, N D (5TXF52- IMCMEASO <MbiAa= SY.Fbx1.33� LFY s • 4�, I 1p 6575 9 a I.Tv = <rffE LARGEA-,.•pF) 2= 9oe II bco ( p 6575 q9 4 C - 1 Ofd p o! \�F �7' > 4 tkND = /r) fir) F� /s (yp)�Ar m• qAp = .5y (ZI) X �-.5=I�"CSTRSSS IACREASE) c �c/2) 12. ;DIA WALL 'in Py S I Fb ft k in ks i in; in4 ks i '36' 0.250 35 249.; 448-6' 18.6 36 0.281 35 279.5: 5029 19.2 :36• .0.312 35 309.4 5569 19.7.. 36 0.344 35 340.2 6124 ^0.3' 136- •'0.375 35 369.:, 6659 20.9 :36' 0.406 35 399.5 7191 25.2 36' 0.438 35 429.8 7737 25.2 ,36• . 0.46.9 35, 459..E 8263 25.2 36 0.500 35 488.1 8786. 25.2 :36. 0.562 35 545'.[- 9825 25.2 X36. 0.625 35 603.[- 10868 25.2 -36 36 0.65.6 35 632.1 11378 25.2 2568.9 :.UNLTD 0.688 35 661.2 11901 25.2 .36 .0.750 35 717'.0 12906 23.2 136: 0.875 35 827.8 14900 25.2 3 6'1.00035 936.2 _16851 25.2 Mb CAP Fv Mt'CAP L max' WT/FT ft k ksi ft k ft #/f 513.7' 14.0 773.4 , •34.5 95.6 593.5 14.0 .867:1 46.2 107.3 676.9. 14.0 960..2 60.0 ..119.1 766.5 14.0 1015.9 76.6 131.1 t0:5 .14.0 1148.0 95.1 142.8 .1115.8 14.0 1239,.7 UNLTD 154.5 1200.5 '14.0 133.3.9 UNLTD 166.5 1282.'1 14.0 1424.6 UNLTD 178.2 1363.3, 14.0 .1514.8 UNLTD 189.8 1524.4 14.0. '1693.--8 UNLTD «V 1686•.4 14.0 1873.8- UNLTD ,212.9- 236.4. 1765.5 14.0 1961..6 :UNLTD 247.9 1846.6 14.0 205.1.8 UNLTD 259.8,' 2002.6 14.0 2225.1 -UNLTD 282.7 2312.0 14.0 2568.9 :.UNLTD 328.6 2614.7. 14.0 29_5.2 UNLTD 374.2 METAL � WELDCALCULATED qY � L --DATE n`,/` � /�' i' :. CHECKED OY� DATE SPECIALTIESZ SALE - REFERENCE G 1 'l' I S S -FO r:- 310, ° 'SD :z 'lFb - .72 F� PF F - -�- -t-- `�Fy, t - t3.00/> Fi I�r > 3300�F ' D G . • . . CSTRESS I-ICREASE) Mb CAP - S x Fb x I.33•� FY - . Q- F I �1P %T 6575 P, vo -RS LARGEF, or-) 23 aoo ori 1! boo, C1F °/r i 6575 q9 4• j • . 1'y° C °ir) �� °�r)3iz ` F� ��S �/_ 0 L� � /D)TS A4 Mt•CAP = � (2I) IW GREASE) . X 1.3�%-(STFi>rS5 SDIA WALL Fy3 I Fb Mb CAP'FV Mt CAP L max WT/FT ,in in ksi in3 in4 ksi ft k ksi ft k ft #/f t: `40 '40 •0.312 35 38:3.0 7660 19.2 813.5, 14.0 1188.5 51.3 '132.4 0.344 35 421.3 8425 19.7 919.5. 14.0 1307.3 65.4. 145.9 40 '0.375 35 45,3.2 9163 20.2 1026.0 74.0 1421.8 81.2 158.9 140 "t40 0.406 -35 0.438 49.1.9 9897 20.7 1136.4 14.0 1535.7 99.0 171.9 35 53:?.6 10652 25.2 1487.5 14.0 1652.8 UNLTD 185:3 ;403 0.469 35 56'3-0 11379 25.2 1589.1 14.0 1765.7 UNLTD 198.2' 40 0.500 35 605.1 12103 25.2 1690.2 14.0 1876.0 UNLTD . 211.2 ' •40 0.562 35 67'7.0 13540 25.2 1890.9 1.4.0 2107.0 UNLTD 237.0 --40 . 0.625 35 749.3 14987 25.2 2092.9 ].4.0 • 2325.5 UNLTD 263.1. 40 0.688 .35 821.0 16419 25.2 2293.0 1.4.0 2547.7 'UNLTD 289.2 .40 0.750 35 8913.8 17816 25.2 2487.9 ;4.0 2764.4 UNLTD 314.7 40 0.875 35 102:3.5 20590 25.2 2875.3 3x4.0 3194.8 UNLTD 366.0 ;4� 1.000 35 1165.5 23310 25.2 3255.2 14.0 361ft.9 -UNLTD 417.0• • ' MMETAL-w WELD MSPECIALTIESZ ' • • :. JDA •1. L.. �^I •J� _• . - 1 G� M-1,K'OJOQ N0. �� SNT.-.�.---.Or CALCULATEO'BY' S DATE CHECKED DYE_ _PATE SCALE REFERENCE M oM E,f- c-� e'n. G I t IS 5 '!=-O TZ. PI PES 1, ...32 Di DZ- ' �• ,may i `� •• .72 F� ((F %- 4 330 01F�) . �• . �': ,, Fb".•66?_r •f,_d,F (lF ls000 > •°/- > 330O/F • 'MI y: -,' ' /- (,5TItE55 . bCAP SxFb�1.33 IACMEASE) FY = • `}' F� CI!✓ �7-ft9 LARGER Of•) 23800 oto tl bao� _ �lF 6575 _ /r > IN 4 o/r) 3/% F ,415 M'tCAp = Fy C2S) e-CSTPSS5 INCREASE) X 1.'53. •DIA WALL FY s I Fb Mb CAP FV Mt CAP L max MT/FT .` :in in ksi. in3• in4 ksi ft k ksi ft k ft #/ft • 42 0.250 •35 340.2 7145 17.9 676.5• .14.0 1055.8 27.4 111.6 42 0.312 35 422.7' 8877 18.9 886.3 :14.0 1312_.8 47.6 139.1• 42 ' '0.3.44-.35.-. 465.0_.9765 19.4 L4.0 '1443.1 60.8 153.2) •42+ 0.37.5 .35 ' 505.8 10622 • _1001.0 19.9 1116.2 L4.0 1569'.6 75:4-166.9 32 •0.406 35 546.4 11474 29.4 1235,3 L4.0 1695.6 92.0 180'.6 '-' ;42 ' , 0.438'' 35 588.1 12350 20.9 1362.5 L4.0 1825.1 111.2 194.6 442 •0.469 35 628.3 13195 25.2 1754.9 . L4.0 . 1949.9 UNLTD 208.3..! •• _ _ ;42 0.500 35 668.4 14036 25.2 1866.8 L4.0 2074. 2 UNLTD 221.9 42 0.562 35 747.9 15706 25.2 2088.9 14.0 232.-,.0 UNLTD 249•.0.: .42. 0.625 35 828.0, 17388 25.2 2312-6 14.0 25J9.6 UNLTD 276.5' 42 0'688 35 907.4 19054 25.2 2534.2: :4.0 2815.8 UNLTD• 303.9. 3.750 •35' 984.7 20679 25.2 2750.4 L4.0 3055.9 UNLTD 330.8 '. +42 142 0.875 35 1138.6 23910 25.2 3180.0 .14.0 3533.4 UNLTD 384.,7 . 42 1.000 ' 35 1289.6 27081 25.2 3601.8 14.0 4002.0 UNLTD 438:4 :' ;PERMIT NO. 5357-75B P E M MH UTIL. PERMIT NO. OWNER a� CONTR. LOCATI 1 216 Estates Drive, Chico Temp. Power Pole. Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED (Date) Q ";V (Signature) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS ; BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing fsocr F Sewer Garage Fdn. Vents Fixtures Footings Garage Vents Water Htr. Stemwall Slab Prov. for physically handicapped Heaters Appliances Carport Footings Conformance of ex. structure Gas Piping & Test Temp. Gas Slab Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rough Reinf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framing Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final DATE 10— 7'0� —2 5 REMARKS OR CORRECTIONS )-,C �,� W Sf EC -'70" 4P54e-6 P�c COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Orovi Ile, California 95965 Tel ephgne: 534-4541 APPLICATION AND PERMIT ,�cl+icacn wu vca vl me laVuiuy UI Dulle W enter upun the above-mentioned prrooper�ty for inspection purposes. X Date1OZZLL7r Signature of Permitee or Agent Receipt No. L�,L��� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS BY yA Date ding permit expires Date BUILDING Owner SQ. FT. OCC. BUILDING VALUATION a o8 Mailing Address Telephone No. i replace . Contractor otal Valuation Mailing Address / &01,,/30 2 Permit Fee Plan Checking FeeVorPeo4ty (� — Telephone No 1414)01 -,9 3, Permit Fee -- icod Building Address PLUMBING No. @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 A. P. No.o �� �� 7,.z;2 p Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F&9f IA&4 SaRke+iefl Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Parcel Ma P 60' R/W ImprovementsLawn sprinkler system 2.00 Parcel Approval Plans Approval Permit Fee $ $ NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 Main service incl. 1 meter Additional meters, each 1,00 — Single Family 19 Duplex ❑ Mobil Home ❑ Others ❑ Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bal 0�a102 Receps., switches & fix outlets CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap, cooler, gar. disp. or D.W. 1.00 Air conditioner or heat pump Water pump P Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No.2S1:3 3 % Classification G 3 Misc. wiring ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. khave placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit .is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby 1, TOTAL PERMIT FEE $ ,�cl+icacn wu vca vl me laVuiuy UI Dulle W enter upun the above-mentioned prrooper�ty for inspection purposes. X Date1OZZLL7r Signature of Permitee or Agent Receipt No. L�,L��� White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF BLIC WORKS BY yA Date ding permit expires Date Si T,E ?4" Fort RP#t 640 -400 v�S pfula 'y CVJW4 : 66o MhNznw*,-P cT , ,Tc 3 cw o, GA 9S NIP ST*I-r cr'r0ool2. n�v�rc:Tti,:►s P.D. Oo L 7zo� Cki�o CA 9ssz-'? ASe.ar : G104*4 Rte-& 10&2 r6 AQP# og o -quo -o' r o Q` 7s NoRF��q qua foo S IOL YA44 SST $'9', 00, S,r)E 'PLA>v roa 4P4 cntio -4oa -O�Ss P►R- pe^Ty (S,JnM� : e -A yLl. + I AVLI) AA 'iDvWA7 660 MAOL)tA.r>j-FP (:1. SIAIT% 3 Ckic.o, CA 9S5�6 Ctii�o CA A�e►�i' 0.044 2ee� Af# oyo -y, a iz i ► I fR.c�o1CJ P I� ri I I Zoe Faem I t,r►,5L a I Z II � w � I I T � P i k3e,);c 'PA,?t-&j � liwti. Ma Sit-„ \ F"x,s?;N) I y ,PERMIT NO. 21093-76B.P,E PERMIT EXPIRES OWNER NEAL LEWIS ;CONTR. Holiday Pools ,LOCATION (A.P. 40-39-28 216 Estates Dr., Chico 1 i Sj �z Temp. Power Pole Called PG&E Temp. Elec. Serv/ Called PG&�E Temp. Gas Sedv. 1 Called P4E ' JOB FIN (Date) (Signature) a Mesh MlECHA AL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final �- DATE �T %� REMARKS OR CORRECTIONS Ito d --76 (?6 AJOa t 7- p K To C -o C,/ Z 101, 4F c is cQ o7 c At o Po2Du/ l:)F�. ?oe0P5l2 11"i0Z W 4 4,f_s OF P004,S Aw-b RE,C,E A �y7 b Aee/%. (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD a o Lam. BUILDING (Cont'd) PL BING Setback 7 -- Firewall Soil PipingI Forms - &, Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping ' Piers Roofing Sewer Garage Fdn. Vents Fixtures Footings Stemwai l Garage Vents Insulation Water Htr. Heaters Siab Carport Footings Prov. for physlcally handica edd Conformance of ex. structure Appliances Gas Piping Temp. Gas & Test Slab Final Sanitation Patio FIREPLA E Fin I _ Footings Footing ELECTRICAL IIs d C__. Throat Rough -A,' _2� Reinf. Steel s % Final Fixtures Bond Beam FIWSPRINKblERS Motors Framing Test Water Htr. Stucco Final 2111 1 Subpanels Mesh MlECHA AL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer Final Final �- DATE �T %� REMARKS OR CORRECTIONS Ito d --76 (?6 AJOa t 7- p K To C -o C,/ Z 101, 4F c is cQ o7 c At o Po2Du/ l:)F�. ?oe0P5l2 11"i0Z W 4 4,f_s OF P004,S Aw-b RE,C,E A �y7 b Aee/%. (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS .; 7 County Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION -AND PERMIT ele hone No. S A. P. No. OZZ _ 102 F, Zoning & Planning F to ire Dept. FireZone Use Permit EQAI Parking I Parcel arce a 60' R/W I Im r Plans Declaration P p overl3ents T c"I Parcel Approval PlonT-Approval NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Single Family ❑ Duplex ❑ Mobil Home ❑ Others 2 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. 90 9.32Z Classification_C- �5� I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for rkmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 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. tnit I Date Signa of Permitee or Agent Receip, o. White-D.P.W. 2'Yellow-Assessor — Pink -Inspector — Goldenrod -Applicant _ BUILDING -I SQ. FT. I OCC. I . BUILDING VALUATION Fireplace Total Valuation J�aC Permit Fee _ Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water pipingy Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee OwnerP/� PERMIT FILING FEE Mailing Address soov OR LESS 100 AMP OR LESS /cG EA. ADD'L 100 AMP Contractor OVER soov 100 AMP OR LESS Mailing Address EA. ADD'L 100 AMP � Ze p DWELLING OCCUP. & ACC. BLDGS. Building Address 216 /MULTI -OUTLET /l / .Z — ele hone No. S A. P. No. OZZ _ 102 F, Zoning & Planning F to ire Dept. FireZone Use Permit EQAI Parking I Parcel arce a 60' R/W I Im r Plans Declaration P p overl3ents T c"I Parcel Approval PlonT-Approval NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ Single Family ❑ Duplex ❑ Mobil Home ❑ Others 2 CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. 90 9.32Z Classification_C- �5� I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for rkmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 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. tnit I Date Signa of Permitee or Agent Receip, o. White-D.P.W. 2'Yellow-Assessor — Pink -Inspector — Goldenrod -Applicant _ BUILDING -I SQ. FT. I OCC. I . BUILDING VALUATION Fireplace Total Valuation J�aC Permit Fee _ Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water pipingy Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service soov OR LESS 100 AMP OR LESS Main service EA. ADD'L 100 AMP Main service OVER soov 100 AMP OR LESS Main service EA. ADD'L 100 AMP NEW CONST. ( OR ADDNS. DWELLING OCCUP. & ACC. BLDGS. NEW CONSTR. /MULTI -OUTLET $3.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 $3.00 5.00 2.50 25.00 1.00 G o Ex. Occup(o TLETS OR FIXTURES) 2@51400 Ex. Occup ( FIXED APPLNS. OR • OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 1 6.25 FEE FEE Permit Fee $ MECHANICAL F$3'00 FEE PERMIT FILING FEE Heating Cooli Ventilation Hood 2.00 Permit Fee $ r57- TOTAL S TOTAL PERMIT FEE $ YZ 17t This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF `P LIC WORKS BY Date �{-3 4' % i Iding permit expires Date 7 a � _ PERMIT N0. 3110-7 1B,P,E P E M MH UTIL. ,PERMIT NO. PERMIT EXPIRES OWNER John R. Smith m ' ' -i0ONTR. Owner LOCATION (A.P. 40-39-28 ) 216 Estates' Drive, Chico Y r Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB S — ^ 7 FINALED (Dater L/ (Signat _eL COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS. BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall —%s % Sol I Piping Forms l Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows G / S 3rd Floor Stemwall Siding To out —/b Slab Roof Sheathing Water Piping Piers Roofing --- Sewer Garage Fdn. Vents—- ­Fixtures / S Footings Gara e•Vent Water Htr. Stemwall Prov. for physically Heaters Slab handicapped Appliances Carport Conformance of ex. Gas Piping & Testes Footings structure Temp. Gas �- Slab • Final Sanitation Patio FIREPLACE Final Footings Footing ELECTRICAL Masonry Walls Throat Rou h G Reinf. Steel Final Fixtures 1 S Bond Beam FIRE SPRINKLERS Motors Framing — ` % Test Water Htr. Stucco Final Subpanels Mesh MECHANICAL Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Underground Interior Lath Ventilation Permanent Door Closer / — 7 Final — Final DATE REMARKS OR CORRECTIONS 501 K, COUNTY OF BUTTS '= ''DEPARTMENT OF PUBLIC WORKS 7 County Center Drive -.. .Oroville, Califbrrtia,95965 Telephone: 534-4541 APPLICATION AND PERMIT BUILDING Owner SQ. FT. OCC. ILDING VALUATION d Mailing Address � /1 \ C�C.J ab Telephone No. Fireplace Contractor 0 U,) N Total Valuation Mai I ing Address Permit Fee 10 31 0 0 Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ $ C Building Address PLUMBING No. @ FEE PERMIT FILING FEE $2.00 ,ap C Each Trap 1.50 5,00 Repair drainage or vent piping 1.50 Water piping 1.50 _S Each gas water heater or vent 1.50 A. P. No. "'3 ..-� Zoning 8 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F&Isl W. ire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking I Plans Parcel Declaration Parcel Ma p 60' R/W Im rovements p Lawn sprinkler system 2.00 11 Bldg. Plans Recd Parc proval P pproval Permit Fee $ �d $ i NEW ❑ ADDITION ® UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 ('ayd&,Oe 5P :,,41J4 6 p Main service incl. 1 meter Og r Additional meters, each 1.00 Sub -panel (12 or less) (more than 12) Single Family Duplex ❑ Mobil Home ❑ Others ❑ Range, Cook -top or Oven 1.00 Water Heater or Space Heater 1.00 Light fixtures bal dio � -0 Receps., s es & fix outl b S CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, ExA7­X1n`orF.A. Furn. Motor 1.00 Evap. cooler, gar, disp. or D.W. 1.00 Air conditioner or heat pump Water pump Mobil Home Facilities 5.00 Temp. Power Pole 5.00 License No. Classification Misc. wiring 1C I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ L WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 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 -m ti ed property f inspection rposes. Date J Signature of ermitee .,—A gen t eceipt No. 1Z�8_ White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant TOTAL PERMIT FEE $'3 61 Z5-0 This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated or above for which fees have been paid. DIRECTOR OFPJJBLIC WORKS Rv Date «' XIdingE permit expires Date................/..........�........ e: .1 PERMIT NUMBER _ B' 879-72 P yl. E A PERMIT EXPIRES (O a -7-3 OWNER John R. Smith CO N T R: Owner LOCATION (A.P. 40-39-28 ) 216 -Estates Drive, Chico A 0 s= h is k 11 J COUNTY OF BUTTE Department of°Public, Works BUILDING INSPECTION RECORD DATE REMARKS OR CORRECTIONS `J -/ U y 6cJ U S e .Wa 4.- 7 Z© �-� ulor��,' %� p %a Al s 4', Jo,,s 0'�' �� o v i�c✓ �- � �i�t ;r�� �., ti �/�.- a �� ,b Gor i � g 4.i a /l s ®� ,� r<e%0 ` OK c. 9-1 Q 0 4, P u 4— y 0 /a0 G u !� G✓L �� �. «hcCi k7-7-0 re s , )/7 -L'IV -'7 - " 72- Zoning Setback 6-11 -c4 2-/r Forms Foundation Piers & Girders Fireplace Z _ Rgh. Plumbing 00 Bond Beam Loth--& al .ter Rein. Steel Gas Piping & Test — - Found. Vents Framing 'D Plmg. Topout Rough Elec. - Z Wtr. Htr. ✓ Zr Furnace Kitchen Vent Firewall ' 2-- Garage Vents - Z. 7 Sanitation &Water ELECTRIC 2 Temporary 0'� GAS Try BUILDING ) Cert. of Occup. Final 7tT — Final fi ' IA` -7) Final DATE REMARKS OR CORRECTIONS `J -/ U y 6cJ U S e .Wa 4.- 7 Z© �-� ulor��,' %� p %a Al s 4', Jo,,s 0'�' �� o v i�c✓ �- � �i�t ;r�� �., ti �/�.- a �� ,b Gor i � g 4.i a /l s ®� ,� r<e%0 ` OK c. 9-1 Q 0 4, P u 4— y 0 /a0 G u !� G✓L �� �. «hcCi k7-7-0 re s , )/7 -L'IV COUNTY OF BUTTE —, 6EPA TMENT OF PUBLIC.WORKS 7 County Center Drive - Oroville, California 95965 Telephone: 533-1230, Ext. 259 ' APPLICATION AND PERMIT authorize representanves of the County of Butte to enter upon the above -m ion property for i pection p poses. r/ q010 X Date �1" 1 Y Signature of PP m,tee or A ent ceipt No. 7 `T 1 _ White-D.P,W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS ByDate G- 2-i Z 7�Building Permit Expires Date - 9- - Z BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailin ddress _ �_s Fireplace Contractor Total Valuation Mai I i ng Address Permit Fee Plan Checking Fee &/or Penalty Permit Fee $ Sd $ , &-0 Building Address PLUMBING No. @ FEE PERMIT FILING FEE J$2.00 a. ©O Each Trap q 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Q Each gas water heater or vent 1.50 A. P. No. Q - 3 Zoning Gas piping system 1 - 5 outlets 1.50 �, g Each additional outlet .50 Fire Zone Fire Dept. anitati Planning Building sewer 5.00 Plans Fees . C R/W Encroachment Lawn sprinkler system 2.00 NEW ADDITION ❑ OTHER ❑ Permit Fee $;V. 00 $:;zO , O ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 , 0 Main service incl. 1 meter Additional meters, each 1.00 Sub -panel (12 or less) ( ore than 1 , . USE OF STRUCTURE Single Family Duplex ❑ Others ❑ Range; dryer or water heater 1.00 Oven, Cook -top or space heater 1.00 , ev Q Light fixtures 0 , 3- Receps., switches & fix outlets rio Q CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: Hood, Ex. Fan or F.A. Furn. Motor 1.00 Evap. cooler, gar. disp. or D.W. 1.00 . 00 Air conditioner or heat pump Water pump Misc. wiring License No. Classification I am exempt from the Contractors License Laws of the State of California. Permit Fee$ Q $� j J, J Q WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of a�� l Workmen's Compensation Insurance. lecertify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 , p� Heating , p Cooling Ventilation Permit Fee co I certifythat I have read this application and state that the above pp information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby (State Fee for Str�rg Motion $0.07/$1000 Evaluation nate Fee for n n gMot $ /� `%J TOTAL PERMIT FEE $ "T authorize representanves of the County of Butte to enter upon the above -m ion property for i pection p poses. r/ q010 X Date �1" 1 Y Signature of PP m,tee or A ent ceipt No. 7 `T 1 _ White-D.P,W. — Pink -Inspector — Goldenrod -Assessor — Yellow -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS ByDate G- 2-i Z 7�Building Permit Expires Date - 9- - Z COUNTY OF BUTTE —4 DEPARTMENT OF PUBLIC WORKS 7 County Center Drive' — OroviIle, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT License No. Classificat I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 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 unty of Butte to enter upon the above -men ' n propert r i ction purpo es. X i Date71 Signature of .4 itee or Agent eceipt No.' 12- 64 White-D.P.W. — Yellow -Assessor — ink -Inspector — Goldenrod -Applicant _ BUILDING SQ. FT. T OCC. I BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, each Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven Water Heater or Space Heater Light fixtures Re ps., switches & fix outlets Hood, Ex. FanorF.A. Furn. Motor Evap. cooler, gar. disp. or D.W. Air conditioner or heat pump Water pump Mobil Home Facilities Temp. Power Pole Misc. wirinq Permit Fee MECHANICAL PERMIT FILING FEE Heating Cooling Ventilation Hood Permit Fee FEE $2.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 $3.00 2.00 FEE TOTAL PERMIT FEE $ D This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Dateg— 30 — Building 9 permit expires ate ............................................ Owner 4 9J/ Mailing Address 2-1 (a ^ if G i eC, I el phpne o.,. - 2a Contractor �J Mai I ing Address Telephone No. Building Address 71-14. ):;7-!5T!!�S Z 1/y A. P. No. 7 V cJ Zoning & Planning F Saaiiaiioa. Fire Dept. Fire Zone Use Permit EQA Parking Plans Parcel Declaration Parcel Ma p 60' R/W Im rovements p Bldg. Plans Recd I Parcel Approval I Plans Approval NEW ❑ ADDITION 2� UTILITIES ❑ OTHER ❑ Single Family Duplex ❑ Mobil Home ❑ Others ❑ CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: License No. Classificat I am exempt from the Contractors License Laws of the State of California. WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. 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 unty of Butte to enter upon the above -men ' n propert r i ction purpo es. X i Date71 Signature of .4 itee or Agent eceipt No.' 12- 64 White-D.P.W. — Yellow -Assessor — ink -Inspector — Goldenrod -Applicant _ BUILDING SQ. FT. T OCC. I BUILDING VALUATION Fireplace Total Valuation Permit Fee Plan Checking Fee &/or Penalty Permit Fee PLUMBING PERMIT FILING FEE Each Trap Repair drainage or vent piping Water piping Each gas water heater or vent Gas piping system 1 - 5 outlets Each additional outlet Building sewer Lawn sprinkler system Permit Fee ELECTRICAL PERMIT FILING FEE Main service incl. 1 meter Additional meters, each Sub -panel (12 or less) (more than 12) Range, Cook -top or Oven Water Heater or Space Heater Light fixtures Re ps., switches & fix outlets Hood, Ex. FanorF.A. Furn. Motor Evap. cooler, gar. disp. or D.W. Air conditioner or heat pump Water pump Mobil Home Facilities Temp. Power Pole Misc. wirinq Permit Fee MECHANICAL PERMIT FILING FEE Heating Cooling Ventilation Hood Permit Fee FEE $2.00 1.50 1.50 1.50 1.50 1.50 .30 5.00 2.00 $3.00 2.00 FEE TOTAL PERMIT FEE $ D This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Dateg— 30 — Building 9 permit expires ate ............................................ t r- SEP-14-2006(THU) 11:37 MGH ENTERPRISES (FAX)530 894 5158 P.001/001 -r Iv \ O bbQ "Vp �r4 , \o i LU� 12KVA DEM ?- i0 0 35e -Ir 5932 • Q� I o r\ A 4258 "r I LZ I y 10 ROTATE TO BUCK LL C N scs�c �➢ f '/A �b � I � P -- C-510 a MAP V4A, CHICO\ BUTTE 1105 � 55D=R-2576 C4 \ Q� APPLICANT TRENCH & INSTALL 1-3" UCT 57' PG&E: PULL 1 /DAXLT SERV CE 103' T �` 3671 w' EXISTING SIGNp w I 1 41� S AD LOREN Hook, Tiff an D: ADE 11�dDRE: SD: SUPV: Entler Avenue/5797 10 NOPF: REP: Jman Culbredh OTHER: 1GC3 PwR: Entler Avenue/5797210 sHT: slims 51UATE: • PACIFIC GAS AND ELECTRIC COMPANY pm:REV. 3052288A 1= 1 10>)' 08 30 D6 33LDG lA may. I � �`^M1M`11 � ..� _ ':fie .y-...a-4`ni.. � �' `-+^1.., �+..sr �r=�"i.+ ^"L.,�a+:.1"'v1-^-..`."Y-.. �. � r-...�.ffb"•,."?�.� n N RFI ELD I AVE <1 . I 1 41� S AD LOREN Hook, Tiff an D: ADE 11�dDRE: SD: SUPV: Entler Avenue/5797 10 NOPF: REP: Jman Culbredh OTHER: 1GC3 PwR: Entler Avenue/5797210 sHT: slims 51UATE: • PACIFIC GAS AND ELECTRIC COMPANY pm:REV. 3052288A 1= 1 10>)' 08 30 D6 6. Special inspections are to addition to the regular inspections performed by the Butte County: Building Division. Butte County inspection approval and sign -off is not'to be construed as authorization to proceed with work which obscures; covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ❑❑ Reinforced Concrete (Taking of test specimens, placeiment of reinforcing and placing'of concrete). Structural Masonry i High Stre gth Boltin Welding �It U;5 ? ; ❑ _ Bolts installed in Concrete ' ❑ Other: I I i S cele StTC ?tAo Fort 4P# (340 -400 -OS' Gkic.o, C.i} 9S5L6 STo'iT CriTQpo2 n Av�rt,:T'T.i,:•s Ko. 13ov- r)ZoS CHi�o c.�4 SS�iz? • A5e*-3Y : tt ow4 m-& ({3a� 3yZ-�z3S A P# oy o -quo –o�r 0 7s. _ NoRFouP Ava ft -c"6- ►4o SIOL yA44 Sa.T S Ar Y_ 1 A-10 'i 6. Special inspections are to addition to the regular inspections performed by the Butte County: Building Division. Butte County inspection approval and sign -off is not'to be construed as authorization to proceed with work which obscures; covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ❑❑ Reinforced Concrete (Taking of test specimens, placeiment of reinforcing and placing'of concrete). Structural Masonry i High Stre gth Boltin Welding �It U;5 ? ; ❑ _ Bolts installed in Concrete ' ❑ Other: I I i S cele StTC ?tAo Fort 4P# (340 -400 -OS' Gkic.o, C.i} 9S5L6 STo'iT CriTQpo2 n Av�rt,:T'T.i,:•s Ko. 13ov- r)ZoS CHi�o c.�4 SS�iz? • A5e*-3Y : tt ow4 m-& ({3a� 3yZ-�z3S A P# oy o -quo –o�r 0 7s. _ NoRFouP Ava ft -c"6- ►4o SIOL yA44 Sa.T S Ar Y_ 1 A-10 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX SPECIAL INSPECTION NOTE Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties and Responsibilities of the Special Inspector: 1 The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. I The special inspector shall submit a final signed report to the.Butte County. Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him, so inspections must also be made by the Butte County Building. Division 5. Any change in special inspection firms made after permit issuance shall be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is novo be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ® Reinforced Concrete (Taking of test specimens, placement of reinforcing and placing of concrete). ® Structural Masonry :% Structural Strength Bolting P11 Welding t ® Bolts installed in Concrete ® Other: Name of Special Inspection company: loft Fat PAPP -ay C>o>�� ; Cts i ® CA 9a z `) Af# ay o -quo -oAi r �p c� w c ROSSOVER, FRONT LEDGER I FDIC"-rT!-1 "I 5 AT 12" O.C. EACH XA-T-, 4 SIDES FOR V-5UILD � U � 3 a LU "I 4,a'-0" F4CE 5 SPACES AT 0'-0" _ 40'-0" 4'-011 4ANC�RAIL REAR MAINTENANCE PLATFORM SECTION A COLUMN SLOPE CONCRETE AXAi FROM COL. EWA cel %/ LIJ lll —1 Q Q - � Z IY 0 LH 1 CONCRETE CUE FOOTING; AL T I SATE CUE3E FOOTING DETAIL T415 DESIGN IS ADEOUATE FOR ALL PARTIAL FLAG COND I T IONS. FRONT MAINTENA� I=)LATFOR STR'INGE REAR LADE)ER BANE L (PEFR T,45LE) ELEVATION 1IAINTENANCE LADDER PLATFORM f=L,4N V f E �Al HMO ' S� -\ i-i>UN`\M,4IN I t-_N14NCE 5V -0 L —REAR LARD CROSS FRONT 1 A14WEf PLATFORM 1/2" 0 J f LEDGE 1/2" J l.-)LsL. 'L4X3X `/4LLVFOI FONT MAINTENANCE f'L ATFORM FRAME L 3 X 3 X 1/4 FOR REAR MAINTENANCE FL4TFOR 1 CRATE X AMICO EXPANDED METAL TRL I� LLDED ANGLES � 2,0 RSF GRATING FOR 2'-11/2" XIDE MAINTENANCE RL,4TFORM 3.14 PSF GRATING FOR 3'-11/2" XIDE MAINTENANCE FLATFORM DETAIL S 1N FACE SIGNCE METAL 5 E)EC< X/ (3) 1/2"0 A301 E30LTS I I RER URRI�4T I I �L�'1�lOOD -� � 11 - cy , XOOD 6TRI46rER 2 x (o— W/ (2) 1/2"� 4301 CARRIAGE 50LTS RER URRIG4T TI°-I(S PRINT IS TIE R'ROP F'T'�' OF METAL-XELD SFECALTIES, INC. IT 445 SEEN PROVIDED FOR PERMIT PURPOSE ONL`I'. i=ROFESSIONAL SEAL VALID ONL''I- X4EN FAE3RICATED 5'T' METAL-XELD SPECIALTIES, INC. ANT OTHER USE OR REPRODUCTION IS PR041E31TED XIT4OUT XRITTEN CONSENT FROM METAL-XELD SFECALTIES, INC. TO SUIT THE INDIVIDUAL LOC,4TION, T4I3 STRUCTURE MAT 5E ORDERED XIT4 T4E COLUMN ORIENTED TOX4DS EITHER END OF "V' (F,) 1124 4325 —� I TORSION OLTS (21/4" CTACiE ) X 12 x 14 T0R5I0N TO UPRIGHT CONNECTION SINCrLE FACE 4 E3AC< TO E34C< FRONT — LEE)GER �°AFfRO IST"'rLE `� C01570 r ?AAXP' 06-3o-0 5 1¢Is �.1 NOTES AND SPECIFICATIONS 9jT ch91p (APPLY UNLESS OTHERWISE NOTED ON PERMIT DRAWING)A. CODE - Z<Z>01 G8C K DESIGN WIND LOAD - 30 P ;F DESIGN }LIVE LOAD (3' 'VIDE FRONT AND 2' WIOE REAR MAINTENANCE PLATFORM) 20 PSF DESIGN DEAD LOAD - (SIGN FACES) -- 2.5 PSF su-rTE COUNTY STEEL ROLLED SECTIONS - ASTM A-36 13ULDING IDIVISION PIPE SECTIONS - ASTM A -53 B OR 252 GR 2 OR API -5['X. APPR ALL STRUCTURAL STEEL SHALL BE FABRICATED AND, ERECTED ACCORDING TO LATEST AISC SPECIFICATIONS AND STANDARD PRACTICE CONCRETE - MIN. COMPRESSIVE STRENGTH OF f'c - 3000 PSI @ 28 DAYS (150 PCF) 4" SLUMP (MAX.) (FOOTING DESIGN BASED ON 2500 PSI CONCRETE) 4.4. .L. COLUI`1N RIPE i SIZE (35 ,s % FOOTING-;; SIZE CUBE (L) (51-011 al -011 E' - 0" c1' - 0" `� - 0 cl - 0" q1- 0" - ,, q'_0" �'a0" N/A N/A N/A N/A N/A N/A N/A N/A FOR V - (W) a' - 0" al -0 11 a1_0 11 q1_0 If _ 0 �' - 0" q1_0 1 . �,-0„ 1:1'-0" q'-0" N/A N/A N/A - N/A N/A '' N/A N/A N/A N/A �U I L DEPTH 141-611 151-0 11 1&1-0 H 1G ' - O" 1-1 - O it 1I' - &" .1 �5' - &,-I l�ia0„ lq'-& 20'6t" N/,4 N/A N/4 N/A N/A N/A N/A N/A N/A REINFORCING. ASTM A-15 APED ,A-305 GRADE 40 DEFORMED (U:N.O.). PLACE REINFORCING PER ACI 318-92 AND CRSI STANDARDS. LAP SPLICES 30 BAR DIAMETERS. ASTM A-615 GRADE 60 DEFORMED (AS REQUIRED). WELDING RODS - ASTM A -233,:E-70 SERIES LOW HYDROGEN. WELDING PROCEDURE SHALL (,OMPLY WITH AMERICAN WELDING SOCIETY STANDARDS. SHOP WELDING TO BE PERFORMED BY CERTIFIED YIELDERS. STEEL SHALL BE PAINTED. DO NOT USE LEAD BASED PAINT. WOOD STRUCTURAL MEMBERS - ROUGH SAWN DOUGLAS FIR -LARCH #2 WITH Fb (REPETITIVE) - 1310 PSI BOLTS AND NUTS - REGULAR BOLTS SHALL CONFORM TO ASTM A-307. HIGH STRENGTH BOLTS SHALL CONFORM TO ASTM A-325. IN BEARING TYPE CONNECTIONS WHEN THREADS ARE NOT REQUIRED BY DESIGN TO EXCLUDED FRM THE SHEAR PLAOR WKING ISTALLATION WIL O NOT BE REQUIREDN GHTEONR BOLTSNPERNAITESIaC TURNEOFOTHE NIOUT MOT40Dp(1/3G OF A TURN INSTALLATION PAST A SNUG TIGHT CONDITION). ROUND OR SQUARE CAISSON FOOTING - EMBEDMENT DEPTHS FOR FOOTINGS DO NOT APPLY TO LOCATIONS WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE UNCOMPACTED FILL OR ORGANIC FILL EXISTS. DESIGN LATERAL SOIL PRESSURE PER UBC TABLE 18-1-A FOR CLASS 5 SOIL (CLAY ,SANDY CLAY) IS 200 #/FT 2/FT (ALLOWABLE LATERAL SOIL PRESSURE HAS A FACTOR OF 2) EXTEND COLUMN PIPE TO BOTTOM OF FOOTING ' (3" CONCRETE. COVER REQ'D). THE ERECTOR SHALL VERIFYALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE ERECTION AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ERECTORS SHALL NOTIFY ENGINEER IF STRUCTURE IS LOCATED NEAR BUILDINGS. SHALL MEET C THE ABOVE NOTES AND SPECIFICATIONSR EXCEED ALL STATE AND LOCAL CODE= REQUIREMENTS BEFORE ERECTION. THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE' FABRICATION OR ERECTION OF THIS STRUCTURE. , ROUND CUBE FOR �/ DIA. DEFT4 (U (W) DEPTI!, 51-011 3&,p X .315 4'-0'' 2 ci' - 0" 01-0 11 51-0 11 15' - ro" 101-01i aroO X 3-15 -4'- 0" 301-01 a' - 0" 51-0 If 1 ro'@ " 151-011 3r0 � x 315 4'- 0" 311-0 11 C�' - 0" 51-0 11 1Go' - ro" 2 0' - O" 3(o � X 40(0 4'-0" 321-G, " 101-0 H 5'-0" 16 ' ffi e?'t „ 25'- O 3�� x .43� 4,_011 331-01111 �0 „ „ � -� „ 301-0 3& cP x .4G � 4'- 0 341-0 11 1 12 - 0 (0- 0 1 m & 35' - O" 30 ,� x 500 4' - 0" 351-011 12'- O° &1_011 1 1' - 0" -40'- 0" 3e? 4, x 5e? 2 4'- 0" 3&1-011 121-0" &1-0 11 11 ' - G " 451-0" 3rod, x .5rq2 4 -0 1 3-1 - O & �0 ti: . . 1�"-� ' 0'-0" 300 x .to2� '-O" 3a' -G " 12-0" 6'-0" 1ci'-0" 5�'-0" 400 x .5&2 5'-0" 34'-G" 12'-0" &'m0" 1�'-Ga" (001-0 -400 x 502 5' - 0 351-& " 12'- 0 ro' - 0" 20'-0 r05'-0" 400 x .625 5'-0" 3(0'-&" N/A N/A N/A CUSTOMER 30 PSF WIND 200 PSF/FT SOILS 14 x 48 FULL FLAG BACK TO BACK & 30' `+/—BUILD PAINT DR. CH. DKT SL HOLE SIZE DATIE: 01 /23/01 JOB NO. SHEET NO. O 7O -.O 1 O F 2 -10'-0" 400 x .&25 S'-0" 37'-&" N/A N/A N/A SIGN LOCATION 151-0 404) x aE 5'- O" 3a' - r" N/A N/A N/A a0'®0" 400 x (o a,5 5'-0" 31:�'-0" N/A N/A N/A In M ETAL WELD [USPECIALTIESZ 8137 N. 83 Ave Peoria, 85345 623-979-1117 Fax 623-- 979-9722 Seven Waterfront Plaza, Suite 400 500 Ala Moana Blvd. Honolulu; HI 96813 808-526-4113 Fax 808.522-9490 a - Oil40d� X .150 5 -O 40'- 0 N/A N/A N/A qO' - O" 40 x 3-15 5'-0" 41'- 0" N/A N/A N/A ��' ®0" 40,P x .P -15 5'-0" 41' - r0" N/A N/A N/A 1001-011 400 x _�-f 5 5'- 0" 42' - &" N/A N/A N/A ,411 2'-1 1/2.1 5r4 11 NANG RA I L L 3 x 3 x 1/4 W/ (2) 1/24 A-301 II II REAR LEDGER X & x '� REAR MAINTENANCE i� FLATFOR"'I II > II II 1 I 1 U�RIGNT STRINGERS L3p�x3x 1/4 �' - `I" t -1,4x. U � I I II X it SIGN FACE I I I I X OPTIONAL REAR t'l.41NTENANCE I 1 I I RLATFOR1„1 I I SEE AFRON ST'A'LE TORSION MAINTENANCE I _ FLATFORM X41 I I i {4 it I II II' &" 21-11/2'' &" HANG RAIL L 3 x 3 x 1/4 W/ (2) 1/24> 4-301 PER UF:RIGNT 1R&x� FRONT LEDGER 1/2" 3'-11/2 -1/8" 1'_6. 1'm�n 111/8" 1'-0" 3'-11/2" 11/2" 11� RACE L 5 x 3 x 1/4 1" 1/2" SECTION 5 TORSION RIFE 304) x 0.301 «� 35 psi) URRIGNT L 3 x 3 x 1/4x43/4" W/ (2) 1/2"0 4325 BOLTS EA. LEG m DETAIL G r /11 iif h ')" Sl 1/4 i I GUSSET FE 1/2 Ti P. C1(o) REO'D. I I I COLUMN RIFE (RIFE SIZE 45o PER TA15LE) COLUMN_ TORS ION CONNECTION rz 1 5EE GTIC7N K (12) 11/24) A325 SOLTS GUSSET If 1/2 (0) RE01). REAR LEDGER L3 x 3 x 1/4 x 43/4" X/ (2) 1/2"fi 4325 E50LTS EA. LEG 11/% 411/8 DETAIL E (a) 1/2 " d 5OLTS L 4 x 3 x 1/4x4' LLv1 W/ (2) 1/2"4 5OLTS n I m 4 ,L r z MAI EI m m � MMOM HANG RAIL L 3 x 3 x 1/4 W/ (2) 1/2 ,� A-301 FER UFRIGNT � A325 31/2 ° GA. ZDER 2 r RR(GNT TRINGER 3 x 3 x 1/4 " � n � n 1i1+ x W/ (2)1/2`4P A325 F5OLTS EA. LEG DETAIL H REAR LEDGER TORSION -1IN. ATE CoutM 3WLDING X101'4 APPROVW FkN'igW MlKIC1111111€41I I1w, _. 11. Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX SPECIAL INSPECTION NOTE Special Inspections — Uniform Building Code section 1701: In addition to the inspections required by Section 108, the owner or the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Section 1701.5. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. Duties ltnd Responsibilities of the Special Inspector: 1 The special inspector shall observe the work assigned for conformance with the approved design, drawings and specifications. 3 The special inspector shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies shall be brought to the irnmedia_te attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a final signed report to the Butte County Building Division stating whether the work requiring special inspection was, to the best of his knowledge, in conformance with the approved plans and specifications and the applicable provisions of this code. 4. The special inspector shall advise the contractor that Butte County Building Division inspections cannot be delegated to him, so inspections must also be made by the Butte County Building. Division 5. Any change in special inspection firms made after permit issuance shalt be approved by the Butte County Building Division prior to the new firm performing any inspections. 6. Special inspections are in addition to the regular inspections performed by the Butte County Building Division. Butte County inspection approval and sign off is not to be construed as authorization to proceed with work which obscures, covers or otherwise prevents proper special inspection. Special Inspection is required for the following items: ❑ Reinforced Concrete (Faking of test specimens, placement of reinforcing and placing of concrete). �❑ Structural masonry Q High Stre 9t In Bolting 'Welding 1L. ® Bolts installed in Concrete ❑ father: Name of Special Inspection company: lofI &561x1 ��lk=k. nnr W r _JI SITE eptAyo F.3f, Rpm c3go 400 6FrQ /AAAYP-Ar>,7rP Cl- , rs,�,tTL 3 C> ,iuo , C.A ' I L V. Chs i L ® CA cf ss z-,1 Af# oy o -yoo --oar ---- ._._NofZFicup fives foo xioL YA44 hc,K. x,101 5°9l B I I i yAW> wky mv_ I c1fROS5O\/EfR FfRONT LEDGEF, #5 AT 12" O.C. EACH W AT, 4 SIDES POR V-5UILD C) X FONT MAINTENANCE F='LATFCF,t-1 - 1h CU F-Cf;R 5/5 t (W EDEF=TI-j a, -Oil c5' -O" 14'- (oil 7N 200 PSF/FT SOILS q'-0" 5'-0" fro'-/ll 101-011 7 k4,4NGfR,4 I L I �NriTI4 "L" COLUI-IN ,5LC)F:'E CONGfRETE AWAi FOM COL, -------- --- 40' 0" F4CE 5 SFACES AT 0'-0" = .40'-011 EA MAINTENANCE w CONCRETE CUBE PCOTING ALTEfRNATE CU5E- f=00TING [DETAIL - 48'-C" PAC_E: fREAR MAINTENANCE FL,4TF-OF,M A "w, ft�wl f= L AN V HEE 1,^4- 5ACr"-, TO 5AC-'r-, PANEL � I &_ . . X ==k= p - . I R ON _: L�f A I N T E N N C E f;REAR LADDEfR CfR0SS0\/ER FONT — M,4INTEN,4NG1E F=LATFOfRM METAL -WELD S�'ECIALTiE\13/ INC. IT 1-4,4S E3EEN f=f;RO\,/IDED FOIR RE MIT f=UfRFOSE ONLY-, FiROFESSIONAL SEAL VALID ONLY WHEN F45FRIC-4TED EYE' METAL -WELD SPECIALTIES, INC. AN'T- OTHEIR USE OIR FREf=fRODUCTION 15 FFOHIBITED �ITHOUT WRITTEN CONSENT FF,0>- t,,l � -r A I I I = I T---, (_- =o ­ I A I -r I t-- l!- 1, 1- A it COLUMN (0) 1/2� A325 LADDER —TOfRSION BOLTS (21/4" r-5,4GE) W 12 x 14 TORSION TO UPRIGHT CONNECTION SlNeLE FACE $ 5ACr'<,` TO FOOT INCA SIZE CU F-Cf;R 5/5 t (W EDEF=TI-j a, -Oil c5' -O" 14'- (oil 151-01, 200 PSF/FT SOILS q'-0" 5'-0" fro'-/ll 101-011 7 Irol-011 111-011 0 > 12'-0'I LLj (L 101-(Oif LLI 0 LL 12'-0" rol-011 1-11-611 LLI &1-011 lal-roll 12-0It Z 1q' -O 12'-0" &'-Oil 1:--f'-Ga, 12'-01f Z 20'-011 N/14 N/A N/A N/14 LL N/A CONCRETE CUBE PCOTING ALTEfRNATE CU5E- f=00TING [DETAIL - 48'-C" PAC_E: fREAR MAINTENANCE FL,4TF-OF,M A "w, ft�wl f= L AN V HEE 1,^4- 5ACr"-, TO 5AC-'r-, PANEL � I &_ . . X ==k= p - . I R ON _: L�f A I N T E N N C E f;REAR LADDEfR CfR0SS0\/ER FONT — M,4INTEN,4NG1E F=LATFOfRM METAL -WELD S�'ECIALTiE\13/ INC. IT 1-4,4S E3EEN f=f;RO\,/IDED FOIR RE MIT f=UfRFOSE ONLY-, FiROFESSIONAL SEAL VALID ONLY WHEN F45FRIC-4TED EYE' METAL -WELD SPECIALTIES, INC. AN'T- OTHEIR USE OIR FREf=fRODUCTION 15 FFOHIBITED �ITHOUT WRITTEN CONSENT FF,0>- t,,l � -r A I I I = I T---, (_- =o ­ I A I -r I t-- l!- 1, 1- A it COLUMN (0) 1/2� A325 LADDER —TOfRSION BOLTS (21/4" r-5,4GE) W 12 x 14 TORSION TO UPRIGHT CONNECTION SlNeLE FACE $ 5ACr'<,` TO FOOT INCA SIZE CU F-Cf;R 5/5 CLQ (W EDEF=TI-j a, -Oil c5' -O" 14'- (oil 151-01, 200 PSF/FT SOILS q'-0" 5'-0" fro'-/ll 101-011 51-011 Irol-011 111-011 0 1&I-GII 12'-0'I 61-011 101-(Oif 12'-011 61-011 III -Oil 12'-0" rol-011 1-11-611 121 -Oil &1-011 lal-roll 12-0It 0-011 1q' -O 12'-0" &'-Oil 1:--f'-Ga, 12'-01f 01-011 20'-011 N/14 N/A N/A N/14 N/A N/A N/14 N/4 N/4 N/A N/A N/4 N/A N/A N/A N/A N/A N/4 N/A N/A N/14 N/4 N/A N/A WOOD ST W/ (2) 1/2`� 50LTS �E 1/2" 0 j f LEDGE FRAME , L 4 X 3 X 1/4 LLV FCF, FFRONT MAINTENANCE FLATr-CFM FFRAME L 3 X 3 X 1/4 F=OfR REAR MAINTENANCE FL,4TFORM II GRATE X AMICO EXPANDED I METAL WELDED ANGLES T 2,0 FSF GIRAT ING FOfR 2'-11/2 11 WIDE MAINTENANCE FLATFOFRM 3.14 FSF GiRATING FO IR 3'-11/211 WIDE MAINTENANCE F:1LATr-CIRM DETAIL SIGN FACE SIG DACE — METAL a" DEC,< :/ (3)A/2 AaO'7 E30LTS FES UICHT II � , C 61570 °00 30 05 NOTES AND SPECIFICATIONS 'CIV 4 APPLYUNLESS U1r1LNVV1�)L AUILU ON PERMIT DRAWING) OF CODE DESIGN WIND LOAD 30 FSF DESIGN LIVE LOAD (S WIDE FRONT AND 2' WIDE REAR MAINTENANCE PLATFORM) 20 PSF DESIGN DEAD LOAD - (SIGN FACES) -- 2.5 PSF BU77E COUNTY STEEL - ROLLED SECTIONS ASTM A-36 BUILDING DIVISION PIPE SECTIONS - ASTM A-75�, B OR 252 GR 2 OR API -5[:.X. ARM VE ALL STRUCTURAL STEEL SHALL 3E FABRICATED AND ERECTED.GAT ACCORDING TO LATEST AIDC S tsAN STANDARD PRACTICE CONCRETE - MIN, COMPRESSIVE STRENGTH OF f' c ' - 3000 PSI @ 28 DAYS (150 PCF) 4" -)LUMP (MAX.) (FOOTING DESIGN BASED ON, 2500 PSI CONCRETE) REINFORCING: ASTM A-15 AND A-305 GRADE 40 DEFORMED (U.N.O.). PLACE REINFORCING PER ACI 318-92 AND CRSI STANDARDS. LAP SDLICES 30 BAR DIAMETERS. ASTM A-615 GRADE 60 DEFORMED (AS REQUIRED). WELDING RODS - ASTM A-233 E-70 SERIES LOW HYDROGEN. WELDING PROCEDURE SHALL COMPLY WITH AMERICAN WELDING SOCIETY STANDARDS, SHOP WELDING TO BE PERFORMED BY CERTIFIED WELDERS. STEEL SHALL BE PAINTED. DO NOT USE LEAD BASED PAINT, WOOD STRUCTURAL MEMBERS ROUGH SAWN DOUGLAS FIR -LARCH #2 WITH Fb (REPETITIVE) - 1310 PSI BOLTS AND NUTS - REGULAR BOLTS SHALL CONFORM TO i\STM A-307. HIGH STRENGTH BC)LTS SHALL CONFORM TO ASTM A-325. IN BEARING TYPE CONNECTIONS WHEN THREADS ARE NOT REQUIRED BY DESIGN TO BE EXCLUDED FROM THE SHEAR PLAN OR WORKING IN TENSION, INSPECTION PRIOR TO OR DURING INSTALLATION WILL NOT BE REQUIRED. TIGHTEN BOLTS PER AISC TURN OF THE NUT METHOD (1/3 OF A TURN PAST A SNUG TIGHT CONDITION). ROUND OR SQUARE CAISSON FOOTING - EMBEDMENT DEPTHS FOR FOOTINGS DO NOT APPLY TO LOCATIONS WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE UNCOMPACTED FILL OR ORGANIC FILL EXISTS, DESIGN LATERAL SOIL PRESSURE PER UBC TABLE 18-1-A FOR CLASS 5 SOIL (CLAY SANDY CLAY) IS 200, #/FT 2/FT (ALLOWABLE LATERAL SOIL PRESSURE HAS A FACTOR OF 2) EXTEND COLUMN PIPE TO BOTTOM OF FOOTING (3" COICRETE COVER REQ'D). THE ERECTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE ERECTIQN AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ERECTORS SHALL NOTIFY ENG NEER IF STRUCTURE 1S LOC)ATED NEAR BUILDINGS. THE ABOVE NOTES AND SPECIFICATIONS SHALL MEET OR E',CE"D ALL STATE AND LOCAL COD[--- REQUIREMENTS BEFORE ERECTION. THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR ERECTION OF THIS STRUCTURE. CUBE FO fR %/-E3WLD (L) (k) DEATH a, -Oil c5' -O" 14'- (oil 151-01, 200 PSF/FT SOILS 01-0 0-011 q1_011 q1_01 Irol-011 cil-Oil Cil -01 1&I-GII q1_011 METAS ' III - 011 BACK & 30' V—BUILD Oil III-6il cl I - Oil 1711-011 101-611 Oil 1�1-0,1 1,51,-0" q1_011 ";I I - Oil 1 c9l - roll N/14 N/Al N/A N/ A N/A N/A N/A N/A. N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/41 N/A N/A N/A N/A N/4 N/A N/4 1/2" 0 j f LEDGE FRAME , L 4 X 3 X 1/4 LLV FCF, FFRONT MAINTENANCE FLATr-CFM FFRAME L 3 X 3 X 1/4 F=OfR REAR MAINTENANCE FL,4TFORM II GRATE X AMICO EXPANDED I METAL WELDED ANGLES T 2,0 FSF GIRAT ING FOfR 2'-11/2 11 WIDE MAINTENANCE FLATFOFRM 3.14 FSF GiRATING FO IR 3'-11/211 WIDE MAINTENANCE F:1LATr-CIRM DETAIL SIGN FACE SIG DACE — METAL a" DEC,< :/ (3)A/2 AaO'7 E30LTS FES UICHT II � , C 61570 °00 30 05 NOTES AND SPECIFICATIONS 'CIV 4 APPLYUNLESS U1r1LNVV1�)L AUILU ON PERMIT DRAWING) OF CODE DESIGN WIND LOAD 30 FSF DESIGN LIVE LOAD (S WIDE FRONT AND 2' WIDE REAR MAINTENANCE PLATFORM) 20 PSF DESIGN DEAD LOAD - (SIGN FACES) -- 2.5 PSF BU77E COUNTY STEEL - ROLLED SECTIONS ASTM A-36 BUILDING DIVISION PIPE SECTIONS - ASTM A-75�, B OR 252 GR 2 OR API -5[:.X. ARM VE ALL STRUCTURAL STEEL SHALL 3E FABRICATED AND ERECTED.GAT ACCORDING TO LATEST AIDC S tsAN STANDARD PRACTICE CONCRETE - MIN, COMPRESSIVE STRENGTH OF f' c ' - 3000 PSI @ 28 DAYS (150 PCF) 4" -)LUMP (MAX.) (FOOTING DESIGN BASED ON, 2500 PSI CONCRETE) REINFORCING: ASTM A-15 AND A-305 GRADE 40 DEFORMED (U.N.O.). PLACE REINFORCING PER ACI 318-92 AND CRSI STANDARDS. LAP SDLICES 30 BAR DIAMETERS. ASTM A-615 GRADE 60 DEFORMED (AS REQUIRED). WELDING RODS - ASTM A-233 E-70 SERIES LOW HYDROGEN. WELDING PROCEDURE SHALL COMPLY WITH AMERICAN WELDING SOCIETY STANDARDS, SHOP WELDING TO BE PERFORMED BY CERTIFIED WELDERS. STEEL SHALL BE PAINTED. DO NOT USE LEAD BASED PAINT, WOOD STRUCTURAL MEMBERS ROUGH SAWN DOUGLAS FIR -LARCH #2 WITH Fb (REPETITIVE) - 1310 PSI BOLTS AND NUTS - REGULAR BOLTS SHALL CONFORM TO i\STM A-307. HIGH STRENGTH BC)LTS SHALL CONFORM TO ASTM A-325. IN BEARING TYPE CONNECTIONS WHEN THREADS ARE NOT REQUIRED BY DESIGN TO BE EXCLUDED FROM THE SHEAR PLAN OR WORKING IN TENSION, INSPECTION PRIOR TO OR DURING INSTALLATION WILL NOT BE REQUIRED. TIGHTEN BOLTS PER AISC TURN OF THE NUT METHOD (1/3 OF A TURN PAST A SNUG TIGHT CONDITION). ROUND OR SQUARE CAISSON FOOTING - EMBEDMENT DEPTHS FOR FOOTINGS DO NOT APPLY TO LOCATIONS WHERE WALLS OF THE HOLE WILL NOT STAND WITHOUT SUPPLEMENTAL SUPPORT, OR WHERE UNCOMPACTED FILL OR ORGANIC FILL EXISTS, DESIGN LATERAL SOIL PRESSURE PER UBC TABLE 18-1-A FOR CLASS 5 SOIL (CLAY SANDY CLAY) IS 200, #/FT 2/FT (ALLOWABLE LATERAL SOIL PRESSURE HAS A FACTOR OF 2) EXTEND COLUMN PIPE TO BOTTOM OF FOOTING (3" COICRETE COVER REQ'D). THE ERECTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD BEFORE ERECTIQN AND NOTIFY ENGINEER OF ANY DISCREPANCIES. ERECTORS SHALL NOTIFY ENG NEER IF STRUCTURE 1S LOC)ATED NEAR BUILDINGS. THE ABOVE NOTES AND SPECIFICATIONS SHALL MEET OR E',CE"D ALL STATE AND LOCAL COD[--- REQUIREMENTS BEFORE ERECTION. THE UNDERSIGNED ENGINEER WILL NOT SUPERVISE THE FABRICATION OR ERECTION OF THIS STRUCTURE. 30 PSF WIND CUSTOMER 200 PSF/FT SOILS SIGN LOCATION 14. x 48 FULL FLAG METAS ' BACK TO BACK & 30' V—BUILD W S P E I T[ S DR. IDKT PAINT CH. SL z 8137 N. 83 Ave Peoria, AZ 85345 HOLE SIZE DATE: 623-979-1117 Fax 623-979-9722 01/23/01 Plaza Seven WaterfrontSuite 400 JOB NO. SHE�E_TNO. 500 Ala Moana Blvd Honolulu, HI 96813 808-526-4113 Fax 808-5.22-9490 .0170-01 1 OF 2 �4" 2'-1 1/2" 5!4" H,4NC:I: F,,4 I L L 3 x 3 x 1/4 W/ (2) 1/2(P A-301 QEF, UF:'IC�NT --\ II li f;RE,4F, LEDGEfR W 6 x q STRINCES L 3 x 3 x 1/4 5' M4X: � I I N II X SIGF,4CE I I � X OPTIONAL RE,4fR MAINTENANCE I I F'L�TFO�M I SEE AFfRON ST'I'LE Z i O M,4INTEN,4NCE — i - F=L4TFOfRM m MAINTENANCE I� �L�TFOI�M <1 II > LH Q LL G " 2'-1 1/2" &II k4,4NC;; RA I L L 3 x 3 x 1/4 W/ (2) 1/2,P -301 F'EF, UFFIr-:�NT fz,D,4CE L 3 x 3 x 1/4 S INGEIRS L3 3x 1/4 I I 5'- a' AX. I I fRE M NTEN,4NCE J I I I I I I ATFORM T T F, m I I I I I + I L4x3k 1/4 LLH 1 MIN. I I i � T' I I I _ 'ice. 3/lro I + i I � I I I SI I � vLL I I TRUSS I I ASSE1-1 LT' I I I OFTION4L RE4R I X I M,4INTENANCE f I FLATF0fRM SIGN FACE I VAF:'fRON IISEE STSM,4INTENANq PL,4TFO M1 11 i f I 1 I I I (3) 1/2 1 4325 E3OL TS I 71 N m I TOIL ION G x 19 W to x FONT FFRONT LEDGE LEDGEi;� 1/2" 31-11/2" 1'-�" 11 '51AI'm-b1'-to 11-1/8 1'-6" 3'-1 1/2" 11/2" 11/2" 31-11/2" 11-c� 3/4" SECTION THUH E3AC< TO 5AC< SIGN 1%2"(� J E5OLT EAC14 SIDE-UFFRIG-IT-Uf=f;ZC�4T OE PLTFOM I Uf=fRIC-ANT AV M,4INTEN,4NCE �— L3 x 3 /4 x 4 3/4" I II PLATFORM I W/ C2 2''4) 4325 11/S I 11/a FFRAME O SEA. LEG L 3 x 3 x 1/4x43/4" II W/ (2) 1/2"� 4325 E30LTS d E�4. LEG ;Q AT INCA = i � m� TOf 30� (F� 9 s Fm ' , I - f;RE,4FR LEIDGEfR __—______ -L3 x 3 x 1/4 x 43/4" ri, W & x FONT LEDGE W/ (2) 1/2"c� 4325 1" 1/2" SECTION [DETAIL ID GUSSET f�E 1/2 C1�� PEO'D. I i I COLUMN PIPE (f=IFE SIZE 450 FEF, TABLE) CCL LIMN _ TS I ON CONNECTION 4 Q C JL b SECTION K (12) 11/2 4325 E3OLTS GUSSET E 1/2 (5) IREO'D. 5OL TS E4. LEG DETAIL L 4 x 3 x 1/4x43/4 LLV W/ (2) 1/2'� A2 E3OLTS 41/2" 2'-1 1/2" 1112" �4 4Nr-:; f;�,4 I L L 3 x 3 x 1/4 W/ (2) 1/24, A-301 PES UI�i�IC�I�T i M4INTENANCE LATFORM TYF. I II W ro x - SIGN CE I I II C STI,INGE L 3 x 3 x 1/ U 5' - ci" MIAX. � I U- X OPTIONAL FREAF, MAINTENANCE PLATFOFM I i I I W x I ='FREADER SEE 4f=fR N 12 x 2 r ST''LE ZIM O LM,4IN/NAEFLAT m I W (0 x C9 FR NT _ D LEDGE 11/2 -11/2 117/0" 1'-2" zL,,/ LIU FF'51N(;;77 t- IP 4325 31/2'' G'4. %DEF 26 PIC-s1=1T ,TiRINC�EfR 3x3x 1/4 .L3x3x 1/4x43/4" W/ (2)1/2"4) A325 E5OLTS EA. LECA MP T.AI1 �4 FREAF, LEDCaE X PE,4 LEDC-TEF, TOPS I ON STRINGER L 3 x 3 x 1/4 W/ (2)' 1/2"41 4325 E3OLTS " MIN. C 01070 tI j i •i L� EXP. 0(3-30-0,13 tp BUTTE COUNTS BUILDING DIVISION °xC,Ao a APPROVED- : CUSTOMER 30 PSF WIND 200 PSF/FT SOILS SIGN LOCATION 14 x 48 FULL FLAG BACK TO BACK & 30' V—BUILD MMETAL—WELD U PAINT DR. CH. MSPECIALTIESZ DKT SL 8137 N. 83 Ave Peoria, AZ 85345 602-979-1117 Fax 602-9,7HOLE SIZE DATE: 01/23/01 9-9722 Seven Waterfront Plaza, Suite 400 JOB NO. SHEET NO. 500 Ala Moana Blvd. Honolulu, HI 96813 01,70-01 2 OF 2 808-526-4113 Fax 808-522-9490