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030-102-047
030-102-047 PERMIT#97-1524 BERT, Paul & Reba ✓�, 1766 16th St., Oroville./// 9//Q�n Mobilehome Utilities / / ELECTRIC 7.O c� 0 - GAS LINE COMPACTION TEST REQ SUPPORT STRUCT REQw 030-102-047 PERMIT#97-1525 BERT, Paul -& Rebar 1766 16th St., Oroville Mobilehome Installation� %� 030-102-047 99-1172/ BERT, Paul J. 1766 16th Street, Oroville I Cow: Owner /. a / Shop r'" /a 1141 qq 030-102-047 02-2140 BERT, PAULA 7P%p,(tyG_/��OZ 176616TH ST., OROVILLE / AWNING - MH k? Lt RESIDENTIAL k� PERMIT NO. } 030-102-047!. ,^ 02-2140 BERT, PAUL 176616TH ST., OROVILLE AWNING - MH 11 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER F t"JOB FINALED Date Signature i CHECKED BY = OK = M:)t OK = N:)tReadyable 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 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME -INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. 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 DEC S, COVERS, CARPORTS, GARAGES (Plans) OK except #'s *.1 Zo. ing Requirements -Setbacks -Easements 3. 4. ootings; Soils -Size -Depth -Spacing -Connectors -Steel Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 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- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 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 Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 11. Water Pipe; Test -Anchors -Regulator -Service Test Siding -Nailing Veneer 12. Electric Underground Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 13. Plenums & Ducts; Clearance -Material -Support -Ins. Glazing Area -Glass Protection -Skylights -Plastic 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation - 62. 16. Insulation 63. Infiltration -Walls -Windows Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 23. Fire Sprinkler; Test 71. Fireplace or Stove, Clearance -Hearth Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 25. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 26. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 27. Romex Installed Close to Edge of Studs & C.J. Plb.; Elec. & Mech. Equip. Listed for Location 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 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 Al Insulated Neutral O Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 85. 35. Smoke Detector 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 91. 37. Vent Fan, Exhaust above insulation 92. 38. Condensate Drain & Overflow, Size & Grade 93. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 94. 40. Attic Access & Platform if Furnace in Attic Date Address Posted Card B-1 Date Card B-1 Date Fire Sprinkler Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Date 41. Sills Proper Materials & Anchors Date 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound Comments at Final: 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 D Yes 0 No/Walks O Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT'S ��' ASSESSOR PARCEL NUMBER C 030n102nM7 ZONING AR BUILDING PERMIT OWNER IM TELEPHONE ZQ_1Q� SQ. FT. OCC. BUILDING VALUATION CCIV 8.00 OWNEAS MAID ADDRESS CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 4W.00 ARCHITECT OR ENGINEER LICENSE NO. Fee $ 20.00 —Filing Permit Fee $ 72. W " ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $46,80 BUILDING ADDRESS 1766 IM M, � � Energy Plan Checking Fee $ $ - - PERMIT FEE $ 136.MQ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome m Other SPECIFY 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: AMING - MH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G I W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: l . I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A To I000A 46.00 NEW CONST. OWEWNG OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3.5QFT; RMULT ESINEW D. I.OUIT r @7.50 APPARATUS a SINGLE OUTLET CIR. 20 EX. OCCU . OUTLET OR FIXTURES 0''•50 BAL @ .50 UNS Ex. Occu . oFlx„T,EETSS a oEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. i My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 0 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X � . � ) sir, Date A $ u o G 2 Signature of Applicant - Owner ❑ Contractor ❑ Agent ..1 An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 138.80 HAz. D FEESIMP ....... OD CDF PARCEL ��., PD HD ISSU 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. a. By Datef- %, / 7— PERMIT EXPIRES ON Date r ReceiptNo. 360897 $138.80 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 nP�RapIT�v0• (Fev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER OK -109-047 ZONING AP BUILDING PERMIT OWNER "EIT L YIEMPHONE SO. FT. OCC. BUILDING VALUATION 336 coy 4368.00 .OWNERS MAILI ADDRESS 1766 16th ST_ OROVILLE, CA 9596-5 CONTRACTOR'S NAME oum TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $4368.00 ARCHITECT OR ENGINEER LICENSE No. Filing Fee $ 20.00 Permit Fee $72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $46-80 BUILDINGADDRESS Energy Plan Checking Fee $ PERMIT FEE $ 138.90 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ]io Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK— New ❑ Addition ❑ Remodel ❑ Ufilities ❑ Installation ❑ Other ❑ Describe Work: AWNING – MH Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OOOVOR LE Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: f& I, as owner of the property, or my employees with wages astheir sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors 'to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46,00 NEW CONST. DWELLING occuF. so OR ADONS. ( 8 ACC. BLDS. 3.5QFT. NEW CONST. UTLET MULTI -O NON RESID. 97.50 POWELER AFPARATLETUS 8 SIN GOUTCTR. EX. OCCU OUTLET OR FIXTURES BAL- O .50 Ex. Occup. oLIn�s pEs,D,LINIS °E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) Q I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X ,, Date Q��� Signature of plicant - Gk Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 13,9 HAZ. D. FEES FD HD 5S 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. Qs By Da' 1J PERMIT EXPIRES ON 17- Date ReceiptNo. 360897 $138.80 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT i a`t • COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, 6A 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER (1 7 Proposed Building Use: � Counter Technician: Date: Items required in order to apply for a per t. All boxes MUST be checked OR marked NA in order to apply. 1.. Plot plans, 3 or 4 sets, signedty the preparer of the plans. 2. Complete plans, 3 or 4 sets, signed by the p' reparer of the plans. �S3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 4. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ T. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the en ig neer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By AA 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ❑ 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................:.. ❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other .... Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... 15. Statement of Intent for Non -heated and A/C Buildings .................................... 16. Sanitation and,plot approval from the Environmental Health Department in �{ _ ❑ 17. City of Chico Plumbing permit ....................................... ............................... ❑ 18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: p K (B)Parking: (C) Parcel Check: g'_13. -0r - ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits..............................:.......................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone S 3 3 1 9 410 and hold for pickup. I have been informed of the above items and requirements for obtaining a building permit. Applicant: /fJ Date: O 8' 41,g O 2 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by ❑ phone, ❑ mail, ❑ counter, by Date: _ Contractor, designer, ow er, was advised of theab ve d to by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: (�_ Date: l "Z Plans approved by: %L.)3_ Date: Structural reviewed by: Date: Structural approved by: Date: Note transfer by: Date: " vrllnw. Ruilriino N"i-:Kn NOTES RtSI®ENTIAL. UM02-047 99-1172 - - - PERMIT NO. _ BERT, Paul J. 1766 16th Street, Oroville Contr: Owner Shop SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) Signature i t V= OK 0 = Not OK - = Not Applicable MOBILE HOMES = Not Ready Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect 8. Utility Clearance Date - Date T D Cai`d - Date Card B-1 Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS i Date DECKS, COV CARPORTS GARAGES (Plans) OK except #'s Zoni Requirements -Setbacks -Easements j.00tings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rhrs.-Connectors Awn.; "8. _ 9. 0. mg.; Sills-Anchors-Studs-Rttrs-Trusses ceding; Nailing -Veneer -Stucco -Mesh Roof; Shthg;Roofing Ext. eps-Doors-Landings raced Wall Panels Date - Date T D Cai`d - Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI } 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pan elboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 V= OK 0 = Not OK - = Not Applicable = Not Ready ' RESIDENTIAL (; Date Underfloor (Plans) OK except #'s Hangers -Post Caps -Anchors -Connectors 1. Zoning -Setbacks -Easements -Flood -Slope Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth Fireplace Ties or Type A Flue -Fireplace Throat Clearance 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 5. Stemwalls, Main; Steel-Blockouts-Wrapped Garage Fire Protection Framing 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Property Line Firewall & Openings 6a. Hold Downs and Special Anchors Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 7. Slab, Steel -Wrapped Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 8. Piers -Fireplace Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test -Anchors -Regulator -Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance -Material -Support -Ins. Brace Interior/Exterior Wall Panels 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Infiltration -Walls -Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent -Access -Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor -Nail Protection Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor -Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor -Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance -Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing -Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or At Insulated Neutral Q Yes Q No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service -Riser Conductors & Ground Main Disconnect Clearance Looked under Floor Q Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive :) Yes D No/Walks 0 Yes ❑ No/Planters ] Yes ] No 33. Clothes Closet Light -Shower Light -Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive :) Yes D No/Walks 0 Yes ❑ No/Planters ] Yes ] No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: 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 F._1 NO A routine inspection indicates that the following violations of butte county Ordinances exist at the above address a should be corrected. Please notice this office when correction of work is completed. If u have any questions pertaining to this matter, or need additional explanation, please conjg6t this office immediately. Date/ 0— 6 Ll C? Inspector �f REV 10/92 -.� ��a � .-�.� v.� �. v r '`+- r '� , r��. �.- rv.yy✓�Iyy_-f Y��`Y�'r�Y ��v. �I. _--.-.— r � ...� ^. ... - �. __. ...._. r THERMALITO IRRIGATION DISTRICT 410 GRAND AVENUE 2906 OROVILLE, CALIFORNIA 95965 TELEPHONE: (916) 533-0740 FAX: (916) 533-9243 SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: 1766 16th Street Owners Name: Paul Bert 11/16/99 Date: Address: 1766 16th Street Acct. No.: 512223 Oroville,CA 95965 A.P. No.: 30-102--047 Phone: New Unit: Applicant/Agent: Adding Units: Address: Fees: Phone: Permit: $ T.I.D.: Preliminary Review By: Date: Ext. Fees: Remarks: • COLINECTION FEES t1ILL BE THOSE APPLICABLE AT SC -OR: TIi°1L OF CONENCTION TO THE SEtdER COLLECTOR SYSTJ' N. Lateral: �:Lre�tvOUT UP TO GRADE REQUIRED AT PROPERTY 1 N,17 Other: _ 35 00 iabrl:CTIUti U dLY.435a00 Total Fees: _ 35 00 Amount Paid: f 35 •DO Collected By: Finaled By: Date: Location: S v Btu A Size Line: e Signature of Owner/Agent: MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON COMPLETION Date Billed: Computer: Paid SC -OR: A.P. File: (R.F.C.) Blue Book: Meter Book: Paid SC -OR: (S/C HG's) Rev. 6/95 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ISION 7 County Center Drive Oroville, -California 95965 • Telephone (530) 5 -7541 PERNO. vA (Rev.12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 030-102-047 ar ZONING UILDING PERMIT OWNER BERT, PAUL J. NE TE533-1940 SO. FT. OCC. BUILDING VALUATION 480 8640 • OWNERS MAILING ADDRESS 1766 16TH STREET, OROVILLE CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 8640 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 108.00 ARCHITECT OR ENGINEERS "UNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 9 1 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome) ] Other SHOP SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ U61-Ities ❑ Installation ❑ Other ❑ Describe Work: SHOP 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 Fling Fee 20.00 LE Main Service 20 OA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: P1 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: , Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ® 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'„A2. compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. /� X /!' (/ Z,7 ��� Date 06-- d Signature of PAplicant - ® Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60” deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 46.00 NEW CONST. DWELLING OCCUCUP. SO EL OR ADONS. ( . 16.80 REBID. MULTI -OUTLET 97,50 APPARATUS 8 SINGLE OUTLET CIR. 200 .00 EX. OCCu OUTLET OR FIXTURES BAL @ I.50 Ex. Occup. oUTLEEOTSA Ao .O 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t 36.80 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI= $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 284.00 D FEES IM FLOOD — COF P C PD _ HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By i /ate PERMIT EXPIRES ON 6✓N6b ate Receipt No. 265305/$284.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT 4.ld,i�11"d ;4!11, COUNTY OF BUTTE -DEPARTMENT OF''ElL�OPMENT SERVICES- BUI �D G DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE 30 53 -7541 PERMIT APPLICATION DATA SHEET OWNER: PA-�A4 1 S�C''YL� ASSESSOR PARCO ER: O � d — ! B Z — 't Proposed Building Use: e a Building Inspector: Date: [Q— — 457�2 At time of permit application, I wA advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted --------------------------------------------------------------------------------------- E12. Plot plans, 3/_4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5 : Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ----------------------------------------------------- 0 7. Statement of Intent for Non -Heated and'A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------------------------ ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- 0 10. Fees of $ -77 ---------------------------------------------------------------------------------- 0 ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. California Department of Forestry plan-approval/fees.--------------------------------------------------------- El ------ ---- ------------------------------------------ ❑ 13._Flood elevation certificate, io.+1_ t . Health Department. --------------------- ❑ 15. City of Chico plumbing permit. ------- -------------------------------------------------------- ------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------- ---.==-"------------------------ ❑ 17. Planning approval for (A) Use: (B) Parkin ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). --------------------- ❑20. Pre -inspection for required Request to Building Inspector on 112 1. Contractor's license information. (Number, Name Style, Classification). ------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------- =------ ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - ------------------------------- 024. Letter of signature authorization. ------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ❑26. Letter of intent on building use. ---------------------------------- ❑ 27. Manufactured Home utility clearance. -------------------------- 028. Existing violations and/or expired permits. --------------------- 0297'0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: (Date) When you issue the Permit, process as follows ❑ Mail to owner, ❑Mail to contractor. ❑Telephone Sr3 " I and hold for pickup at office. ❑Deliver with inspector. Applicant: Ga i. YC/ Date: 10`- O/- 9q Copy of Haz-Mat forth sent ❑ Health Department, o Fire Department, o Air Pollutio Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: .Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: P%lans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 13 Plan Cabinet, ❑.AyP.'folder. Note transfer by: Date: UPr OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signmm Please complete and return this information at your earliest opportunity to avoid unnecessary delajr` in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. I personally plan to provide the major labor and materials for construction of the proposed property improvement :YES R NO C3 , . 2. I HAVE 0 HAVE NOT C3 signed an application for a building permit for the proposed vNcei*c. 3. I have contracted with the following person (firm) to provide the proposed eonstruction:'W, NYAME' - -- ADDRESS: CITY: PHONE: CONTRACTOR'S LICFNSE NO. 4. I plan to provide portions of this work, but I have hired the -following person to' cooi�+dtn3iie; .. I siipervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. ' S. I will provide some of the work but I have contracted (hired) the following persons to pMVW the work indicated: NAME ADDRESS PHONE TYPE OF WORK SIGNED: PROPERTYOWNER: SOCIAL SECURITY NUM 3E : DATE: NOTE: This Owner -Builder Verification is required by Section 19831 and 19832 of* California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. OVER OWNER BUILDER INFORMATION 1 Dear Property Owner: An application for a building permit has been submitted in your name listing yourself as the builder of property. improvements specified. For your protection, you should be aware that as "owner-buildee, you are the responsible parry of record on such a permit.- Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself, you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should. be aware of the following information for your benefit and protection: . ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is 5300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations.including state. and. federal income tax withholding, federal social security.taxes,. workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ff. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially,serious with respect to worker's compensation insurance. ♦ For more specific information about your obligations under Federal Law, contact the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information' about your obligations corder State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under*limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contac!qrs may be obtained by contacting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" tin the reverse side of this form so that we can confirm that you.. are aware of these matters. The building permit will not be issued until the verification is returned. I4Micy, l C. Vi ira, C.B.O. r, Building Inspection NOTE: This Owner-Builder,lnformation is required by Section 19830 of the California Healdr and Safety Code - OVER COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT'S�RVICES - BUILDING DIVISION 7 County Center Drive • Oroville, ti:aliWnia 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.12/96) APPLICATION AND PERMIT A.SnwI1 rAI10E1 Nu1e01/•� y O ^ O Z _ 25 (4 -7 mmom BUILDING PERMIT OWMA / / Na r'L 3P_ 7 t X33 /9110 SO. FT. OCC. BUILDING V:AL:U OWNMI NAAINO A00F=4 I 7 /G /,/-.(4 S� CONMACTOWS NML OOWPACT0111 MAUNo ADD10aa COMTIMCTION LEM01 LENOEWS M UNG A0010.12 ARCHITECT OR EHOINEM AACWMCT 011 D#MV A S NAL NO AD W1EYta suLOM ADDRESS /7,�G LOT NO. I sue0w nio" me USEOFSTRUCTURE SF O Duplex Y, Mobllehome O Other Slo .PECiY TYPE OF WORK New O Addition O Remodel O Utlllties O Installation O Odw )W Describe Work: Total Valuation Is _Rlina Fee 5 0 20.00 Permit Fee $ Mobile Home Facilities 20.00 Plan Checking Fee Energy Plan Checking Fee i i PERMIT FEE : 77ft, PLUMBING PERMIT ARWFee 20.00 ` Each Trap 7.00 Solar or heat pump water heater 3.00 Water piping .t' 15.00 Each gas water heater at vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W @20.00 PERMIT FEE _ ELECTRICAL PERMIT Finn Fe4j 20.00 Main Service o0 oOa 0 23.00 Main Service 200A TO 1000A 40.00 NEw cow . DW0AN10 =r. OR AODNs. a ACC. aLOS. 9.St 1 ' T. NOI�RE9i0. ( Ylt!<TW cu MIANL'H CoCllT1 97.550 Ex. Occup. QVTW OR p FWM*U So a 100 aAL .io Ex. Occup. f0o 0 APrlJ1. oR OLlRET7 aro. a 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 M4sc. Wiring 23.00 I PERMIT FEE f :5(e r Wo P MECHANICAL PERMIT Filing Foe 1 20.00 Hood I I e.5o l I PERMIT FEE f Mobile Home Installation Fee i Energy Inspection Fee b occ coNST. TYPE [TOTAL FEE ;,�?- HAZ 10. FEES I W/ I 8000 I COf I PARC& I PO PC I 6SLA: 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 ReceiptNo. PERMIT EXPIRES ON WHITE-D.D.S.-d-.—D.. Anp DIukf_IUCDFCTna nn, neuwn13•APPLICINT Date RESIDENTIAL 030-102-047 PERMIT#97-1524 PERMIT I BERT, Paul & Reba 1766 16th St., Oroville PERMIT Mobilehome Utilities OWNER CONTR. ASSESSOR PARCEL `r LOCATION F, r. k' E r y E. i i� r- Temp. Power Pi OFFICE COPY Called PG&Address Temp. Elec. Sei G AS Meter By Date Called PG8 ELECTRIC4. (; Meter By Date 7.1� Temp. Gas Se g g Called PG&E D JOB FINALED (Date) %ti. Signature F V=OK �. O = Not OK =NotApplicable* NoMOBILE HOMES t ` Date MOJHLE HOME UTILITIES. (Plans) OK except #'s W. Z !q n Requirements - Setbacks - Easements Is; Special MH Support Sketch MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; SoilsSb&Dept iSpacing-ConnectorsSD-d 3. Decks; Girders and/or Joists-Deddng•BracingStairs-Rails ter, Location -Test -Easement Needed (Sketch) ! krElecWdty; Location-Clearances-Gmd-/ /Arn �: rete Gas; Location -Test -Wrap; / / -IL /NaL or/ /°L'ft./ /LPG 4. Wood Awn.; Posts-BeamsAftrs.-Connectors Shthg.-ft.-Bracing S. Alum. Awn_.; Columns-ConnectionsSplk*-Decal-Enclosures s. carports: Windows -Doors nect 7. Electric 8. Utility Clearance 8. Frig.; Sils-AnchorsStuds-Rftrs-Trusses f 9. Siding; Nailing-VeneerSh cco-Mesh J 10. Root Shthg-Roofing DateMnIff7iCard B-1 ' Data Card B-1 . 92 11. ExL; S taps Dooralendinga Da � Card B-1 Data Card B-1 } 12. Braced Wall.Panels DatEF MOBILE HOME INSTALLATION (Plans) OK except #'s -r l>ning Requirements- Setbacks Easements i Date Card B-1 Date Card B-1 fp6tings; SUB -Spacing -Marriage Line i Date Card B-1 Date Card B-1 G s; MH Test DemendAraheConnector _Date POOLS (Plans) OK except #'s bicity; MH Test -Crossovers -Breakers -Clearances k 1. Setbacks -Easements Drain; MH Test-Falt-Flex Connector a 2. Soils; Compaction -Structure Stability 6. J00fater, MH Test -Regulator -Connector 3. Pool Structure; Steet-Connections-Thickness Dead Men -Lining W r and Sewer Connected-c/O to Grade -HD Approval t G andlectricity Tagged 4. Elec.; R Receptacles and Lighting, Distance-GFI s Type Installation Cert ts;Insp.Sketch Mgwt of Occupancy AlePerrnanenl Foundation Only: License Decal 5. Elec.; Pool Lighting; 15 Volts -GA 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. BoxesEnclosures-Panelboards-Ins. to Main in Conduit Card B-1Date Card B-1 9. Health D apartment Approval Date Card B-1 Date Card B-1 10. Plumb.; Cir. ImtWater Supply Test j' '1 i t 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #a 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils -Sec. Gmd.-/ P Ftg. Depth 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFi 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or Al -Oven Ciro. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 3. Fig. Garage; Soils-Steel-Elec. Gmd/ C Fig. Depth Equip. Clearances Panels -Motors -Meth. Epuip. 4. Ftg. Porches & Decks; SoilsSteel-/ /` Fig. Depth 33. 5. Stemwalls, Main;'Steel-Blockouts4Nrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped Smoke Detector 6a. Hold Downs and Special Anchors . 7. Slab, Steel -Wrapped Date 8. Piers -Fireplace Ftg.-Steel Card B-1 Date Card B-1 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test MECHANICAL (Permit) OK except #'s 12. Electric Underground 35. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet Date Card 0-1 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 Date 18. Water Pipe; Test & Anchor -Nail Protection Card B-1 Date Card B-1 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access Date 21. Test Tub & Shower, Second Floor -Tub Access FRAMING (Plans) OK except #a 22. Gas Pipe; Sae & Anchors 40. Sits Proper Materials & Anchors Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except ft 23. Facture & Transformer Clearance -Ins. Protection 24. Sec. Receptacles Spacing -Lights & Switches at Doors Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFi 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or Al -Oven Ciro. / / ga Cu or AI Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-roll Brac: TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fre Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Widfh-Headroom-Rise-RuW[L nding-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except *s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Sec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Sec. Outlets at Wood Panel, Int. & Ext. 72. Kit Fat. & Appliance; Ground. -AW -Gap -Cooking Clearance 73. Sec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Sec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: 32. Equip. Clearances Panels -Motors -Meth. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Fumance-Vent Access -Comb. Air-Retum Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #a 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-roll Brac: TrussShting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Hgt & Dimensions 51. Garage Fre Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Widfh-Headroom-Rise-RuW[L nding-Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underfir. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except *s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meth. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Sec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Sec. Outlets at Wood Panel, Int. & Ext. 72. Kit Fat. & Appliance; Ground. -AW -Gap -Cooking Clearance 73. Sec. Outlets & Recepticales at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance looked under Floor 0 Yes 82. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Sec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: r COUNTY OF BUTTE- DEPARTMENT OF DEVELOP44ENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERM NO. (Rev. 12/96) . APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 030-102-047 AR ZONING BUILDING PERMIT OWNER PAUL & REBA BERT TELEPHONE 533-1940 SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1225 OREGON GULCH RD OROVILLE CONTRACTOR'S NAME UNKN04'N TELEPHONE ' CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAJUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ Permit Fee $ 23.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 1766 16TH Energy Plan Checking Fee $ $ OROVILLE, 95965 PERMIT FEE $ LAT NO. SUBDIVISION'S NAME PA EL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome q( Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: MHU Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 0.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service zo.A OR LESS 23.00 3.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER !_icense Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. pff 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 I000A 46.00 NEW CONST. OWELLING .OLOS. OR ADDNS. ( 8 ACC. BLOS. SO 3.50FT. NON -R StIO. RST.MAUNLCTI-OUTLET @7,50 APPARATUS 8 SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FDCTURS 20 @ 1.00 BAL @ .SO Ex. Occup. oUTiEEDrs REw.SID.OFR-A 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: ❑ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ® 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. :X Date lT.) I�qq Signature of licant - 50 Owner ❑ Contractor 11 Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTA FEE 146.00 HAZ. o I D. FES MP F O COF C PD HD I SU fo This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. �y y !�7 ate / _ (Da te aeceiptNo. _ 999519 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE DEPARTMENT OF IEV, 6401WENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIL-LE, CALIFORNIA 95965 -,TELEPHONE (916) 538-7541 • x•41 PERMIT APPLICA'TI'ON DATA SHEET r OWNER: `. .6,ig . ASSESSOR PARCEL ER: Proposed Building Use: Building Inspector: Date: q % At time of permit application, I was advised the following data must be submitted prior to permit rocessng and/or issuance: Date Received By 111. All items have been submitted. 02. Plot plans, 3/4 sets, signed by the preparer of plans.---------------------------------------------------- 03. --------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. 115. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- 06. Energy Design Compliance and supporting documentation. ------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------------------- ❑ 8. Hazardous Material Form. --------------------------------------,-------------V ------------------------------------- ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications ------------------- El10. Fees of $ ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------------------------------------ --- "------------------------ ❑ 12. California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 13. Flood elevation certificate.---------------------------------------------------------------------------------------- A Sanitation and plot,plan approval T I Health Department. ------------------------------------------- ❑ 15. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ Planning approval for (A) Use: (B) Parking: -------------------------- 11 . Contact Land Development about eimprovements, 11Drainage, U Legal Parcel. ----------------------- 01 06-1 19. Encroachment Permit for driveway (construction approval prior to occupancy).--,�---7---�1----- 1320. Pre -inspection for '/ required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). ----------- 0 22. Workers' Compensation carrier and policy number. ---------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner El) - ------------- 7— 2 /—?7 -T _ (Date) 24. Letter of signature authorization.-------------------------------------------------------------------------------- ,• - 5 . Recorded copy of Agricultural Acknowledgment Stateijent--------------------------------------------------- 26. Lqtter of intent on building use. ---------------------------- I 27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ .--------------- 030. -------------- ❑30. Other: ------- .76/n you issue the p MO s follows ❑ Mail to owner, []Mail to conttrra"ctorr.. Telephone S JZ� and hold for pickup at ,4,cc.[�thce. ❑ Deliver with inspector. �R Applicant: Date: a Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: 'Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Divisign counter, by Date: Plans reviewed by: Date: Plans approved by: S Date: d Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. I 030-102-047 PERM�IT#97-1525 BERT, Paul Reba 1 6 jr 1766 16th St., Oroville Mobilehome Installation *Y t COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 0-7 • f3&ky Center Drive - Oroville, California' 95965 - Telephone (916) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION>AND PERMIT �� �! �_ 1 ASSESSOR PARCEL NUMBER 030 -►b02-047 (, ZONING AR BUILDING PERMIT ^TM1\ OWNER PAUL pjt( j\ TELEPHONE 6 SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 1225 ,.OREGON $ULCH RD OROVI U ; E -, 1 - CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS y CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS * - ' Total Valuation $ ARCHITECT OR ENGINEERLI CENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS ,. Plan Checking Fee $ 3.00 BUILDINGADDRESS - ' # 3766: 16T1F Energy Plan Checking Fee $ PERMIT FEE $ 43.00 LOT NO. SUBDIVis ION'S NAME`: PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome A Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation f Other ❑ Describe Work: Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S I G I W 920.00 PERMIT FEE $ f ELECTRICAL PERMIT Filing Fee 20.00 Main Service ..AOR LEss 23.00 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, ( g ) and my license is in full force and effect.PDWELL License Class LIC. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors 14 to construct the project. ❑ I am exempt under Sec. Business and Professions Code for this reason Main Service TO TO 200ALICENSED CC 46.00 NEW CONST. DWEL WEE OCC OR ADDNS. ( a ACC. BLDSUP. . 3.5¢SO FT. NEW CONS . MULTI.OUTLET NON-RESID. I @7.50 APPARATUS d SINGLE OUTLET C. Ex. Occup. OUTLET OR FOCTURES 20 @''0° BAL 50 Ex. Occup. ouTLEE°Ts AE`fs v.°EA 5.00 ' Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) $ I certify that in the performance of the work for which this permit is issued, I shall not employ any person' in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those rovisions. X X,J Date � �y ��2Qh _ 1 �� �/ — Z Signature of Ap licant - 03 Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction��///^�._ of structures over 3 stories in height. Mobile Home Installation Fee $ 100.00 Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ *143.00 HAZ. D. FEES IMP -- FLooD CDF pARC0. PD HD ISSUE �f This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work in indicated above for which fees have been paid. By /`^' r ate` PERMIT EXPIRES ON O 7y t Date Receipt No. LLL�iL WHITE-D.O.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT t v a MO.BILEHOME INSTALLATION ACCEPTANCE COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES BUILDING DIVISION --7 COUNTY CENTER DRIVE OROVILLE, CA 95965 --PHONE (916) 538-7541 APN:� PERMIT NO.: Owners: % �% Name: S. ✓ . ?7.� Owners: Address: Mobilehome r Year of `� -7 Manufacturers Manufacture/9 F Serial number S(?5 f "` �7 ]/� Insignia or 644,, X/3$�' or V.I.N. % '7 g HUD number: C -V_0 {-;, Official approving installation.-'; = f -a ` Date j ' C If the mobilehome is moved or relocated, the mobilehome installation acceptance shall become invalid. This form shall not be used when the mobilehome is installed on a foundation system. f 513B White -Owner, Yellow -Installer, Pink -Bldg., Gold -Assessor Jr N .r COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVIS 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7 PERMIT NO. (Rev. 12/96) APPLICATIONAND PERMIT 7-1 ASSESSOR PARCEL NUMBER 030-102-047 ZONING AR B DINGPERMIT OWNER PAUL & REBA BERT TELEPHONE SO. FT. Cab. BUILDING VALUATION OWNERS MAILING ADDRESS 1225 OREGON GULCH RD OROVILLE CONTRACTOR'S NAME OWNER TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 17 66 16TH ST Energy Plan Checking Fee $ $ PERMIT FEE $ 43.00 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome A Other SPECIFY 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: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service ioonoa V ss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License aw for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BLDS. O 3.50'SFF ET N.N•RESIIDT MULTI-OUTLTS 97,50 POWEPPARATUS a SINGLER AOUTLET CIR. Ex. Occup. OUTLET OR FIXTURE z0 p I.00 BAL UED T. S,6.0 PRLE I EX Ex. Occup. ouT 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ML I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwithcomply with t�provisions.-- 6 K )(J Date �jL(�_ Signature of Apflicant - 11 Owner ❑ Contractor ❑ Agent 4 An OSHA permit is required for excavations over 60" deep and demolition or construction structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ ±143.00 HAZ. D. FEE IMP FLOOD --_ CDFrR PD HD l ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indi at d ab ve f vghich fees have been By /�� p PERMIT EXPIRES ON o I Iw- provisions to do work paid. ate Y7of l Receipt No. 222512 WHITE •D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ply" ��.., '. :_nl+*^ •- � . Wit.:-i�.'!-h'/i�'1I1�-4y. ,�' -Iti. - r Y `,- - COUNTY OF BUTTE DEPARTMENT OF-$EfilOPMENT SERVICES - BUILD G DIVISION 7 COUNTY CENTER DRIVE - OROVILLI� CALIFORNIA 95965 ,TELEPHONE (916 8-7541 a 4*, / PERMIT APPLICATION DATA SHEET / OWNER: ASSESSOR PARC ER: O3b- -0 Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised the following data must be s miffed prior to perm proc ssmng and/or issuance: Date Received By ❑ 1. All items have been submitted -------------------------------------------------------------------------------------- 02. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 0 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------------- O --------- ❑ 8. azardous Material Form. --------------------------------------------------------+r --- 9 - - 9anufactured Home data and installation instructions including 1`teHYvn Spec -ca ions.------------------ 1.0. Fees of $ ------------------------------------------------------------------------------------- 1. Impact fees as shown on the attached schedule. ----------------------------------------------------------------- California Department of Forestry plan approval/fees.--------------------------------------------------------- ❑ 13. Flood elevation certificate ------------------------------------------------------------------------------------------ 0 14. Sanitation and plot plan approval Health Department. ------------------------------------------- ❑ 15. City of Chico plumb g permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) ❑2'1. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑26. Letter of intent on building use. ----------------------------------------------------------------------------------- t 7. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- ❑29. 1143 A, 11 Grant Deed, ❑ M.H. Title, ❑ Check to RC.D $ .--------------- 030. -------------- ❑30. Other: ------- When you issue the permit, pr c/esJ�; follows ❑ Mail to owner, ❑Mail to c tractor. &Telephone 5 33 - (Wo and hold for pickup at Ori► E� office. ❑ Deliver with inspector. Applicant: Y -ct 16 Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: I Contractor, designer, owner, was advised of t$e above required data by.❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by o phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building ron counter, by Date: ,Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan kabinet, ❑ A.P. folder. Note transfer by: Date: l Yellow Copy - Department of Development Services, Building Division. i . 3"�6 �s s r Z Jir - ^,Sn3'.i .�'L'L.,I'"�`Yr�-•w- i:r,.+wal.� �R.�rxc: yet, .yrvY�_L,;w � . _ , ...:'-'__� ._� � , COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER % A. P. # O` --O `0 7 PROPOSED BUILDING USE �� DATE• REC # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................ $ . -- Additional Fees Due ........... $ -- Additional Fees Due ............ $ -- Revised Plan Checking Fee ....' ... $ (. SCHOOL DISTRICT FEES ✓J /� (paid at District Office) ` 3. SHERIFF FEES (paid at Building Division) Residential ........ x $360.00 = $360. Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x = $ f SO #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. I Amt. 5. RECREATION DISTRICT FEES (paid at District Office) (� 6. THERMALITO DRAINAGE DISTRICT FEES $40 (paid at Building Division) . a ( L? 7 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Divisiion) / 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICANT(2 DATE Original -Owner ~Copy-Buildg Div. (Rev. 12/96) This set of plans and speoi8oaUmsJIMbg -kef on the -job at all times and it is unlawful td ,,;make any changes or alterations on sante without written PerMlseion from the I) 4 tublla WOCks, Country of O�RI{p►NO �F CC of FoR P,20 , -100,0 p o i ezt e E�Rt�A�.EASE�p Aft`', • AND 1 `R OF SIDE s E V1. FROM ��E L114vs E REAR PRopERLIt,E SRAM,...' . E RpAD CE QVI�'M�NT TH .r,cS AND E I �- o 6 S �. \ All s 2P/ I /Z7 N F-- Z� I �- o 6 S �. \ All s 2P/ I /Z7 AF Mobilehome Manufacturer: F Lc A a a Manufacture Year: !q 77 _ If other than single wide, furnish Setup Model Number: Width: ;L y (ft.) Length: S 6 (ft.) Tagalong or Expando Size O (ft.) x o (ft.) On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets. FOOTINGS: Wood pressure treated or foundation grade[Xj Other: SUPPORTS: Concrete block[,] . Other: Provide Tie.Down Specifications for all Mobilehomes: �<�i�.j Pier Footings Sizes and Location 72::Z:7 LE WIDE MULTI -WIDE e 1 Line 2 ................................................................................................ Main Beams ................................................................................................ e 2 Line 2 Line I Line 3 Line 2 ................................................... Main Beams Line 2 .............................................................................................. Line 1 ............................................ ine S Tag or Triple ine 4 el Line 1 Piers: Size minimum: r I x Spacing maximum: 1 9` From ends -maximum: 4` Line 2 Piers: Size minimum: [ 11] x [ Jo]. Spacing maximum: 1.s 6 ` From ends -maximum] o ` Line 3 Roof Loads: C��"X30', Size minimum Location (from front): z . ` /Z" , Line 5 Roof Loads: Size minimum: Location (from front): Line 1 Openings Size minimum: [ J x [ ]. Each side of openings with width over: ` Line 4 Piers: Size minimum: [ x [ ]. Spacing maximum: ` From ends -maximum: ` ;n-PT►or -&Irl no 00)_A -s OVER 1. Owner's Name: 2. Assessor's Parcel Number: :go - l o Z- o y I 3. Installer's Name: /4 v d e y so >, Co m s �. � Yo & 4 z" 4. Is the site currently under permit? Yes M No[ I Permit No. % ? ' / Z U 5. Is the site an existing site? Yes[ J No[ J (If yes, furnish two plot plans). 6. What is the electrical rating of the mobilehome? OO Amperes. 7. What is the mobilehome site circuit breaker rating? OQ Amperes. 8. What is the electrical rating of the mobilehome site? 0,570 Amperes. 9. Is the main service remote from the mobilehome site? Yes[X] No[ J If it is, what is the rating? Amperes. 10. Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage etc.)? Yes[ ] No[ J If yes, please identify the load and size: a) The mobile home site: Load- - Amperes- goo b) The main service: tu re- Load- 6a ✓'a Amperes- 11. Type of gas service at mobilehome site: Natural[ J Propane[ ] None[Q 12. Size of gas pipe at the mobilehome site from the meter or tank: inches. 13. What is the gas pipe length from the meter or tank to the mobilehome? (ft.). 14. What is the mobilehome gas demand? B.T.U.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS PERMIT APPLICATION May 1995 ' 8.5 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER PERMIT NO. A routine insp ion indicates that the following violations of Butte County Ordinances exist at the above a ress and should be corrected. Please notify this office when correction of work is compl ed. If you have any questions pertaining to this matter, or need additional explanation, leas ontact th' office immediately. ,� �'rioiv�" Date Inspector REV 10/92 e COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE B£ c, -r- 77- +5z OWNER PERMIT A routine in pect'6n indicates that the following violations of Butte County Ordinances exist at the above ddre s and should be corrected. Please notify this office when correction of work is comple ed. If ou have any questions pertaining to this matter, or need additional explanation, please ntag this office immediately. Date 6/j9:7 Inspector REV 10/92 AP # � At ■1fTT PERMIT �k 1 MH UTIL.C' INSPECTOR ELECTRIC GAS Support Struc. Compaction Test Re . Service Size Other Load. Type Pipe Size Lenjzth YES NO YESI NO LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. (f 1411--!; o/,/ N OWNERS _J�& A.P. NAME: �J�i r C.L� NUMBER: _ — O PRINT LAST NAME FIRS COUNTY ZONING �j �j DESIGNATION: '4X X FLOOD ZONE: FLOOD MAP: 26LW APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP V DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING / /I� Z9 LOT BOOK _334 PAGE COMPLIANCE WITH OLD SUBDIV ION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES V NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THEBU/LD/NG DIVISION UNLESS OTHERWISE NOTED. X1. Maintain a 50 ft. building setback from centerline of roads 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte .County Fire Department. 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 X8. Connect to a public water supply. 49. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. _ 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. _ 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Division. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions of Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21. P f-trl =rf-t' gM,4 L f Ty I c I! 4 IOA-c- T- 22. 22. 23. 24. 25 26 °fl a lMd0IR34 ONVI 3XI8 30 A1Nf100 1661 Z Z inr L 1333H CAWP51 TORMS.K\BLDGPERM.CLR d when recorded mail to: ilding Division County Center Drive ovillc, Ca. 95965 97-0270321' Rec Fee I IHF Recorded I COP Official Records I Cash County of I Butte I Candace J. Grubbs I Recorder I 2:29pm 21—Jul-97 I PUBL l S. 00 2.00 1.00 8.00 XX 1 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT ection 26-8 of the Butte County Code requires this acknowledgment to be recorded prior to issuance of a building permit. The roperty described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this roperty may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to erbicides, pesticides, and fertilizers: and from the pursuit of agricultural operations including, but not limited to cultivation. lowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established gricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or iscomfort from normal, necessary farm operations. ,11 that real property situate in the County of Butte. State of California. described as follows: PARCEL 3, AS SHOWN ON THAT CERTAIN PARCEL MAP, RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA ON NOVEMBER 16, 1994, IN BOOK 134 OF MAPS, AT PAGE(S) 96. AP#030-102-047 JULY 21, 1997 PROPERTY OWNERS: tate of California ) ounty of i3�\\Ck7k before me, P r i- C1 (1 plersonally appearedycL\, . `\ ��' �' e- n2_�G ��r2_C�� personally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the �ithin instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacitv(ies); and that by his/her/their signature(s) on the instrument, the perso (s o the entity upon behalf of which the person(s) acted, executed the instrument. DENISE TERRIAH WITN my hand and official seal. �rttml�lon91p739b3MfrCps IBuffs pUb9C o m� County. C(9fomia t ` Sil;nature I Se I: �YOWnh bnEv.MEp1'.3p,1 .� .�• , P.# THERMALITO IRRIGATION DISTRICT 410 GRAND AVENUE .OROVILLE CALIFORNIA 95965 TELEPHONE: (916) 533-0740 FAX: (916) 533-9243 N2 2029 SEWER SERVICE APPLICATION AND CONNECTION PERMIT Service Address: 1766 - 16th Street Owner's Name: Paul Bert Date: July.;. 21, 1997 Address: 1225 Oregon Gludh Road Acct. No.: tZ►-�vbx1l� A.P. No.: 30-102-047 Phone: 533-1940 New Unit: I mobile hare Applicant/Agent: Adding Units: Address: Fees: Phone: Permit: $ 30 00 600 00 Preliminary Review By: Date: Ext. Fees: ' Remarks:* Connect*" fees will be those applicable at time SC -OR: 900 .00 of connecti`d-n to the sewer collector system. Clean out Lateral: up to grade required at property line. Other: Total Fees: 1536 100 Amount Paid: 30.00 Collected By: S Fox Finaled By: Date: Location: Size Line: f 9 Signature of Owner/Agent: MONTHLY SERVICE CHARGES WILL COMMENCE AUTOMATICALLY UPON COMPLETION Date Billed: Computer: Paid SC -OR: A.P. File: (R.F.C.) Blue Book: Paid SC -OR: Meter Book: (S/C HG's) Rev. 6/86 (Floor Plans reviewed by SchogrDistrict Identification, 980008 vOOO ` School District certifies th (Street A rsl J e, • � � � % (City) has complied ) the requirements of Resolution No. representing square feet. _ n L !4 ' / School District Representative j Paid by Check # R a�arM 1 (Applicant) l " u -none Numoer) .�' (State) (Zip Code) /6!J BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM 2926 (One form per !t iMlq)i„ J�B ULL MITIGATION $ School District L� D �Z/ (a f I Building Department No. A.P. Number .jQ l� .jurisdiction: City ©T County Property Ownery Property Location/Address Subdivision Lot No. Residential Development ® Sq. Footage 3 y No of Living Mobile Home Addition ,, R) Units Installation JAS CSuu Commercial/Industrial l� Sq. Footage New Addition (Including Exterior Roofed Areas) __7 ` l Building Department Representative Date (Floor Plans reviewed by SchogrDistrict Identification, 980008 vOOO ` School District certifies th (Street A rsl J e, • � � � % (City) has complied ) the requirements of Resolution No. representing square feet. _ n L !4 ' / School District Representative j Paid by Check # R a�arM 1 (Applicant) l " u -none Numoer) .�' (State) (Zip Code) /6!J by payment of $ 2926 $ J�B ULL MITIGATION $ Dat U Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 660201a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (2/97)dmm I IN. APPLJOATIONg OSSIQJN8 & C4h. MOL% IN*. Match 29, 2002 MO IL SoN mm -r LOPYQ SMACK CA SOWS r,DL 1,50)M7399 Flak '! .M2) N9 75Y9 ww-RADC(NmOAGln W. Cad Putnwn BMW): lrlO*AAbCOjn.-.wm Enalnesting w"ager AeGfimOx UlIdlMQ PmdLcb, Inc. 1140 All Pm orivii Filkham IN 46614 Re: ICSO 2621P I Igo? UaC Oftl Cmi: RADWIS the eVniwng flfm Clf fecxXd for ICSO-gjFi2S2jP. ICBOES,.E 2621P is In complWm* wkh the 1997, Umtkfm gu,ldlng C**. ftuatfon Report RADCO Fred T Ketakuns, P.E. No. i-5273 BYO -C 2002 SUVE BUILDING J*P AIRIMEN' , APPRO�ED 9T L I A V�_ ALL STRI.)CTURES -AND EQUIPMENT . INCLUDING OVERHANGS SHALL BE CLEAR OF ALL EASEMENTS. A SET BACK OF S ' FT. FROM Fr. FROM THE REAR PROPE! fl'%, Fr. FROM THE ROAD CENTERLIN6 SHALL BE. CLEAR OF STRUCTURES AND EQUIPMENT cOR A'2 Fr. SAVE OVERHANG. jr &4 Z ce-1 PLANNING DIVISION- BUILDING Use: PLAN APPROVAL -Date: 030 /oz 0 Parldng: Landlscaorlg:_l___. Other - PLANNING D U u� - P or. PLANNING Sig atur n i4r�< I mm;4 q �6 ��E %#%OUNTY ERRTAPPROVED. .••'' A4;': ,. T1s rt,? N0. 14275 _ PROFESSIONAL SBO ES EVALUATION REPORT NO ER -2621 P Q/NEED S�PAGES DRAWING U a RAYMOND 2 PAGES 97GN01 Q,olassiona/ E^9� 97GN02 \ ICATf�o �e^/ ti��g6vOQ 21152. 2 PAGES 97SC01 R. F. — 97SCO2 o TUCKER 1 PAGE q9/IOrdA. S �to�eeon ,--: V TATE '4RI 2 PAGES REGISTERED PROFESSIONAL 1 ENGINEER No. 4523 vA s �4 97CDO1 97CDO2 97CDO3 97CDO4 97CDO5 97CDO6 97CDO7 97CDO8 97CDO9 PAGES 97LT01 97LT02 97LT03 `````��11¢1►11II�Ih1`,,,,,,,.,, 97LT04 -� No•114ss .a_ :�.. TABLE OF CONTENTS GENERALNOTES �e or w,C r y'C rs R.F. TUCKER' ENGINEER W NO. ^ 33793 v A STRUCTURAL CONFIGURATIONS 1.0 ROOF PANEL SPANS AND I hereby certify that this plan, specm.callon, or report wase Ix Pero; - y me Or under m1/ direct supervlslon and that I am o' duly Rcgj`tered profes- sional Engineer under the laws of the State of Minnesota. R. F. TUCKER —_jft$0K*No. 2"." TUCKF9 MFx/moo eW ON z HA ATIO ENClyFF9 - ��SS�ON�L , a RAYMOND 1 9 F. ms's. TUCKER '_ 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES F. TUCk pRO,c�'p ENGINEER W Z n :,. 6385 Q %tt 4tOs ,isVV,••oEESarO;y•.4q SEAL 15116 x ''R.a„eR.�Fo��•' �e`' pFESS/p .4 d R. F. 16. . TUCKER : z �: :m %-060E-5170 ��'' e P�� pF . t •• . F •. s g No. ? ! 40222 e c • • •'•*.'/0NA1 'FO bo .`'�. O F /N /�''�r.: 0 N TA Nq RAYMOND R. F TUCKER TUCKER NUMBER _ 0 13084PE w W + t 50 9F p G/ S TE k /'C t.SS \```% 1% G1s rE,� C �� Fp = R. F TUCKER PROFESSIONAL _ E-61529 PE 4074 I' = 1NF�.`r `� ';A�o 9FOSTER ���HIltl, I tiruea": 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE CO ENT PARTS AN CTION DETAILS `e�� CC�`�=s;,, .. �•c &_ Fav FS � �'� '�� . CA�p o �� �E.G N� _ AC-SUC rvr :. 0 G\ N EC Jam, @1; REGISTERED �i ,\ > ��` • H4�+O � 7 �� oROfEsStONAL � :,:. �' h �E�vv� 6362OREGON �' R. C TUCi�E? r�IVo.12)01'i - a R. F TUCKER n�='�"•;�o• 2132 .io ENGINEER0.'CQ •e �j♦f 0 Sr 22 ti 'b\ PEa15?2yi.E (`Q► ' "oo,••o• o0 T:1 S L f6 COMPONENT N„ 1833 , 9 4' O F 1 ND F. '1„81121% ONNECTION DETAILS FOR No. 608801 gc, Dor � OND/.gal?► � RICIAL LATTICE TEOF0" Amerimaz BURMC PROD" RC 1140 ALL PRO DRW ELKHART. IN 46514 BUTTE WUNTY BUILDING IDEPOWi N -APPROVED kw— .,� . ' •% R. F. TUCKER ' No. 032085 . �`�•'C C ,,TUI„w• �0lessioaa/ Fo ICA TFy��Oq 21152 R. F. o TUCKER ,,� O •••......,•q� A EN \\\\ OF y•., ,r <t, .• •.• F •.� •o�EOF NEw % F.IUCKF SS\�N L G�NF� �� a� �� �qT i11Q.. 's d R. F. • 2 p F,� - Q\• 9 �c, ., 9 tp• f �.,`p:.••• .......,• G s.=y� TUCKERTUC,f•.JF a ME,r Q�• . �� oNn� r a♦* y:• �ow ^' e': : Q'• S1: ? O c RAYMOND rn „�, :CL r UC 'b o E-5170 ,� a• -S 40 ER 0' C TUCKER F I o ' 9 NUMBER6. 4 -- _ 222 ,y `', .. (CFNSE �c`', . O �, `�,,>'• c1v11.•.••�•a� s � µ ES '•.;F,s�IONAL Ew"*. ' • A9pFESS\��P d 0.862% d° �`"o 87652 r' 1. DESIGN IN ACCORDANCE•WliWi HE UNIFORM B G CODE 1997 qR •S�p� 01 EDITION. .a 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM +P''••• •• `'' ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING COD *` SHALL BE ..;_ 3 PLOT PLANS EACH SHOWNG�EXACT LOCATION AND ID BY TWO COMPLETELY DIPOSED 1�......... :F. i UCI,.-r�.'4 SIZE 0 EXISTING AND PROPOSED �•� •.... STRUCTURES. enela� d a/ ':p' ::: ..............;:, °°°��o • ,5 tr15•E• .. , p Q Design 4. DESIGN LOADINGS: Pressure (psf) `I�EiOFESSip�yA� ',i� 4, Simple Span Areas A. APPENDIX CHAPTER 31 DIVISION 111, PATIO COVERS:.•, e°e°°( \��•°°° SEG' NO °OO e� '` ��pb�p:i)p Unenclosed Enclosed Exposure ' AR N b, ��� LIVELOAD: 10 POUNDS PER SQUARE FOOT. S 6362 0 o %^ • * * 16.76 20 POUNDS PER SQUARE FOOT ; R. F. TUCKER REGISTER D i 25 POUNDS PER SQUARE FOOT S ' '00 PROFESSIO AL 30 POUNDS PER SQUARE FOOT °° fNGINEE o 40 POUNDS PER SQUARE FOOT Q TH DNW'3 I * 111,* 60 POUNDS PER SQUARE FOOT ° pee9 .�,. �� WIND LOAD: FOR 0.442 ) SLOPE ( 242 •"''•••..... d°e L NO. 260: bcp 3 -51 CIVI\ s ti. •' ; UC 0 20918 L t :ces_ No. 2053 70 90 r00 N TA a� q RAYMOND � TUCKER i 13084PP Q7 (", t G/ ST REQ � ONA L EN ��..•��µ CAROB •. V f•DEESS/o -,yq a a� fir•• SEAL 15716 = ,p •••.•.•... � THAN 15 FT Design Uplift Wind Pressure (psf) _ No. 11458 Simple Span Areas Eaves and Overhangs Unenclosed Enclosed Unenclosed Enclosed Exposure B 10.16 10.16 10.16 21.87 B 16.76 16.76 16.76 36.11 C 17.36 17.36 17.36 37.40 C 28.66 28,66 28.66 61.73 ' JI T LESSe FT Design Uplift Wind Pressure (psf) Simple Span Areas Eaves and Overhangs R. F. TUCKER S Unenclosed Enclosed Unenclosed Enclosed No. 0320815 rl f; Exposure B 10.65 10.65 10.65 22.93 ,, B 17.58 17,58 17.58 37.86 pF� Design Lateral/Uplift Wind Pressure (p�tf) s .c>�s %�.: `cFs 0 C 18,05 18.05 18:05 38.88 om Speed Simple Span Areas Eaves and Uverhnngs�°a`� ���N�` `' 90 C 29.80 29.80 29.80 64.18 ,. -' mph Height Zone Unenclosed Enclosed Unenclosed Enclosed 2- 70 Less than 10' 7.5 7.5 7.5 75: oo E 90 Less than 10' 11.3 11.3 11.3 11.3" °'° Ma '` < r`y); FOR DESIGN OF PRIMARY FRAME SYSTEMS 21 70 Less than 12' 10 10 10 10 F pF W TASy; Design Wind Pressure (psf) •- �. 90 Less than 12' 15 15 15 15 v"-F/ff6t111(LF;`' Exposure B Exposure C i hareby Certify that this pi -T), .� �-�� 70 mph 90 mph 70 mph 90 mph ��i• CGIfion,ori''.a`Xt`:u(A r® ' �•., or un r . til: S fir`" '' 9 *" Lateral 10.2 16.8 17,4 28.7 Y ; R su Iry k,:. O,0 9F 1 3t�1 B. COMMERCIAL STRUCTURES that ►tat.v n �iUty t��0i�terEC I`�. Uplift 10,0 15.0 10,0 16.05 ' LIVELOAD: 20 POUNDS PER SQUARE FOOT. slonc t E:a�lrlc�er under the Ic, . Ctrs Cs5'>'f r Of the State of Minnesota. 0IVA, i Q? 25 POUNDS PER SQUARE FOOT F • TUCK 30 POUNDS PER SQUARE FOOT R, F. TUCKER d e� 40 POUNDS PER SQUARE FOOT _ 60 ND PER SQUARE F Date "" 6Qypn No. 22._: ti CERTIF1ca7E ,.�•� �''�•, .x`711 Jd r,,,� "V. ' "�� Q TE REVISION DATE REVISION .���D PROF,,, F T U CMS I . No. 15896 lQ ��ii D PR\�0611ia f ` �••••••• lr,' Q� 'moi' 9�•i �FL�G O,c STATE * 'CO GlN •'•. -\GEN8O9 " R. F. TUCKER U. ��`�� r�SF" � OF sl'�� FF,p Z" R N 27575 - c� ENGINEER 1 i* TUC/{ 9-' . 19 PROFESSIONAL BE 4074 j T 7 n OF oy . U ' R. E TUCKER E-61529 F. 4 F� E,c�".S. 84�4 OREGON - .Q UST 2 2 I,- .;r��tEGiSiERED ,(4� r PROFESSIONAL R. F TUCKER ENGINM30, �r * KNO.121091 * 1 FLORIDA = 4.1 • ; D : e9 0, � W z � t 13557 1 N 1833 0 : 12733 RrOISYEREC u, 6385 I e Engineering Services' PROFESSIONAL ENGINEER- �\ g g c FRED ENG\ : : Q : s, 4� V �c 9 Q ? 9° : S?ATE ��JJ 1 140 All Pro Drive 9�•.• F \o •. �y��/ IN �� �. �� �QO�`�c� PiA�01'®yD?ilG Elkhart, IN 46514 • EORG/ , 1i��1i1 �Ni �7 A ���iiE uo11\`ee, O \ :�a�s�b. � %y e� k� /��1'u6 t y�c - �i��#`/F� ^•� °`� ' ' KG ICBG ES EVALUATION REPORT NO. ER -2621P F 8143 REO': PRNO. OFESSION _ No. 11458 'p F GINEG TU CV �• ONAL /�//IIIIIIIIIIIYI� 'VTG �P R. F. ie•SIMIG$LFP 9538 8'111Ttii OF �+ - �DIAN' p �•" �o�FSq�c/STElz�°G�Q��� pbNA1.�� .•�` s/ONAL R.F. TUCKER' * p, W NO. v 33793 w+ ORES %al � "' NONE ONAME R PART NOTES STAMP 7 /Pt /9nnn EN 97GN01 OF 2 V No. 7984 1 R. F. TUCKER `sem 'PE OF %C' we no I DuTTE RVILDI DCPA : ,�� APP►ROVE-D GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARITIES COVERING -AT LEAST 20 PERCENT OF THE GROUND LEVEL AREA EXTENDING ONE MILE �OR MORE FROM THE SITE.. EXPOSURE "C" HAS TERRAIN WHICH iS FLAT AND GENERALLY OPEN, EXTENDING ONE—HALF MILE OR MORE FROM THE SITE, IN, ANY FULL QUADRANT. 5. CONCRETE MIX: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND . N0. CRACKS WITHIN 2'-6" OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE NOT ADVERSELY' AFFECTED BY A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. SOILS 'OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL. 7. ALUMINUM BOLTS TO BE 2024—T4. 8. COMMERCIAL STRUCTURES MAY BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. 9. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 10. STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED "AN" BOLTS. 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 DIVISION III OF THE UNIFORM BUILDING CODE. 16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE 17. PATIO STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. 18. STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS 'PER SCHEDULE. 19. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT BUILDING MATERIALS; LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH U.B.C. SECTION 2004.3. 20. ALL SCREWS CONFORM TO ANSI B18-6-4. AND SAE J933. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS . 97SCO2 AND 97LT01 THRU 97LT06.) 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR LIVELOAD AND WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. BUTTE COUNTY ,' O1N.C.c BUILDING DEIDA u^ #,, T REVISION DATE REVIuu SION R NO. 21140 w 31.0 Engineering Services All Pro Drlve Elkhart, IN 46514 or SJ, C v N, KG NONE ICBG ES EVALUATION ' REPORT NO. ER -2621 P DIMMING PmT GENERAL NOTES MME IN 97GN02 2 OF 2 EN EN NE RS STAMP2/e/2000 LENGTM VARIES PROJECTION H 757 MIN. NGT IN. LENGTH � JOINT SEE SCHEDULE FOR MIN- NO OF X10 SM FAQ HEADER CNSTALL COLUMN VERTICAL `PROVIDE 1 1/2" SEE SCHEDULES FASCIA 0 HMG. 25% COL. I. SLOPE 0.4'/FT, COVER PANEL FASCIA OPTIONAL 3 1/2- I•__T ° CONCRETE SLAB 'd I J "d' SEE NOTE 5, �./J SHEET 97G 02. = C_,SEE SCHEDULE FOR FOOTING SIZE. No FOR COLUMN SPACING SEE TABLES 2.1, 2.5, 4.1 OR 4.2 TE COVER PN 1/2'0 STEEL BAR ® 18' w LONG 2 E NOTE #7, SHEET 97GN02 `-PROVIDE 1 1/2" SEE SCHEDULE FOR DRAIN " " FOOTING SIZE "d" = TYP. OPT. 3 1/2 CONC SLAB " „_do$ „ toCUBE SIZE SEE NOTE # 5 ON SHEET 97C 02. MULTISPAN ATTACHED CANTILEVERED STRUCTURE VARIES LENGTH FOR COLUMN SIZE SEE "COLUMN SCHEDULE" NOTE: PATIO WIDTH VARIES W/ SELECTION OF HEADER, NUMBER OF COLUMNS FASCIArCZOVERAND LOADING CONDITIONS. SEE HEADER SCHEDULES FOR MAX. COLUMN SPACING. 9 OO IDE 1 1/2 g'AJN 3 1/2° CONC. 'd' SINGLE SPAN FREESTANDING STRUCTURE PLACE 1- 1 Y0X6'ST� BAR AS SHOWN 4 r 7 HEADER INSTALL COLUMN PROVIDE 1 1/2 - DRAIN /2"DRAIN OPT. 3 1CONC. SEE NOT 5 ON SHEET 97G 02. PROVIDE 1 1 DRAIN INTERMED. BE STL.COL TYP, INSTALL CO VERTICALLYe I -� - ZX--` NEL Sp y — N NSTALL PANEL SPAN END � �,i; NO. 6 D ° r. , FASCIA Engineering Services COVER. P EL MAXIMUM OVERHANG Elkhart. IN 46514 - 25% COLUMN w REPORT NO. ER -2621P SPACING = 1/2-0 STEEL BAR ® 6" LONG SEE SCHEDULE FOR FOOTING SIZE - "d" IS TYP. CUBE SIZE SEE SCHEDULE FOR FOOTING SIZE SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE DATE REVISION I DATE END FASCIA OPT. 3 1/2" CONC. SLAB -SEE NOTE # 5 ON SHEET 97GNO2. REVISION 5= y — NSTALL CDJ w COLUMN = � �,i; NO. 6 D ° r. , o Engineering Services VERTICALLY 1140 All Pro Drive Elkhart. IN 46514 Ff KG ICBG ES EVALUATION REPORT NO. ER -2621P Z- jSEE SCHEDULE fDRAWNG ' _ 0 NONE OR PART STRUCTURAL. CONFIGURATIONS FOOTING SIZE. _ J NAME E EERS STAMP 2/8/2000 M 9 R I SHEET OF 2 3'X 8' ALUM. BOX BEAM OR 3'X 8'X 12 Gk STEEL 'C' BEAM HEADER LATTICE OVERHANG 16' FOR 1 1/2' X 1/2'1 OPT.3 SEE2 NO ENC. r5 ON SHEET 97GN02 SINGLE SPAN ATTACHED LATTICE STRUCTURE MULTISPAN FREESTANDING QBE TW ❑'HANG--m-I TW RAFTER NOTE: SEE TABLES 4.3, 4.5, 5.3 AND 5.4 6' MIN. O'HANG �- EE RAFTER NOTE �jig *m "? A e) 415pe B. �pIF COLUMN HT. F� 3'X 8'X 12 GA ops STEEL "C' BEAM GW Nil FOR BEAM WRAP DETAIL, �t5 SEE SHEET 97LT03, DETAIL 'L23'.� 'Opr. 3 1/2' CONC. SLAB --Ile l y0a f• FOR FOOTING SIZE sPob C SEE SCHEDULE II "d V►��' 'tet_ A .� 2" X 6 1/2" OR 3" X 8" 5E ALUM. RAFTERS 0 ® 24" O.C. C LATTICE: / 0.018" x 1 1/2" x 1 1/2" MAX. O'HANG 25X OF ® 3" 0. C. MINIMUM OR COLUMN SPACING 2 "x 2" ® 4" O.C. MIN. SEE SCHEDULE FOR COLUMNS. ALL COLUMNS TO BE INSTALLED VERTICALLY. OPT. 3 1/2- CONC. MAY HAVE MORE THAN SLAB. 2 COLUMNS. OPTIONAL 3 1/2' CONCRETE SLAB. 1-1/STS BAR 6' LONG SINGLE SPAN FREESTANDING SEE SCHEDULE FO d' MCE FOOTING SIZE t IL QR��ESS TW TW TW TW TW T7-T7/f Fir . y IIVFRHANr —a R II II II II II IL FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM NO 6 0 - - - -69f.-.. -3. IN E STAMP IlAII121 RAFTER SPAN 1R SPAN) OR MORE SPANS /!' X 6 1/2- OR 3' X e' ALUM. yRAFTERS 0 24' O.C. � p H0� PLACE 1- 1/2' OX 6' STL BAR AS SHOWN SEE SCHEDULE FOR FOOTING SIZE. REVISION I DATE OF CLEAR SPAN RAFTER NOTE REVISION FAMeaxAm Engineering Services ��:- •hylar 1140—All—P_ro—Drive Elkhart, IN 46514 jr AJF ICBG ES EVALUATION REPORT NO. ER -2621 P DRAWING NONE OOARMPART STRUCTURAL CONFIGURATIONS SHEET '2000 FUN 97SCO2 1 2 OF 2 THIS PAGE LEFT INTENTIONALLY BLANK - Amerima.� BUILDING PRODUCTS, INC. 1 140 ALL PRO DRIVE ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P BLANK PAGE DATE! 2/8/2000 MAR 0 3 2000 , 0 111 RAAF PANEL SPANS AND OVERHANGS FOR PATIO AND COMMERCIAL STRUCTURES 312' x 1r ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT LOAD Y 70 90 ' OVER (PSF) (IN) MPH MPH HANG. 10 I 0.018' 16'-r X16'-2, r-10" 0.018 0.024 18'-8• 18'4' V -r 0.018 0.032 274" 20'4' 74' 0.018 0.036 21'4• 21'4' 9'-10• 20 0.018 11'-11' 11'-11' S-9" 20 0.024 1744 1744 6'-' 30 0:032 15'-11. 1S-11• T-6• HANG 0.036 IT -V 1T4' T-10" 25 0.018 10'-9• 10`-9• S -r 20 0.024 12'3" 1r3" 5-11" 80 0.032 14'4" 14'4' T40' 9-r 0.036 194• 15-4-1 T3' 30 0.018 9-10" 9'-17' 4'-" 13.5' 0.024 11'3" 11'3' S'-' 0.020 0.032 13'-1" 13'-1' V-4- 35 0.036 14'4' 14'4' 6'-10' 40 0.018 8'-r 8'-r 4'-1" 15'-0• 0.024 9'-10" 9'-10• 4'-9" 11'49' 0.032 11'-• 11'5 5'-6' 12'-r 0.036 1 173' 12'-7 1 5-11" 60 0.018 T-1' T-1 3'-4" 4'-11" 0.024 8'-1' 8'-1' V-10" 6-8" T-1" 0.032 9'S' 9'S" 4'-6' 13'-1' 0.036 17-1' 10'-1" 4'-10' TABLC 1.1 212' x 18" STRUCTURAL PANEL FOR PATIO COVERS LIVE LOAD (PSF) PANEL Y (IN) 12'HEIGHT 70 90 OVER MPH MPH HANG 10 0.018 12'-4" 11'-11' 5--9" 20 0.018 V-10" V-10' 4'3" 25 0.018 V4r 8'-0' T-10" 30 0.018 T-4' T-4" 16'-2" 40 0.018 V-5" I 6'5" 8'-4' 60 0.018 4'-10• 4'-10• 2'5" TABLE 1.2 2 1/2,x12"STEEL PANEL DESIGN SPANS FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 90 1 OVER LOAD Y (PSF) (IN) MPH MPH HANG 10 0.0120 14'-8• 14'48• S-1' MAX 0.0149 16-2' 16'-2" S-" 20 0.0120 8'-4• 8'-4' 4'-0" LOAD 0.0149 11'4' 11'4r V-4• 25 0.0120 6-9" 6'-" 34* 20 0.0149 17-' 17-W 4'4" 30 0.0120 F -r S -r 2'-" HANG 0.0149_ _9'-T _9'-7" 5!4r 40 0.0120 V -r V -r Z-1' 20 0.0149 8'-4' 8'4• 3'-5" 80 0.0120 2* -10• r-10' 1'-5• 9-r 0.0149 5!-1(• 5-10' I 7-11' TABLC 1.4 212" x 6' ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 90 OVER LOAD Y (PSF) ON) MPH MPH HANG 10 0.018 13'-• 13'3' 6'S' MAX 0.020 14'5" 14'4" V-11' 70 0.024 16'3" 18'3 T-10• LOAD 0.032 18'-8" 18'-8" r -r 20 0.036 19'-4" 19'4' V-11' 20 0.018 9-9" 9-9• for (PSF) 0.020 10`5" 175 5!4r HANG 0.024 11'5" 11'4" 5!4r 25 0.032 14'-1" 14'-1' 6'-10• 20 0.036 15'-1" 15-1• T-1" 25 0.018 V-9" V-9' V-2" 9-r 0.020 9-5" 9'-• 4'-T 30 0.024 1U-7" 1o' -r 5!-1' 13.5' 0.032 17-8' 12'-8" 6'-1• 0.020 0.036 13'-7- 13'-7- S --7- '-r30 35 0.018 T-8" T-8• 3'-7, 40 0.020 8'-8" 8'-8' 4'-1" 15'-0• 0.024 9'-9" 9-9' 4'-• 11'49' 0.032 11'-8" 11'-8' S -r 12'-r 0.036 12'-" 12'-6" 6'-0" 40 0.018 V-10" 5'-10• 2'-9" 4'-11" 0.020 6'-11" 6-11• 3'3" 6-8" T-1" 0.024 8'-6" 8'4• 4'-0' 13'-1' 0.032 10`-2" 10'-2" 4'-10• 19-8• 0.036 10'-11" 10'-11• 5'3" 60 0.018 V-1" 4'-1" V-10" 0.024 0.020 6'3" 6'3" 2'-2' 25 0.024 T-0" T-0' 3'-0• 4'-r 0.032 V-5" 8'-• 4'-7' 194' 0.036 1 9-0" 9'-0• 4'3" TABLE 1.4 2 12" x 12" ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 90 OVER LOAD Y PS IN MPH MPH HANG 10 0.018 12'-4" 12'-0" V-10" MAX 0.024 14'5• 14'-5• V -r 70 0.032 15'-9" 15-9" T3" LOAD 0.036 165" 16'5- T-6' 20 0.018 V-11" V-11" 4'-3" (IN) 0.024 11'-6" 11'-" 5'3" (PSF) 0.032 12'-7- 12'-7- S-9' HANG 0.036 13'-1" 13'-1' 1 6'-0' 25 0.018 B'-0" 8'-0' T-10' 20 0.024 10'5' 10'-" 4'-10' S-• 0.032 11'-9" 11'-9• 5'-4' 9-r 0.036 12'-2' 12'-2" 5'-" 30 0.018 T4" T4" 3'-" 13.5' 0.024 91-6' w -w 4'-r 0.020 _0.032_ 10'5' 17-2" 4'-10' 11'-10" 0.036 11'-6• 11'-" S3" 40 0.018 6'-" 6-W 3'-0" 15'-0• 0.024 8'4" V4" V -W 11'49' 0.032 9-6' 9-" V -r 12'-r 0.036 17-0• 10`-0• 4'-9' 60 0.018 5!4' S4" 2'-6' 4'-11" 6.024 6'-10" 6-10' 3'3" 6-8" T-1" 0.032 T-10• T -1o' 3'-" 13'-1' 0.036 8'3' 8'3• 7-11' TABLE 1.O 31/2"x 12"PANEL ALLOW. DESIGN SPAN 212" X 8• ROOF PNL ALLOW. SPAN FOR 2 12• x 12".ROOF PNL ALLOWABLE SPAN FOR COMMERCIAL STRUCTURES FOR COMMERCIAL STRUCTURES FOR COMMERCIAL STRUCTURES LNE PANEL EXP. B URECI MAX LIVE PANEL EXP. B EXPOSURE C MAX LIVE PANEL EXP. B EXPOSURE C MAX 70190 70 90 70/90 70 90 70190 70 90 LOAD Y OVER LOAD Y OVER LOAD Y OVER (PSF) (IN) MPH MPH MPH HANG (PSF) (IN) MPH MPH MPH HANG (PSF) (M) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' MAXIMUM ROOF HEIGHT 18' MAXIMUM ROOF HEIGHT 18' 20 0.018 11'-11. 11'-11" 1115' S-• 20 0.018 9-" 9'4' 9-r 4'-' 20. 0.018 V-11• V-11' V -r 4'-1' 64" 0.024 13.5' 13'-8• 13'-2" 6'-' 4'4- 0.020 195' 10'5' 17-2" 4'-10' 11'-10" 0.024 11'-6• 11'-' 11'-r s-2' 0.018 0.032 1S-11. 15'-11• 15'-0• T-• T-11" 0.024 11'-9" 11'49' 11'-6" S-' 9-r 0.032 12'-r 12'-7" 12'-r 5'-" 10'-9" 0.036 16'-11" 16'-11• 18'-r T-" 4'-11" 0.032 0.036 14'-1• 15-1" 14'-1' 15'-1" 13'-10• 14'-11' 6-8" T-1" 6'-' 0.036 13'-1' 13'-1" 13'-1' 9-11• 25 0.018 1748• 19-8• 10'48' S -r 25 0.018 V -W 8'-0" V4r 3'-" 0.024 173• 12'3' 12'3" 5-11• 25 0.016 8'-" V-9" B'-9" 4'-r 0.024 174' 194" 194' 4'-10" 0.032 14'3• 14'3' 14'3• 6-11• 0.020 9'-" 9S' 9'S' 4'-0• 0.032 11'-8' 11'-6" 11'481 S'4' 0.036 153• 16-3" 15'3• T3' 0.024 0.032 17-r 12'-8" 10`-r 12'-8" 10`-7" 17-8" s-1• 6'-1• 10.036 12'-2- 12'-2" 1r -r S-8' 30 0.018 9'-1o" 9'-10" 9'-1o' 4'-8' 30 0.018 T-4" T4" T4' 3'-6• 0.024 11'3' 11'3" 11'-3• S-" 0.036 13'-r 13'-r 13'-r 6'-r 0.024 9'-" 9'4" 9'-6• 4'-r 0.032 13'-1" 13'-1" 13'-1' 6-4" 30 0.018 T-8" T-8" T -r 3'-r 0.032 17-10" 10'-10' 10'-10• T -V 0.036 14'-0' 14'-0" 14'4' 6'-9' 0.020 0.024 8'-' 9'-9' 8'-8" 9'-9• 8'-6" 7-9" 4'-1' 4'-' 0.036 11'-• 11'-6 11'-• S-2' 40 0.018 8'-r V -r 8'-r 4'-1• 40 0.018 6'-• 6'-5" 6'-• 3'-0' 0.024 T-10' V-10" 9'-10• 4'4r 0.032 11'-8' 11'-8" 11'-8" S -r 0.024 8'4' 8'4" 8'-4• T-11" 0.032 11'5" I V-" 11'-" S-6" 0.036 12'-6" 12'4" 12'-6" 64r 0.032 9'-" 9'-6" 9'-• 4'-6' 40 0.018 0.020 5'-10' V-11• 6-10" 6'-11" 5'-10" V-11' 2'-9" 3'3" 0.036 12'-r 12'-2' 12'-r V -11"I 0.036 17-0" 10'-0" 17-0" 4'-9" 60 0.018 T-1" T-1" T-1" 3'-4" 60 0.018 5'4" 5'-4" S-4" 2'-• 0.024 CA' V-1" V-1" 3' -to" 0.024 8'-6' 8'-" 8'-• 4'-0• 0.024 V-10• 9-10• 6'-10" 3'3" 0.032 9'-" 9'-5" 9-W 4'- 0.032 10'-2• 10'-2' 10'-2" 4'-17' 0.032 T-10" T-10" T-10' 3'-8• 0.036 10'-1' 17-1" 17-1' 4'-10` 0.036 10'-11" 17-11' 10'-11' S3' 0.036 8'3" V-3" V-3• T-11' TABLE 1.5 2 1/2"x 1r STEEL PANEL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANEL[MZ=H EXP 0.018 MAX LOAD Y 70OVER 25 0.018 8'4" (PSF) (IN) T -W 30 0.018 HANG MAXIMUM ROOF HEIGHT 18' 20 0.0120 V-9- 1 V-9" 8'-9" 4'-0" 6'S" 0.0149 12'-1• 12'-1" 12'-1" 4'4" 25 0.0120 T-1• T-1" T-1" 4'-0- V-2" 0.0149 17-11" 0.024 11'-0' 11'-0" 30 0.0120 6 -0" 6'-0" 6-W T-4- 0.0149 10'-0" 17-0" 10'-0" 3'-' 40 0.0120 4'-7" 4'-7' 4'-7" 2'-1" 9'-10" 0.0149 8'-0" V-4" 8'4" 3'-' 60 S'3• 3'-r 3'-2" 3'-2" 1-5- 5'-9" . 10.01201 0.0149 6-2" V-2" 64" 7-11" TABLt l./ 2 1/2'x 18" ROOF PNL ALLOW. DSGN SPANS FOR COMM. STRUCTURES - ROOF HGT 18' LIVE LOAD (PSF) PANEL EXP. B EXPOSURE C Y 70/90 70 90 (IN) MPH MPH MPH MAX OVER HANG 20 0.018 V-10• V-10" 8'-6" 4'-1" 25 0.018 8'4" V -W V-0' T -W 30 0.018 T4' T-4" T4" 3'-5" 40 0.018 6'S 6'-5' 6'S" 3'-0" 60 1 0.018 5'3' 1 V-3' 1 4'-10" 2'-" 6U U.U16 4--1-. 4-1- 4-1- 1-lU 90 0.020 4'-9" N-9" 4'-9• Z-2- MPH 0.024 6'-" 6'-• 6'S" 7-0" 11'-1" 0.032 8'S' 8'S" .8'S" 4'-0" 6'-B" 0.036 9'-0" 9'-0" 9'-0" 4'•3" TABLE 1.9 ALT. 2 1/2"x 12" PANEL ALLOW. SPAN FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 90 OVER LOAD Y PS IN MPH MPH HANG 10 0.018 111-4' 11'-1" 5'4" 20 0.024 14'-8' 14'-8" 6'-B" 3'-9" 0.030 15'-9" 15'-9• T -r 10'-7' 0.038 16-11" 16-11" T-9" 20 0.018 V-2' V-2" V-11" 0.024 11'-0' 11'-0" 5'3" 0.018 0.030 12'-r 12'-r 5'-8" 0.038 13'-6" 13'-8" 6'-2" 25 0.018 T-" TS" 3'-" 11'-8" 0.024 9'-10" 9'-10' 4'-9" 12'-7- 0.030 11'-8" 11'-8' I S'3• 0.038 12'-r 12'-r 5'-9" . 30 0.018 6-9• 6-9" V-2- 0.024 9'-1" 9'-1" 4'4- 5'-0• 0.030 11'-0" 11'-0" V-0- 11'-10" 0.038 11'-10" 11'-10" 5'-4" 40 0.018 V-11" 5'-11' T-9" T-11" 0.024 T-11" T-11" T -T ALT. 2 12• x 12" ROOF PNL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANEL EXP. B EXPOSURE C MAX LOAD Y 70/90 70 90 OVER (PSF) (IN) I MPH 1 MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 20 0.018 V- 8'-2" T-11• 3'-9" 0.024 10`-11" 10'-11" 10'-7' 6-1" 0.032 12'-6" 1 12'-" 1r-6• 5'-8' 25 0.018 T-4" T4" T-4' 3'-6• 0.024 7-10" 9-10" 9-10• 4'-9' 0.032 11'-8' 11'-8" 11'-8" T-3' 0.038 1 12'-7- 12'-7- 12'-7- 1 S-9- 30 V-9"6'-9" T.2• 0.024 I 9'-0" V-0" 9'-0• 4'-4• 10.01816-" 0.032 11'-0" 11'-0" 11'-0" 5'-0• 0.038 11'-10' 11'-10" 11'-10" 5'-4• 40 0.018 T-11" 5'-11" 5'-11" 2'-9" 0.024 T-11" T-11" T-11" 7-9" 0.032 V -r 9'-r 9-r 4'-' 0.038 19-9" 10'-9' 10'-9" 4--10- 60 0.018 4'-11" 4'-11' 4'-11" 2'-3' 0.024 6'-6' ' 6'-6" 6'-' T-1' 0.032 T-11" T-11" T-11" 3'-9" 0.038 7-0" 9'-0" V-0• 4'3' TABLE 1.12 0.038 10' -to" 1V-10" 4'-10• 810 SMS FASTENER SPACING 60 0.018 4'-11" 4'-11' 2'-r 8'CU-8"l 0.024 6'-6• 6'-" 3'-1" 7-11" 0.030 T-11" T-11' 3'-" CD W 0.038 9.0' 9 -Cr 4'3' 0.032 TABLE 1.10 „ KMIM -BU&M iDEPPARTMM 0.036 A, PROVED Qf ESS/p PANEL TO PANEL FASTENING PANEL Y (IN) 810 SMS FASTENER SPACING WIND LOAD PATIO/EXP B EXPOSURE C 70 1 90 70 1 90 0.018 8'CU-8"l 7-11" 0.024 11' 3'-11" 0.032 14 6-2" 0.036 14 s -r 0.042 14 6 -2" '• � . TABLE 1.13 t a �.`n �":,¢; 1 2.25'�� I- 6.00"-I OA 2 1/2" x 6" ROOF PANEL 2.464" 12.00"-I © 2 1/2" X 12" ROOF PANEL 2.10" L I18.00" -I © 2 1/2" X 18" ROOF PANEL c\ 3.500" 4._ 12.00"-�I DD 3 1/2" x 12" ROOF PANEL ..r k 375"12.00"_ALTERNATE 2 1/2" x 12" ROOF PANEL `'Ame�-iimax N0. 07 BUILDING PRODUCTS, INC. 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621P Iv'� ��Q ROOF PANEL SPANS FOR PATIO AND F COMMERCIAL STRUCTURES ^`,�Q� PANEL SPANS FOR ALT. 2.5" PAN FOR CA PATIO AND COMMERCIAL STRUCTURES SHEET 1 OF 8 DATE: 2/8/2000 2 A FRFFCTarjnim[: Amn ATTArNF11 PATNA CTRI inn IRFC LIVE TRIB MAX COLUMN SPACING FOR 3' CLOVERLEAF STEEL HEADER 8' ROLLFORM ED C BEAM 10' ROLLFORMED C BEAM 1 6.1 1 Y 1 BEAM 812' ROLLFORMED HEADER ALASKAN EXT. HEADER f "5111 DRkUDED HEADER _ rTRIB LOAD WIDTH ATTACHED PATIO ON SLAB MAX I CONS. FOCITER SIZE I MAX . FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX 1 CONS. FOOTER SIZE MAX CONS. FOOTER SIZE - MAX CONS. FOOTER SIZE MAX. CONS. FOOTER SIZE WIDTH 35 COLUM COIURI COLUMN FREE [ATTACHED COLUMN FREE ATTACHED COLU.N FREE ATTACHED COLUMN FREE ATTACHED - COLUMN FREE ATTACHED COLUMN FREE ATTACHED Usm . ALL FREE ATTACHED ATTACHED 46 COLUMN A' OTFlER9 SPACING SPACING FTR FTR III. SPACING SPACING SPACING SPACING FTR FTR MNL SPACING IF"TRFM M9l SPACING FTR FTR MIN. FTR FTR MN. FTR FTR IFN. FTR FTR MIN. FTR FTR MN. MMX. COI. LNGTH ON V � COLV COL. V V COL. V V COL V V ' � COL. \ ' V � � , V ' COL. V V COL. V V COL. 8'� -11r4r � SLAB TYPE I 7YPE N) TYPE TYPE .TYPE, TYPE TYPE TYPE 70 MPH WINDSPEED 10 OR LESS 70 MPH WINDSPEED 10 OR LESS 1 1 - 13'4" 17' 73" 18 A B S IT 10'11" 13'-T' 11'-4" 21 19 B 28'-0" 25 25 C 34'-0" 28 26 D S V 11'-0"9-1- 11'41" 10'-8" 21 20 B 26-W 26 26 D 37-0" W 27 D 6 T 9S T-9" 94" 10-7' 21 20 C 28'4" 27 27 D 38'3" 30 30 E 264" 27 27 D 30'-4" 28 28 E T 8' 8'3" 8'-10" 8'4" 90 21 21 C 25'3" 28 28 D 34'4" 31 31 E 24'3" 28 28 D 29-0" 29 29 E 8' 9 T4" 8'-1" T4" 94" 21 21 C 2W -V' 29 29 E 33'4" 32 32 E 23-4- 28 28 E 2T-11" 30 30 E 9 td @-7" 5'S 6'-9" 9-0" 22 22 C 23'-0" 29 29 E 373 " 33 33 E .8 27" 29 29 E 28'-11" 31 31 E 10 11' V -(r 4'-11" V-7' 8'-0" 22 22 C 21'-11" 30 30 E 31'-7' 34 34 E 21'-9" 30 30 E 28'-1" 32 32 E 11' 17 S4" 4'-6" 5'$" 8'4" 22 22 C 21'-0" 30 30 E W-4" 34 34 E 21'-7' 30 30 E 25'4" 32 32 E 17 IT 51-1" 5'-7' 20-7' 31 31 E 29.6" 35 35 E 20-7" 31 31 E 24'4" 33 33 E 13' 14' 4'-9" 4'-10" 19S' 31 31 E 28'S 35 35 E 20-1" 32 32 E 24'4" 34 34 E 14' 15' 4'4" 18'4" 31 31 E 2T4r 38 36 E 193" 32 32 E 23'3" 34 34 E 15' 16' 18'-7' 32 32 E 28'-T' 36 36 E 193" 33 33 E 23'-0" 34 34 E 1 B' 1T 1T-7" 32 32 E 25-10' 36 36 E 18'-10' 33 33 E 27-T' 35 35 E 1T 18' 1T-1" 33 33 E 25'-1" 37 37 E 18'-8" 33 33 E 27-7 35 35 E 18' 19 16-W 33 33 E 24'S' 37 37 E 18'-7' 34 34 E 21'-9" 36 36 E 19 20 18'3" 33 33 E 23'-10' 37 37 E 20 21'1 1 1 15'-10" 33 33 E 2T -T. 38 38 E 21' 70 MPH WINDSPEED 17 OR LESS 70 MPH WINDSPEED 17 OR LESS 10 18-T 13'4" IT 173" 24 20 17-1" 20 A 19- 1" 28 23 C 15$' 25 21 B 4' 5' 13'3" 10'11" 13'-T' 11'4" 24 21 B 28'4" 29 28 C 34'-0" 30 29 D 9-1" 22 19 A 1T-10' 25 24 C 14'-0' 24 22 C S 6' 11'-0" 9-1" 11'4" 104" 23 21 B 29-8" 29 29 D 3Z -U' 31 31 D 8'4. 22 20 A 18'3" 25 25 C 17-10' 24 22 C 6' T 9S T-9" 94" 10-2" 22 22 C 23'-7" 31 29 D 34'-T' 34 33 E 254' 30 30 D 30'-4" 32 32 E T4' 21 20 A IVA" 25 25 C 11'-10' 23 23 C T 8' 8'-3" 8'-10" &-&' 90 23 23 C 27-1" 31 30 D 32'4" 34 34 E 24'3" 31 31 D 29-0" 33 33 E 8'-11" 21 20 B 14'-1" 26 26 C IT -0" 23 23 C 8' 9 T4" 6-1" T4" 94" 24 24 C 20-10" 30 30 D 30'-8" 35 35 E 23'-4" 32 32 E 2T-11" 33 33 E 0-T' 22 20 B 1T -T' 26 26 C 10'-4" 24 24 C 9 10 8'-7' S'S' 6-9' 9-0" 24 24 C 194" 31 31 D 28'-11" 35 35 E 274" 32 32 E 26-11" 34 34 E 6-0' 22 21 B 12'-T' 27 27 C 949" 24 24 C 10 11' 6'-0" 4'-11" 6'-7' 8'49" 24 24 C 18'-10' 31 31 D 2T -T' 36 36 E 21'-W 34 34 E 26-1" 35 35 E 11' 17 5'4" 4'4" S4" 9-6' 25 25 C 18'-0" 32 32 E 2V -S' 36 36 E 21'-2" 35 35 E 25'-4" 36 36 E 17 13' 6-1" 5'-7' 1T4l 33 33 E 264" 37 37 E 20-7" 34 34 E 24'-8" 36 36 E 13' 14' 4'4" 4'-10' 19-8" 33 33 E 24'5" 37 37 E 20-1" 35 35 E 23'-10" 37 37 E 14' 15' 4'4" 18'-1" 34 34 E 23'-T' 38 38 E 194" 36 36 E 23'-1" 38 38 E 15' 18' 15'-T' 34 34 E 27-10' 38 38 E 19-2" 36 36 E 274" 38 38 E 18' 1 T 15'-1" 34 34 E 27-7' 39 39 E 18'-7" 36 36 E 21'-8" 38 38 E 1 T 18' 14'4" 34 34 E 21'-6" 39 39 E 18'-1" 37 37 E 21'-0" 39 39 E 18' 19 14'4" 35 35 E 20-11" 39 39 E 1T -T' 37 37 E 20'-8" 39 39 E 19 20' 13'-11" 35 35 E 20S' 40 40 E 20 21' 1 1 13'-7" 35 35 E 19-11" 40 40 E 21' 90 MPH WINDSPEED 10 OR LESS 90 MPH WINDSPEED 10 OR LESS 10 4' 18'-T 1314" IT 173" 25 20 A 4' 5' IT -T` 10'11" 13'-T' 11'4" 25 21 B 28'4" 31 29 C 34'-0" 32 30 D 5 8' 11'-0" 9-1" 11'41" 10'4" 24 22 B 28'4" 30 30 D 374' 32 32 D 8 T 9S' T9" "' 1d-7' 24 23 C 274' 30 30 D 37.6" 34 34 E 25'_4" 31 31 D 30'-4" 33 33 E T 8' 8'3" 6'-10' 8'4" 9-9" 24 24 C 20'-9' 30 30 D 30-5" 35 35 E 24'3" 32 32 D 29-0" 34 34 E 8' 9 T4" V-1" T4" 94" 25 25 C 19-7" 31 31 D 26-9' 35 35 E 234" 33 33 E 2T-11" 35 35 E 9 10 6'-T' S'5" 6'-9" 9-0" 25 25 C 18'4" 32 32 D 2T-7' 36 36 E 274" 34 34 E 26'S 36 36 E 10 11' 6-0" 4-11" V-7 8'-9" 25 25 C 1T4" 32 32 D 26-11" 37 37 E 21'4" 34 34 E 263" 37 37 E 11' 17 5'4" 4'4" F -S' 8'4" 26 26 C 18'-11" 33 33 D 24'-10" 37 37 E 20'0 35 35 E 24'4' 37 37 E 17 13' 6-1" S-7' le -T, 33 33 E 23'-10' 38 38 E 19-11" 35 35 E 23'-7' 38 38 E 13' 14' 4'-9" N-10" 15'$' 34 34 E 27-11" 38 38 E 19-7' 36 36 E 274" 38 38 E 14' 15' 4'4 15'-2" 34 34 E 27-7' 39 39 E 1814" 36 36 E 21'-T' 38 38 E 15' 18' 14'4" 34 34 E 21'-8" 39 39 E 1T-11" 37 37 E 20-11" 39 39 E 16' 1T 14'3" 35 35 E 20-10' 39 39 E 1T-5" 37 37 E 20'3" 39 39 E 1T 18' 13'-10' 35 35 E 293" 40 40 E 18'-11" 37 37 E 194" 39 39 E 18' 19 1315" 36 36 E 194" 40 40 E IV-&, 38 38 E 194' 40 40 E 19' 2013'-1" 36 36 E 19-7' 41 41 E 20 21' 17 8 37 37 E 18'-9" 41 41 E 21' 90 MPH WINDSPEED 17 OR LESS 90 MPH WINDSPEED 17 OR LESS 1.0<' 4' 18'-7" 3'4" 1T 17-3" 27 23 A 1 -1" 27 23 A 18' 30 26 C 15'-1" 28 21 B 4' 5' �6% 13'3" 11'-0" 10'11" 9-1" 13'-T' 11'-4" 11'-4" 104"26 26 24 25 B B 2T4" 25'-1" 32 33 32 33 C D 374Y" 293"35 33 33 35 D D 9-1" 8'-1" 25 25 22 23 A A 16'-T' 15'-1" 29 28 27 28 C C 13'4" 174' 27 27 C 22 :22t' B -C S 9 'T 9S' T-9" 94"194' 26 26 C 19 -1" 32 32 D 28'-0" 36 36 E 3'3 2" 34 34 D. 2T-1" 36 36 D T-0" 23 23 A 14' '0 28 28 C 1V -S' 26 X23' C T 8' VT' 6-10' V -V' 9-9" 28 26 C 1T-10" 32 32 D 264' 37 37 E 21'4" 34 34 D 264" 38 36 D 9-11" 23 23 B 13'-1" 29 29 C 104' 26 23 C 8' 9 T4" V-1" 7'4" 94' 27 27 C 18'-10' 33 33 D 24'4" 37 37 E 204" 35 35 D 23'-10" 37 37 E 6'-T' 25 24 B 17-4" 30 30 C 10-1' 26 24 C 9 10 9-T' S'S' 6'-9" 9-0" 27 27 C 15'-11" 33 33 D 2315 38 38 E 195" 36 36 D 274" 38 38 E 9-7' 25 24 C 10 11' W -U' 4'-11" V-7' 9-9" 28 28 C ls-T' 34 34 D 27-4" 39 39 E 18'4" 36 36 D 21'-7" 38 38 E 11' 17 5'4" 4'4" 5'4" 9-6' 29 29 C 14'-7" 35 35 D 21'-4" 39 39 E IT -9" 37 37 E 204" 39 39 E 17 13' 6-1" V-7 14'0" 35 35 D 20-6" 40 40 E 1T-0" 37 37 E 19-10' 39 39 E 13' 14' 4'-9" 4'-10" 13'4" 38 36 D 19-9" 40 40 E 16-W 38 38 E 19-1" 40 40 E 14' 15' 4'4" 13'4" 36 36 D 194" 41 41 E 15'-10' 38 38 E 18'4" 41 41 E 16 18' 17-7' 38 38 E 16'-6" 42 42 E 164" 39 39 E 1T-11" 41 41 E 18' 1T 173" 37 37 E 1T-11" 42 42 E 14'-11" 39 39 E 1T-4" 42 42 E 1T 18' 11'-11" 37 37 E 18'-11" 42 42 E 14'4" 40 40 E 16'-10' 42 42 E 18' 19 11'-T' 38 38 E IV-&, 43 43 E 14'-1" 41 41 E 16-W 43 43 E 19 20 113" 37 37 E 16'-7' 43 43 E 20 21' 111-0" 38 38 E 15'-9" 43 43 E 21 20 4' V_el T-7' 8'-11" 9-9" 25 21 C 9-8" 23 16 A 14'3" 28 24 C 11'-2' 26 19 C 4' 6 8'-11" 6$" T-1" 9-0" 25 22 C 274" 31 30 E 29-11" 32 31 E 51-9" 22 16 B 17-9" 27 25 C 104' 25 19 C 5' 6 6-9" 4'0 5'-11" 8'4" 25 23 C 20-11" 31 31 E 25'-4" 33 33 E SS' 22 17 B 1V-8" 28 25 C 9-1" 25 21 C 6 T 4'-11" 5'-1" 9-1" 25 24 C 19-1" 32 32 E 2&-U' 36 36 E 194" 32 32 E 23'-6" 34 34 E 61-1" 23 18 B 9-11" 25 25 C 8'4" 25 21 C T 8' T4" 24 24 C 1T-10' 32 32 E 26-7' 37 37 E 18'-1" 33 33 E 21'-11" 35 35 E 4'S' 23 18 B V -S" 25 25 C T-10' 23 21 C 8' 9 TS 25 25 C 16'-10" 33 33 E 24'4" 37 37 E 1T-1" 34 34 E 204" 36 36 E 9 10 T-2" 26 28 C 15'-11" 33 33 E 23'5" 38 38 E 16-2" 35 35 E 194" 37 37 E 10 11' 6'-11" 26 26 C 163" 34 34 E 27-4" 39 39 E 165" 38 36 E 18'-9" 38 38 E 11' 17 6'-9" 27 27 C 14'-T' 35 35 E 21'-4" 39 39 E 14'-9' 36 36 E 1T-11' 39 39 E 17 13' 14'-0" 35 35 E 204" 40 40 E 14'-2' 37 37 E 1T3' 39 39 E 13' 14' 13'4" 36 36 E 19-9' 40 40 E 13'4"37 37 E 16'-7" 40 40 E 14' 15' 13'-0" 36 38 E 19-1"41 41 E 13'-2" 38 38 E 18'-0" 41 41 E 16 18 17-T36 36 E 18'4" 42 42 F 1749" 39 39 E 16-6" 42 42 E 18' a. 60 T_2 C 5'4" 22 15 8 1749" 27 23 C 4- ''5' 15. S -T' 4'-T' 60 8'4" 25 22 C 20-7" 30 29 E 25-0" 32 31 E 5'-7' 22 16 B 11'5" 26 24 C S 6' 4'8" 4'-9" T-10" 23 22 C 18'-9" 30 30 E 27-9" 32 32 E 6-1" 22 16 C 94" 25 24 C 8' T T4" 23 23 C 19-1" 32 32 E 28'0 35 35 E 1T4" 31 31 E 21'-1" 33 33 E T & T-2" 24 24 C 1T-10" 32 32 E 25'-T' 38 36 E 19-T 32 32 E 19'4r 34 34 E 8' 9 6'-10" 25 24 C 18'-10" 33 33 E 24'-T 37 37 E 164" 33 33 E 18'-7" 35 35 E 9 10 6'4" 25 25 D IVA1" 33 33 E 23'5" 38 38 F 14'4" 34 34 E 1T4" 38 36 E 10 11' 8'S' 28 28 D 15'3' 34 34 E 27-N' 39 39 F 13'-10" 34 34 E 18'-10' 37 37 E 11' 17 8'3" 27 27 D 14'-7' 35 35 E 21'-4" 39 39• F13'3' 35 35 E 16'-1" 38 38 E 17 13' 14'-0' 35 35 E 20-8" 40 40 F 17-0" 36 36 E 160 39 39 E 13' 14' 13'4" 36 36 E 19-9' 40 40 F 173" 37 37 E 14'-11" 39 39 E 14' 15' -0 13'" j 36 38 E 1 19-1" 1 41 41 F 11'-10' 37 37 E 14'5" 40 40 E 16 EQUIVALENT FOOTERS V CON- STRAINED NONCM STRAINED 18 18 19 20 20 22 21 29 22 C 24 23 26 24 27 25 29 26 31 27 33 28 35 29 36 30 38 31 39 32 40 33 41 34 43 35 44 36 46 37 47 38 48 TABLE 2.2 THIS TABLE MAY BE USED WITH COMMERCIAL, PATIO OR LATTICE STRUCTURES ,qW r0o #29-51�sl E. m11 6C70 �;i - 3 1 2 UILDW DEPARTMEAt APPROVED 0AmcerimlBa,Ilx 1 140 ALL PRS ODDRIVE ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED PATIO STRUCTURES SHEET 2 OF 8 DATE: 2/8/20 1 2.0 FRFFSTANDING OND ATTACHED PATIO STRUCTURES LIVE TRIS MAC COLUMN SPACING Y BOWE STEEL HEADER 7 ROLLFORMED C BEAM 17 ROLLFORMED C BEAM C [BEAM 7'1 BEAM S 1? ROLLFORMED HEADER ALASKAN EXTRUDED HEADER 51? EXTRUDED HEADER TRIG LOAD WIDTH FOR ATTACHED PATIO MAX CONS. FOOTER SIZE MAX CONS. FOOTER SDE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE WIDTH 17-0' J ON SLAB COLUMN COLUMN COLU M COLUMN COLUMN COUMI COLUMN COLUMN (IM FREE ATTACHED FREE ATTACHED FREE ATTACHED FREE ATTACHED FREEI ATTACHED FREE ATTACHED FREE ATTACHED FREE ATTACHED B 6 SPACING SPACING SPACING SPACING SPACING SPACING SPACING SPACING B U30Nfi COLUMNA• ALL FTR FTR .MIN. FTR FTR MN. FTR FTA MM FFR FTR MN. FTR FTR AIN. FTR FTR MON. FTR FTR MI N. FTR FTR MIL 28 C MMX COL. I OTHERS 25 Vv 9 COL. 9-7' V V COL. 9-11" V V COL. 9.4" V V COL 12 V V COL 25 V V COL. 27 V V COL. 28 V V COL. 8'4" 25 25 8'-W 1 1176' JONSLAB 27 27 C TYPE 27 27 C TYPE 4'-0" W -e' 25 TYPE B 10-7' 28 TYPE C 9-T' 25 TYPE C 21 5'4" TYPE 23 20 B TYPE 25 22 C TYPE 25 30 4 6-11Y' 4'-10" 8' 8'4" 25 20 C 25 23 C T-9 23 22 C 15 T-0" 4'-10" 23 20 B T-8" 23 23 6-2" 22 15 C 11'4' 26 22 C 9-2" 25 18 C 4- 23 5 4'4" 23 4'-10" 7-10" 23 21 C 17 27 14 8'-0' 25 23 C 6'4" 18'-10' 30 28 E 27-10 31 30 E V-10" 22 15 C 95' 25 22 C 9-2" 25 19 C S 18 6 9-7 25 21 TS" 23 22 C C 19 6-0" 6-e. 22 19 B V-7' 1T-2' 30 30 E 20-10' 32 32 E 4'4" 22 15 C T-10' 23 22 C TS" 23 19 C 8' 19 7 20 21 34 T4" 23 22 C 16'•3" 31 31 E 25'-7' 34 34 E 19-11' 31 31 E 194" 32 32 E 23 22 C 20 9.0" 21 21 22 9-10' 23 20 C T 6-7' 8 23 C 22 6'4" 23 23 C 1T4" 32 32 E 24'-1" 36 36 E 14'-10" 32 32 E 18'-1" 34 34 E 25 20 C T-10" 23 19 C 23 6-0" 4'-7" 22 18 8' 7-4"23 9 21 C T-0" 6'-8" 25 24 D 16'-10" 33 33 E 23-1" 37 37 F 14'-0" 33 33 E 17'-0" 35 35 E 63" 23 21 C 5'-7" 23 21 C 9 10 8'3" 25 25 D 193" 34 34 E 274" 38 38 F 1V-4" 33 33 E 16'-2" 35 35 E C 5' 0" 5'4" 22 19 C 5-10" 10 19 11 8 0 8'0 28 25 D 16-W 34 34 E 21'-7" 38 38 F 174" 34 34 E 16-5" 38 36 F C 1 4'-11" 1 16 C 11' 12 T-10" 26 25 D 15'3" 35 35 E 21'-0" 39 39 F 17-2" 35 35 E 14'-9" 37 37 F 17 13 14'-10" 36 38 E 205" 40 40 F 114" 36 36 E 14'-7' 38 38 F 13' 14 14'4" 37 37 F 19-9' 40 40 F 11'3" 36 36 E 13'4" 38 38 F 14' 40 4 T 23 19 C 4'-9" 22 1 C 8'-1 25 20 8-0" 23 17 C 4' 5 T-2" 23 21 C 19.4" 29 27 E 19-10' 30 29 E V4" 22 15 C T-1" 23 20 C T-2" 23 18 C 6 8 9-9" 23 21 C 14'-11" 29 29 E 18'-7' 31 31 E 9-5. 23 18 C 6' 7 V -S. 23 22 D 16'-7" 30 30 E 27-10" 33 33 F 13'-10" 30 30 E 19-W 32 32 E T 8 V-1" 23 23 D 15-10" 31 31 E 21'-10' 34 34 F 17-11" 31 31 E 16-W 33 33 E 8' 9 5-10' 25 23 D 15'3" 32 32 E 21'-0" 35 35 F 17-2" 31 31 E 14' -ID' 33 33 F 9 10 S4" 25 24 E 14'-9' 33 33 F 20'3" 37 37 F 11'-7" 33 33 E 14'-0" 34 34 F 10 11 S4" 26 25 E 14'3" 34 34 F 193" 37 37 F 11'47" 33 33 F 13'-5" 35 35 F 11' 12 64" 26 25 E 13'-10" 34 34 F 19-1" 38 38 F 10-T' 34 1 34 F 17-10" 35 35 F 17 80 4 W -W 23 18 C 4'-0" 22 13 C 6'-0" 2217 C V -T' 23 18 C 4- 5 8'3' 23 20 D IT -s" 28 27 E 163" 30 30 E 5!4r 22 17 D S 6 5'-10" 22 20 D 173" 29 29 E 14'-10' 31 31 F 6 7 5'-7" 23 21 E IN-&, 31 31 E 19-11" 35 35 F 1114" 30 30 E 13'-9' 33 33 F T 8 514" 23 22 E 13'-10" 32 32 E 19-1" 38 38 F 10-T 32 32 F 17-10" 34 ' 34 F 8' 9 6-1" 25 23 E 13'4" 34 34 E 18'-4" 39 39 F 10'-0" 33 33 F 17-7' 38 36 F 9 10 4'-11" 25 22 E 17-10' 34 34 E 1T-9" 40 40 F 94" 34 34 F -I lm -5" 35 35 F 10 COL COLUMN SCHEDULE FOR ATTACHED PATO STRUCTURES MAX COL HGHT A 0.024"x3" SQUARE ALU6 COLUMN 11'6' B 0.032x 1 1/t' SQUARE ALUM 8'-0" O SCROLL COLUMN N Z B_ 0.02T x 3' SOLUTE ALUM COLUMN 11'-4' C 3' CLOVERLEAF ALUML 0.040' 176' D FLUTED COLUMN ALUM. 0.082 17-0- E 3'CLOVERLEAF STEEL 0.048' 17.0' F 3' SQUARE STEEL COLUMN 17-0' O P BOWE STEEL COLUMN 17-0' H 5' SQUIRE STEEL COLUMN 17-0' J B' SQUARE STEEL COLUMN I 17-0' COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTISPAN STRUCTURES COLUMN I NOTES E 8'-T MAX. COU NMN HEIGHT F 11"MAX COLUMN LENGTH O 17 MAX. COLUMN LENGTH 117 N MAX. COLUMN LENGTH ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN 'A' MAY BE REPLACED W1 B -J V MAY BE REPLACED W1 CJ, ETC. LNEAR INTERPOLATION FOR ALL CALCULATIONS IS ALLOWED SCHEDULE OF MAX COLUMN SPACING FOOTING SIZE AND COLUMN TYPE FOR PATIO APPLICATIONS LIVE TRIB 0.036'x 3'x 8• HEADER 0.04Yx3'x8•READPR I DOUBLE 0.037 x 7x 11• HEADER LOAD WIDTH MAX • CONS. FOOTER SIZE CONS. FOOTER SIZE MAX CONS. FOOTER SIZE FREE FREE ATTACHED WA WA COLUMN ATTACHED FREE ATTACHED COLUMN FTR FTR FTR MN. WA WA SPACING FTR ANIHL FTR FTR MON. SPACNO 91FMT) 8 4 5 V V COLV V COL. V V COL. X'SF) (Fn (FT) (IN) N) TYPE(IM (M TYPE (FT) IM (IM TYPE 70 8 90 MPH WNDSPEED LESS THM 17 10 4'-0" 17-1" 27 23 A 14'-1" 28 24 B 13'3" 27 23 B 6 6-0" 10'-9" 26 23 B 17-7' 27 25 B 11'-10' 26 24 B 9 B-0" 9-10' 25 24 B 11'4" 26 25 C IV -91 28 25 B 14 T-0' 9-1" 25 25 B 10'-T' 26 28 C 1d1Y' 25 25 C 9 8'-0" 9-7' 25 25 B 9-11" 28 26 C 9.4" 26 26 C 12 9-0" T3" 25 25 B 94, 27 27 C 8'-10' 26 28 C 10 10-0" 8'4" 25 25 B V-10" 27 27 C 8'4" 27 27 C 20 4'-0" W -e' 25 20 B 10-7' 28 21 C 9-T' 25 21 C 21 5'4" 6-10" 23 20 B 9-1" 25 22 C V -v. 25 22 C 13 8'-0" 51-8" 22 20 B 8'3" 25 23 C T-9 23 22 C 15 T-0" 4'-10" 23 20 B T-8" 23 23 C T3" 23 23 C 13 9-0" 4'3" 23 21 B 6'-9" 23 23 C 6-91 23 23 C 16 9-0" 17 17 27 14 8'-0' 25 23 C 6'4" 25 24 C 28 10-0 15 15 16 16 51S' 25 24 C 5'-9" 25 24 C 25 4'-0" 9-11" 23 18 B 9-7 25 21 C 8'-T' 25 20 C 19 6-0" 6-e. 22 19 B V-7' 25 22 C T4" 23 21 C 17 6'-0" 4'-T' 22 19 B T-3" 23 22 C T 0" 23 21 C 19 T-0' 20 21 34 17 &IT, 23 22 C 9.61 23 22 C 35 94" 18 19 19 20• V-61 23 22 C 6-9" 23 22 C 20 9.0" 21 21 22 22 V-10" 25 22 C 6-7' 25 23 C 22 10 0 38 19 20 20 21 21 22 22 4'-T' 25 22 C 30 4'-0" 6-9" 22 17 B 8'4" 25 20 C T-10" 23 19 C 23 6-0" 4'-7" 22 18 B 7-4"23 22 21 C T-0" 23 20 C 42 8'-0" 22 22 23 29 6'-1" 23 21 C 6'5" 23 21 C T-0" 63" 23 21 C 5'-7" 23 21 C 8'-0'4'-T' 21 C 4'-10" 23 21 C 40 4'-0'44" 22 16 B 6'-11" 23 18 C 6'-10' 23 18 C 5' 0" 5'4" 22 19 C 5-10" 22 19 C 8 0 4'-T' 22 19 C 4'-11" 22 19 C 60 4'-0" 4'4' 22 16 C 1 4'-11" 1 16 C GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIDTH, OVERHANG, WIND LOAD AND UVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 2.6 AND DRAWINGS ON 678062 OF "STRUCTURAL CONFIGURATIONS". 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 25 THAT HAS ADEQUATE COLUMN SPACING. 6 USE THE FOOTER SIZE SHOWN. 7 FOR SINGLE SPAN ATTACHED PATIO, USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE O/C SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CD04 DETAIL'AE. 10 FIND THE APPROPRIATE DETAILS ON 87CDOI TO 97CD08. FOR CONCRETE PATI) SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMN "A" (8'-0" OR 1(Y-6) 6 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 2.1 7 CHOOSE A HEADER (TABLE 2.1 OR 2.5) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE W OR STRONGER (UNLESS USING COLUMN "A') 9 FOLLOW STEP 8, 9 AND 10 ABOVE. TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES F(1R PIVCM RR(]IFrmnr M ANTI AVPRMAM(: 1Pn1IMn9:n I IIT PROJ. (FT) B 1 2 OVERHANG 3 4 (FT) 5 B 7 8 3 4 4 5 WA WA N/A WA WA 7 4 4 5 5 WA WA WA WA WA 8 4 5 5 8 8 WA WA WA WA 9 5 5 6 6 7 WA WA WA WA 10 5 8 8 7 7 8 WA WA WA 11 - 6 6 7 7 8 8 WA WA WA 11z1 A> 7 7 8 8 9 9 WA WA 3 1 7 8 8 9 9 10 WA WA 14 7 8 8 9 9 10 10 11 WA 15 8 8 9 9 10 10 11 11 WA 18 8 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 16 9 10 10 11 11 12 12 13 13 19 10 10 11 11 12 12 13 13 14 20 10 11 11 12 12 13 13 14 14 21 11 11 12 12 13 13 14 14 15 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 15 15 16 24 12 13 13 14 14 15 15 16 16 25 13 13 14 14 15 15 18 16 17 26 13 14 14 15 15 16 16 17 17 27 14 14 15 15 16 18 17 17 18 28 14 15 15 16 16 17 17 18 18 29 15 15 16 16 17 17 18 18 19 30 i5 18 18 17 17 18 1$ 19 19 31 16 16 W 17 18 18 19 19 20 32 16 17 17 18 18 19 19 20 20 33 17 17 18 18 19 19 20 20 21 34 17 18 18 19 19 20 20 21 21 35 18 18 19 19 20• 20 21 21 ' 22 38 18 19 19 20 20 21 21 22 22 37 19 19 20 20 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 39 20 26 21 21 22 22 23 23 24 40 20 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 42 21'• 22 22 23 29 24 24 25 25 THIS TABLE MAY BE USED FOR COMMERCIAL, PATIO OR LATTICE STRUCTURES BUTTE COMM BUN.piNG DEPARTIYIE#R AfFROVED W Amerimax 114 PRO DTIV ELKHART IN 46514 ICBO ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED PATIO STRUCTURES SHEET 3 OF 8 DATE: 2 B 2000 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES LIVE LOAD TRIB S' 1 BEAM 7' 1 BEAM /0' 1 BEAM LIVE LOAD TRIG WIDTH 3' CLOVERLEAF STEEL HEADER B' STEEL 0 BEAM 10* YTEEL O BEAM TRIB WIDTH WIDTH MAX COLUMN SPACING CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX COLUMN SPACING CONS. FOOTER SGS MAX COLUMN SPACING CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX COLUMN SPACING CONS, FOOTER SIZE FREESTANDING ATT COLUMN FREESTANDING ATT FREESTANDING ATT FREESTANDING ATT COLUMN 25 ATT FREESTANDING ATT FOOTER-WT(IN)FTR "d IN SPACING FOOTER 9d FTR Nr I FOOTER'd" I FTR COLUMN HEIGHTS "d' 8T 11' 16 I IN FOOTER "d I COLUMN HEIGHTS 87" 11' 1S ITC FTR '+Q' N SPACING IN FM °d IN FOOTER "d' IN FTR '�PS IN COLUMN HEIGHTS Vr 11' 19 1& COLUMN HEIGHTS S7" 11' 15' 16' EFREESTAND(NG GHTS 18' COLUMN HEIGHTS 67" 11' 15 18 /u Mrn E_Arv. "Kff m - m mom Froricl iwF M 20 4' 24'-3" 26 28 30 31 24 29'-0" 27 29 31 33 26 40'-11" 29 31 34 36 29 20 4' 9'-9" 23 25 27 28 18 25'3" 26 28 30 31 25 34'-8" 28 30 33 34 27 4' 33 6 275" 26 27 29 31 26 26-11" 27 28 31 32 27 3T-11" 30 31 33 35 30 35 5 8'-11" 20 22 24 25 19 23'5" 26 27 29 31 26 32'-3" 29 30 32 34 29 S 17-3" 6' 20'-11" 28 28 29 30 28 26-4" 28 28 30 31 28 36-9" 32 32 33 34 32 6' V-2" 20 22 24 25 20 22-0" 27 27 29 30 27 30'-4" 30 30 32 33 30 6 25 T 19-4" 27 27 28 29 27 235" 29 29 29 31 29 373" 33 33 33 34 33 20 T T-6" 20 21 22 23 20 20'-11" 28 28 29 30 28 28'-10" 31 31 31 33 31 T 27 8' 18'-1" 28 28 28 29 28 21'-11" 30 30 30 30 30 31'-1" 34 34 34 34 34 V T-0" 21 21 22 23 21 20'-0" 29 29 29 29 29 2T5" 32 32 32 32 32 8' 26 9' 1 T-1" 28 28 28 29 28 2(7-8" 30 30 30 30 30 29-4" 34 34 34 34 34 9 6'-8" 21 22 24 25 21 19-2" 30 30 30 30 30 26-6" 33 33 33 33 33 9 29 10' 16'-2" 29 29 29 29 29 19'-8" 31 31 31 31 31 2T-0" 35 35 35 35 35 1T 10' 6-4" 22 22 24 25 22 18'-2" 30 30 30 30 30 26-7" 34 34 34 34 34 10' 30 11' 15'-S" 30 30 30 30 30 18'3" 31 31 31 31 31 26-2" 35 35 35 35 35 11' 6'-0" 21 23 25 26 21 1 T-4" 31 31 31 31 31 24'-9" 34 34 34 34 34 11' 1 33 17 14'-" 30 30 BO 30 30 1T-11" 32 32 32 32 32 26-1" 36 36 36 36 36 12' 6-9" 21 23 25 26 21 16-7" 31 31 31 31 31 24'-1" 36 36 36 36 36 12' 28 13 14'-2" 31 31 31 31 31 1T-3" 33 33 33 33 33 24'-1" 36 36 36 36 36 15' 13' 65" 22 24 26 27 22 16-11" 31 31 31 31 31 23'-4" 36 36 36 36 36 13' 14' 13'-8" 31 31 31 31 31 16'-T' 33 33 33 33 33 23'-2" 37 37 37 37 37 14' 64" 22 24 26 27 22 16-4" 32 32 32 32 32 22'5" 36 36 36 36 36 14' 16 13'-2" 31 31 31 31 31 16'-0" 34 34 34 34 34 22'5" 37 37 37 37 37 16 6-2" 23 25 27 28 23 14'-10" 32 32 32 32 32 21'-9" 37 37 37 37 37 16 16' 1 17-9' 1311311311311 31 31 31 1 15'5" 1341341341341 34 34 34 34 34 1 21'4" 137137137137137 37 1 1 16' 1 6-0" 1241251271281 24 1 14'-4" 1331331331331 331 21'-0" 1371371371371 371 16' /L1 Ml m LA1-l. umn L. /11 MMM FXV TV -1 IMF r- 20 4' 24'3" 30 32 34 36 24 29-0" 31 33 36 37 26 39'5 33 36 36 40 29 20 4' 9'-9" 23 25 27 28 18 23'3" 29 31 34 35 24 34'-1" 32 35 37 39 27 4' 33 S 22'5" 29 31 34 35 26 26-11" 30 32 35 37 27 364" 32 35 37 39 30 35 6 V-11" 23 25 27 28 19 20'-10" 29 31 33 35 25 m 30'5" 32 34 36 38 28 6 17-3" V 20'-11" 29 31 33 35 27 264" 30 32 34 36 28 373" 32 34 37 39 31 V V-2" 23 25 27 28 20 19-0" 28 30 32 34 26 2T-10" 30 32 35 37 29 V 25 T 19-4" 28 30 32 34 27 23'-6" 29 31 34 35 29 29-10" 31 33 36 37 31 20 T T-6" 22 24 26 27 20 1 T-7' 27 29 31 33 26 25'-9" 30 32 34 36 30 T 27 8' IVA" 28 30 32 34 28 21'-11" 30 31 33 35 30 2T-11" 32 32 35 37 32 V T-0" 22 24 26 27 21 16-6' 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 26 9 1T-1" 29 29 31 33 29 20'-8" 30 31 33 35 30 26-4" 33 33 35 37 33 9 6'-8" 23 25 27 28 21 15'-6" 28 28 30 32 28 22'-9" 31 31 34 35 31 9 29 10' 16-2" 29 29 31 33 29 19-8" 31 31 32 34 31 26-0" 33 33 34 36 33 1T 10' 6'-4" 23 25 27 28 22 14'-9" 28 28 30 32 28 21'-T' 32 32 33 35 32 10' 30 11' 16-6' 30 30 30 32 30 18'-9" 31 31 32 34 31 24'-0" 34 34 34 36 34 11' V-0" 25 26 28 30 21 14'-0" 28 28 29 31 28 20'-T' 32 32 33 35 32 11' 1 33 12' 14'-9" 30 30 30 32 30 1T-11" 32 32 32 33 32 23'-6" 35 35 35 35 35 12' 6-9" 25 26 28 30 21 13'-5" 29 29 29 31 29 19'-8" 33 33 33 34 33 17 28 13' 14'-7' 31 31 31 32 31 1T3" 33 33 33 33 33 22'5" 35 35 35 35 35 15' 13' 64' 26 27 29 31 22 12'-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13' 14' 13'-8" 31 31 31 31 31 16'-T' 33 33 33 33 33 21'-9" 36 36 36 36 36 14' 64" 26 27 29 31 22 12'-5" 30 30 30 31 30 163" 34 34 34 34 34 14' 16 13'-2" 31 31 31 31 31 16'-0" 34 34 34 34 34 21'-0" 37 37 37 37 37 16 S-2" 26 28 30 32 23 12'-0" 31 31 31 32 31 17'-T' 34 34 34 34 34 15 16' 1 12'-9" 131,31, 31 31 31 15'5" 34 34 34 34 34 1 20'-4" 1371371371371 37 1 1 16 1 6-17 1261281301321 24 1 11'-T' 1311311311321 31 1 17'-0" 1351351351351 351 16 su MFIH rbxFKJSURt H Qn MPH FXPn.RI IRF R 20 4' 24'3" 30 32 34 36 28 29'-0" 31 33 35 37 30 40'-1" 34 36 39 40 34 20 4' 9'-9" 23 25 27 28 21 23'-T' 29 31 33 35 28 34'-T' 32 34 37 39 32 4' 33 6 22'5" 30 32 34 36 30 26'-11" 31 32 35 36 31 35'-10" 35 35 37 39 35 35 6 V-11" 23 25 27 28 22 21'-1" 29 30 33 34 29 30'-11" 33 33 36 38 33 S 17-3" 6' 20'-11" 31 31 33 34 31 25'-4" 33 33 34 36 33 32'-8" 36 36 37 38 36 6 V-2" 23 25 27 28 23 19-3" 30 30 32 33 30 28'-3" 34 34 35 37 34 6 25 T 19-4" 32 32 32 33 32 23'-6" 34 34 34 35 34 30'-3" 37 37 37 38 37 20 T T5" 23 23 25 27 23 1TAW 31 31 31 33 31 26-2" 35 35 35 36 35 T 27 8' 18'-1" 33 33 33 33 33 21'-11" 34 34 34 34 34 2&-4" 38 38 38 38 38 8' T-0" 24 24 25 27 24 16'-8" 32 32 32 33 32 24'-5" 36 36 36 36 36 8' 26 9' 1T-1" 33 33 33 33 33 20'-8" 35 35 35 35 35 29-9' 39 39 39 39 39 9 6'-8" 24 25 27 28 24 15'-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 9 29 10' 16'-2" 34 34 34 34 34 19'-8" 36 36 36 36 36 264' 39 39 39 39 39 1T 10' 6'-4" 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' 30 11' 165" 34 34 34 34 34 18'-9" 36 36 36 36 36 24'-10" 40 40 40 40 40 11' 6-a' 25 26 28 29 25 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 1 33 17 14'5" 35 35 35 35 35 1T-11" 37 37 37 37 37 23'-10" 41 41 41 41 41 12' 6-9" 25 26 28 29 25 13'-7" 34 34 34 34 34 20'-0" 38 38 38 38 38 12' 28 13' 14'-2" 36 36 36 36 36 1T3" 38 38 38 38 38 22'-10" 41 41 41 41 41 15' 13' 6-T 26 27 29 31 26 13'-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 14' 13'-8" 36 36 36 36 36 16'-T' 38 38 38 38 38 22'-0" 42 42 42 42 42 14' 5'-4" 27 27 29 31 27 12'-7" 35 35 35 35 35 18'-6" 40 40 40 40 40 14' 16 13'-2" 37 37 37 37 37 IV -a' 39 39 39 39 39 21'3" 43 43 43 43 43 15' 6-2" 27 28 30 32 27 12'-2" 36 36 36 36 36 1T-10" 40 40 40 40 40 16 16 1 17-9' 1361361361361 36 1 15'-6 139139 t 341391 39 1 20'-T' 1431431431431 4311 1 16 1 6-0" 1281281301321 28 1 11'-9' 1351351351351 351 1 T-3" 1411411411411 41 1 16 MPH EXPOSURE C 6 20'-1" 33 35 37 39 30 6' 19-4" 32 34 37 38 30 T 1T-0" 31 33 36 37 31 8' 16-11" 32 32 35 36 32 9' 16-0" 32 32 35 36 32 10' 14'-2" 33 33 35 36 33 11' 13'-0" 34 34 34 35 34 12' 13'4Y" 34 34 34 35 34 13' 12'-5" 35 35 35 35 35 14' 12'-0" 35 35 35 35 35 16 11'-T' 36 36 36 36 36 24'-11" 34 36 39 41 29 274' 33 35 38 40 31 20'-4" 33 35 37 39 32 16-10" 32 34 37 38 32 1T-8" 33 33 36 37 33 16'-7" 34 34 36 37 34 16-9" 34 34 35 36 34 15'-0" 35 35 35 36 35 14'-5" 36 36 36 36 36 13'-10" 36 36 36 36 36 13'4" 37 37 37 37 37 12'-10" 37 37 37 37 37 70 8 90 MPH EXPOSURE B / 70 MPH 25 4' 27-6" 29 31 34 35 28 37 6 20'-7" 29 31 33 35 29 41 V 19-Y' 30 30 32 34 30 21'-T' T 1 T-4" 31 31 31 33 31 36 8' 16'-3" 32. 32 32 33 32 38 9' 164" 32 32 32 32 32 IVA" 10' 14'5" 33 33 33 33 33 39 11' 13'-10" 33 33 33 33 33 39 17 173" 34 34 34 34 34 V_cr 13' 17-9" 34 34 34 34 34 8'S" 14' 17-3" 35 35 35 35 35 &-.1" 16 11'-10" 35 35 35 35 35 N 26-(r 31 32 34 36 31 22'-9" 32 32 34 35 32 21'-1" 33 33 33 35 33 19-9' 33 33 33 34 33 18'-7" 34 34 34 34 34 1T-8" 35 35 35 35 35 16-10" 35 35 35 35 35 16'-1" 35 35 35 35 35 16-6' 36 36 36 36 36 14'-11" 37 37 37 37 37 14'5" 38 38 38 38 38 30'-T' 36 38 41 43 31 2T-4" 35 37 40 42 33 24'-11" 34 36 39 41 33 23'-1" 35 35 38 40 35 21'-T' 35 35 37 39 35 2(7-4" 36 36 37 39 36 19'-4" 37 37 37 38 37 18'-10" 37 37 37 38 37 IVA" 38 38 38 38 38 1T-4" 39 39 39 39 39 16'-8" 39 39 39 39 39 16'-2" 401401401401 26 21 40 363" 35 35 37 39 35 32'-2" 36 36 37 39 36 29-9" 37 37 37 37 37 2T-10" 37 37 37 37 37 26'3" 38 38 38 38 38 24'-11" 39 39 39 39 39 23'-6" 39 39 39 39 39 22'5" 40 40 40 40 40 21'-8" 41 41 41 41 41 20'-10" 41 41 41 41 41 20'-2" 42 42 42 42 42 90 MPH EXPOSURE C 20 4' 9-9" 27 28 31 32 21 1T-11" 31 33 36 37 26 293" 35 37 40 42 30 4' 5' 8'-0" 27 28 31 32 22 16'-0" 30 32 35 36 27 23'-6" 33 35 38 40 31 6 6 8'40" 25 27 29 30 23 14'-T' 30 32 35 36 28 21'-5" 33 35 37 39 32 6' T T-5" 25 27 29 30 24 13'-6" 29 31 33 35 29 19-10" 33 34 37 38 33 T V 6'-11" 25 27 29 30 24 12'-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 V 9 6-7" 27 28 31 32 25 11'-11" 30 30 32 34 30 1T5" 34 34 36 37 34 9 10' V-2" 27 28 31 32 26 11'-4" 31 31 32 34 31 16'-7" 35 35 36 37 35 10' 11' 6-11" 28 30 32 34 25 10'-9" 31 31 32 34 31 15'-10" 35 35 35 36 35 11' 12' 64' 28 30 32 34 25 10'4" 32 32 32 34 32 15'-2" 36 36 36 36 36 12' 13' 6-6' 29 31 33 35 26 9'-11" 32 32 32 32 32 14'-6" 37 37 37 37 37 13' 14' 63" 29 31 33 35 27 9-T' 33 33 33 33 33 14'-0" 37 37 37 37 37 14' 16 6-1" 30 32 35 36 27 9-3" 33 33 33 33 33 13'5" 37 37 37 37 37 16 16' 4'-11" 30 32 35 36 28 V-11" 331331331331 33 13'-1" 38138 381381 38 16' 4' W -Er 23 25 27 28 20 23'-5" 29 31 33 35 28 32'-3" 32 34 37 38 31 4' 6 8'-0" 22 23 25 27 21 21'-1" 28 30 33 34 29 29-11" 33 33 35 37 33 6 6' T-4" 22 23 25 27 22 19-3" 30 30 32 33 30 28'-2" 34 34 35 37 34 6' T 6'-0" 22 23 25 27 22 1T-19' 31 31 31 33 31 26-2" 35 35 35 36 35 T V 6'4" 23 23 25 27 23 19-8" 32 32 32 33 32 24'-5" 36 36 36 36 36 V 9 6'-0" 24 25 27 28 24 15'-5' 32 32 32 32 32 23'-1" 37 37 37 37 37 9 10' 6-8" 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' 11' 65" 25 26 28 29 25 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 17 6-2" 26 26 28 29 26 13'-7" 34 34 34 34 34 20'-0" 38 38 38 38 38 12' 13' 4'-11" 25 27 29 31 25 13'-1" 35 35 35 35 35 19-2" 39 39 39 391 39 13' 14' 4'J" 26 27 29 31 26 17-7" 35 35 35 35 35 18'5" 40 40 40 40 40 14' 16 4'-T 261281301321 26 12'-2" 36136136136 36 1 T-10" 40140 40 40 40 16 LIVE PRO- 5 1/8' EXTRUDED HEAD LOAD JEC- MAX SIZE TION COLUMN ATT SPACING "C�ONS.3t FTR P 878 IN 70 MPH EXPOSURES 20 8' 11'-2" 21 23 25 26 19 9' 10'5" 21 23 25 26 19 10' 10'-0" 20 22 24 25 19 11' 9-6" 21 23 25 26 20 12' 9-1" 21 23 25 26 21 13' V_cr 22 24 26 27 20 14' 8'S" 22 24 26 27 21 16 &-.1" 23 25 27 28 21 1V T-10" I 23 1 25 27 28 21 1T T -T 24 25 27 29 21 70 MPH EXPOSURE C 20 V 11'-2" 25 26 28 30 19 9 1U-6' 25 26 28 30 19 10' 10'4Y" 23 25 27 28 19 11' 9'-6" 25 26 28 30 20 12' 9-1" 25 26 28 30 21 13' V-9" 26 27 29 31 20 14' 8'5" 26 27 29 31 21 16 8'-1" 26 28 30 32 21 15 T-10" 26 28 30 32 21 1T I T-7" 27 29 31 33 21 90 MPH EXPOSURE B 20 V 11'-2" 24 26' 28 29 22 9 10'5" 24 26 28 29 22 10' 10'-0" 23 25 27 28 22 11' 9S" 24 26 28 29 23 12' 9-1" 24 26 28 29 24 13 V-9" 25 27 29 31 24 14' V-5" 25 27 29 31 24 16 8'-1" 26 28 30 32 25 16' TAW 26 28 30 32 24 1T I T -T' 1271291 31 331 25 90 MPH EXPOSURE C 20 8' 11'-2" 28 30 32 34 23 9 19-6' 28 30 32 34 23 10' 10'-0" 27 28 31 32 23 11' 9S" 28 30 32 34 24 12' 9-1" 28 30 32 34 24 13' V-9" 29 31 33 35 24 14' 1 V-5" 1 291 31 1 33 35 25 70 MPH EXPOSURE B AND C 25 8' 10-0" 23 25 27 28 18 9 9-5" 23 25 27 28 19 10' V-11" 23 25 27 28 19 11' 8'-6" 25 26 28 30 19 12' V-2" 25 26 28 30 20 13' TAU' 26 27 29 31 20 14' T5" 26 27 29 31 20 15' T-3" 26 28 30 32 20 16' 1 T-0" 1 261 281 301 321 20 I AULIZ 3.L ALL FOOTERS LISTED ARE CONSTRAII TO USE NONCONSTRAINED FOOTERS SEE TABLE ON SHEET 2 OF 8 1 Amerimax BMW PRODUCTS, INC. 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 4 OF 8 DATE: 2/8/2000 a MAR 0 3 2000 1 n COCCCTAun1u t Aun ATTArucn rnUUC0t-1AI CT0E1rT11Dc4 LIVE LOAD TRIS WIDTH W1 BEAM 7' 1 BEAM /0' 1 BEAM 275 aWD�TH LOVERLEAF STEEL HEADER B' STEEL 0 BEAM 10' BTSEL D TEAM TRIG MAX CONS. FOOTER SIZE MAX CONS. FOOTER SGS MAX OOLUMN SPACING CONS FOOTER Sr2E' X CONS. FOOTER SRE MAX CONS. FOOTER S�COLUMN 43 31 FREESTANDI ATT COLUMN FREEST NG ATT FREEST ATTMN FREESTANDING ATT COLUMNFREESTANDINGSPACING 28 17 '>T I FTR COLUMN HEIGHTS "d' 87 11' 15 18' 1 SPACING FOOTER'%r FTR COLUMN HEIGHTS "R' BT 11' 1518' FOOTER "d" FTRING COLUMN HEIGHTS 'd'COLUMN 8-r11' 15 18' FOOTER-cr I HEIGHTP B'T 11' 15 18' N 24 8'T' 11' 15' 18' IN 32 BT 11' 15 /5 I 90 MPH EXPOSURE C 70 MPH EXPOSURE C 25 4' 275 33 35 38 40 28 24'-11" 34 36 39 41 29 317-T' 36 38 41 43 31 25 4' 9' 0" 23 25 27 28 17 23'-3" 29 31 34 35 24 32' 3" 32 34 37 39 27 4' 28 5 217-1" 33 35 37 39 , 29 22'-4" 33 35 38 40 31 2T4" 35 37 40 42 33 25 S 8'-0" 22 24 26 27 18 2a-10" 29 31 33 35 25 29-11" 31 33 36 37 28 5 29 6 19-4" 32 34 37 38 30 2a-4" 33 35 37 39 32 24'-11" 34 36 39 41 33 25 6' T-4" 22 24 26 27 19 19-0' 28 30 32 34 26 2T-117' 30 32 35 37 30 6' 30 T 1 T4" 31 33 36 37 31 18'-10" 32 34 37 38 32 23'-1" 33 35 38 40 35 25 T 6'-" 22 24 26 27 19 1 T-7" 27 29 31 33 26 26-7 30 32 34 36 30 T 30 8' 15-11" 32 32 35 36 32 1T-8" 33 33 36 37 33 21'-T' 35 35 37 39 35 25 8' V-4" 22 24 26 27 20 165' 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 31 9 15-0" 32 32 35 36 32 16-7" 34 34 36 37 34 2a -W" 36 36 37 39 36 27 9 9-0" 23 25 27 28 20 165" 28 28 30 32 28 27-9" 31 31 34 35 31 9 32 1a 14'-2" 33U35 32 16'-2" 35 '33 16-V 34 34 35 36 34 19'x" 37 37 37 38 37 27 117 S-8" 23 25 27 28 21 14'3" '28 28 30 32 28 21'-7" 32 32 33 35 32 117 32 11' 13'-6" 34.34 32 163' 35 35 16-T 35 35 35 36 35 18'-117' 37 37 37 37 37 28 11' 6-5" 25 26 28 30 21. 14'-0" 28 28 29 31 28 217-7" 32 32 33 35 32 11' 33 17 13'-0" 34 33 14'-" 35 34 14'3 35 35 35 35 35 18'-1" 38 38 38 38 38 28 17 6-2" 25 26 28 30 22 13'5' 29 29 29 31 29 19'-8" 33 33 33 34 33 17 33 13' 175' 35 33 14'-2" 36 35 13'-117' 35 35 35 35 35 1T-4" 38 38 38 38 38 29 13' 4'-11" 26 27 29 31 21 12'-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13' 34 14' 17-0" 35 34 13'-8" 36 35 13'-4 36 36 36 36 36 16-6' 38 38 38 38 38 29 30 14' C-9" 26 27 29 31 22 12'-5" 30 30 30 31 30 18'-3" 34 34 34 34 34 14' 1S 11'-T 36 36 12'-117' 36 36 36 36 36 16'-2" 39 39 39 39 39 16 4'-T' 26 28 30 32 22 12'-0" 30 30 30 30 30 1T -T' 34 34 34 34 34 16 7n R an MPH FYP(1C1IAF R / 7n MPH FYP(1CI IRF C 11 Qn MPH FYPt-RIIRF C - 30 4' 21'-1" 29 31 34 35 27 25'-4" 30 32 34 36 29 359 32 35 37 -1.3 32 25 4' 9-0" 27 28 31 32 21 1T-11" 31 33 36 37 26 263" 35 37 40 42 30 4' 31 S 18'-117' 28 30 32 34 28 22'-10" 30 31 34 35 30 37-3" 34 34 37 39 34 36 5' 8'4" 25 27 29 30 21 16'4" 30 32 35 36 27 23.6" 33 35 38 40 31 5 27 6' 1T-2" 29 29 31 33 29 20'-10" 31 31 33 35 31 29-5" 35 35 36 37 35 40 6' T-4" 25 27 29 30 23 14'-7" 30 32 35 36 28, 21'-5" 33 35 37 39 32 6' 36 T 15'-11" 30 30 30 32 30 19-4" 32 32 32 34 32 2T3" 36 36 36 37 36 32 T 6-9" 25 27 29 30 23 13'-6" 29 31 33 35 29 19-10" 33 34 37 38 33 T 23 8' 14'-117' 30 30 30 32 30 18'-1" 33 33 33 34 33 26-6" 36 36 36 36 36 37 8' 6'-4" 25 27 29 30 24 12'-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 35 9 14'-0" 31 31 31 31 31 1T-0" 33 33 33 33 33 24'-0" 37 37 37 37 37 12' 9 6'-0" 27 28 31 32 24 11'-11" 30 30 32 34 30 1T-6" 34 34 36 37 34 9 4'-11" 1 a 13'-4" 32 32 32 32 32 16'-2" 35 35 35 35 35 27-9" 38 38 38 38 38 1 T-4" 10' 6-8" 27 28 31 32 24 11'-4" 31 31 32 34 31 16'-T' 36 36 36 37 36 1 a 35 11' 17-8" 32 32132132 32 36 32 163' 35 35 39 39 35 21'5" 38 38 38 38 38 25 11' S5" 28 30 32,34 33 25 117-" 31 31 32 34 31 15'-10" 35 35 35 36 35 11' 30 12' 17-2" 33 33 33 33 33 14'-" 35 35 27 135 35 2a -T' 39 39 39 39 39 34 12' S-3" 28 30 32 34 26 1a -a" 32 32 32 34 32 15-2" 36 36 36 36 36 12' 134 13' 11'-" 33 33 33 33 33 14'-2" 36 36 36 19'-10'' 39 39 39 39 39 13' S-1" 29 31 33 35 27 9'-11" 32 32 33 35 32 14'-6" 37 37 37 37 37 13' 14' 11'-3" 34 34 34 34 34 13'-8" 36 36 36 19-1" 140 40 40 40 40 14' 15 4'-11" 4'-q" 29 30 31 32 33 35 35 36 26 26 9-7' 1 9-3" 33 33 33 33 33 33 35 36 33 33 14'-0" 13'-6" 37 37 37 37 37 37 37 37 37 37 14' 15 90 MPH EXPOSURE( JU W Ll --l" JJ m if m L0 L4 -ll 14 J0 -XI 41 LY JI -J 40 JD 41 -1.3 JL 35 /V a vu mrn CArwVr%r 35 21'-T' 35 0 37 39 5 18'-10" 32 34 37 38 29 274" 33 35 38 40 31 2&-U' 35 37 40 42 33 30 4' 8'-2" 23 25 27 28 20 29-6' 6 1 T-2" 31 33 36 37 30 29-4" 33 35 37 39 32 26-6' 34 36 39 41 34 26 5 T-4" 22 23 25 27 21 28 T 15-11" 30 32 35 36 30 18'-10" 32 34 37 38 32 27-8" 35 35 38 40 35. 8' 6' 9-8" 22 23 25 27 21 20 8' 14'-1 a' 31 32 35 36 31 1 T-8" 33 33 36 37 33 22'-1" 36 36 38 40 36 28 T 6'-2" 22 23 25 27 22 21'-T' 9 14'-0" 32 32 33 35 32 16'-7" 34 34 36 37 34 20'-117' 36 36 37 39 36 28 8' S-9" 22 23 25 27 22 25 1a 17-4" 33 33 33 35 33 16-9' 34 34 35 36 34 19-9" 37 37 37 38 37 12' 9 5-5" 23 25 27 28 23 21 11' 17-8" 33 33 33 35 33 16-0" 35 35 35 36 35 18'-10" 37 37 37 38 37 31 1a 5-2" 24 25 27 28 24 18'-3" 12' 12'-2" 34 34 34 35 34 14'5" 36 36 36 36 36 18'-1" 38 38 38 38 38 26 11' 4'-11" 24 26 28 29 23 12' 13' 11'-8" 34 34 34 35 34 13'-10" 36 36 36 36 36 1 T-4" 39 39 39 39 39 S 12' 4'-9" 24 26 28 29 24 21 14' 1 11'5" 1351351351351 35 36 28 35 1 13'-4" 1361361361361 37 39 32 36 1 195" 39 39 39 39 39 30 13' 4'-6" 25 27 29 31 25 D & 90 MPH EXPOSURE B / 70 M 4' 18'x" 28 30 32 34 26 S 16'-4" 27 29 31 33 27 6 14'-11" 27 28 30 32 27 T 13'-117' 28 28 29 31 28 8' 12'-11" 29 29 29 31 29 9 17-2" 30 30 30 31 30 10' 11'-7" 30 30 30 30 30 11' 11'-0 30 30 30 30 30 12' 1 1 a -T' 131131131 31 31 90 MPH EXPOSURE C 40 4' 18'4" 32 34 37 38 5 194" 31 33 36 37 6 14'-11' 30 32 35 36 T 13'-10" 29 31 33 35 IT 12'-11" 30 31 33 35 9 17-2" 31 31 33 35 117 11'-7" 31 31 32 34 11' 11'-0" 31 31 32 34 17 I 117-7" 32 132 132 134 60 4' 16-0" 30 32 35 36 5 13'5' 29 31 33 35 6' 173" 29 31 33 35 T 11'-4" 28 30 32 34 8' 117-7" 28 30 32 34 9 117-0" 29 29 31 32 10' 9-6" 30130131 32 28 28 29 30 31 31 31 26 27 28 28 29 PH EXPOSURE C 22'3" 29 31 34 35 28 19-10" 28 30 32 34 28 18'-2" 30 30 32 34 30 16'5" 30 30 31 33 30 16-0" 31 31 31 32 31 14'-1a' 31 31 31 32 31 14'-0" 33 33 33 33 1 33 13'3 33 33 33 33 33 12'-1a' 33 33 33 33 33 22'3" 33 35 38 40 28 19-10' 32 34 37 38 29 18'-2" 32 34 37 38 30 16'-" 31 33 36 37 31 16-8" 32 32 35 36 32 14'-10" 32 32 35 36 32 14'4" 33 33 33 35 33 13'5' 34 34 34 35 34 12'-10" 34 34134135 34 18'-3" 32 34 37 38 27 16'-3" 31 33 36 37 28 14'-10" 30 32 35 36 29 13' -Ir 30 31 33 35 30 12'-10" 31 31 33 35 31 12'-7' 33 33 33 35 33 11'5' 33 133 33 34 33 30'-T' 32 34 36 38 31 2T-4" 32 32 '35 37 32 24'-11" 33 33 34 36 33 23'-1" 34 34 34 35 34 21'-T' 34 34 34 35 34 217-4" 35 35 35 35 35 19-4" 36 36 36 36 36 18'-9" 36 36 36 36 36 1T-11" 37 37 37 37 37 317-T' 36 38 41 43 31 2T-4" 35 37 40 42 33 24'-11" 34 36 39 41 33 23'-1" 35 35 38 40 35 21'-T' 35 35 37 39 35 2a-4" 36 36 37 39 36 194' 371371371381 36 37, 28 37 18'-9" 38 38 38 38 38 1T-11" 38 38 38 38 38 25-T' 34 36 39 41 30 22'-117' 33 35 38 40 31 217-117' 33 35 37 39 32 19-4" 33 34 37 38 33 18'-1" 34 34 37 38 34 1 T4Y' 34 34 36 37 34 7n uow FYPf1Cl 1PF C 22'-0" 28 30 33 34 27 317-4" 31 33 36 38 31 4' 20'-5" 29 30 33 34 29 28'-2" 32 33 35 37 32 S 193" 30 30 32 33 30 26-6" 33 33 35 37 33 6' 1T -1(Y' 31 31 31 33 31 25'-2" 35 35 35 36 35 T 19-8" 32 32 32 33 32 24'-1" 36 36 36 36 36 8' 15'-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 9' 14'-11" 33 33 33 33 33 21'-10" 137 37 37 37 37 117 14'-3" 34 34 34 34 34 2a-10" 38 38 38 38 38 11' 13-7' 34 34 34 34 34 2a4" 38 38 38 38 38 12' 13'-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 12'-T' 35 35 35 35 35 18'-6" 40 40 40 40 40 14' 30 4' 8'-2" 23 25 27 28 17 22'4Y" 29 31 33 35 23 30'-4" 32 34 36 38 26 4' 11'-0' 5 T-4" 22 24 26 27 18 2a5" 29 31 33 35 25 28'-2" 31 33 36 37, 28 S 8'-11" 6' 6-8" 22 24 26 27 18 19'-0" 28 30 32 34 26 29-6' 30 32 35 37 29 6' 23 T 6-2" 22 24 26 27 19 1 T -T' 27 29 31 33 26 25'-2" 30 32 34 36 30 T 28 8' S-9" 22 24 26 27 19 16'-S' 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 9' 6-5" 23 25 27 28 20 16-6" 27 28 30 32 27 22'-9" 31 31 34 35 31 9' 32 10' 5-2" 23 25 27 28 2114!-9" 11'-4" 27 28 30 32 27 21'-T' 32 32 34 35 32 117 I T-6" 11' 4'-11" 25 26 28 30 20 14'-0" 28 28 29 31 28 20'-7" 33 33 33 35 33 11' 25 12' 4'-9" 25 26 28 30 21 13'-S' 28 28 29 31 28 15-8" 33 33 33 34 33 12' 21 13' f 4'" 26 27 29 31 21 12'-11" 28 28 29 31 28 18'-11" 34 34 34 34 34 13' 14' 4'-4" 26 27 29 31 22 12'3 29 29 29 31 29 18'-3" 35 35 35 35 35 1 14' 9U MPH tAPUSUKt I:: 30 4' 8-2" 27 28 31 32 21 1 T-11" 31 33 36 37 26 26-3" 35 37 40 42 30 4' 11'-0' 5 T-4" 25 27 29 30 21 16'-0" 30 32 35 36 27 23'-6" 33 35 38 40 31 5' 8'-11" 6 6-8" 25 27 29 30 22 14'-7" 30 32 35 36 28 21'-5" 33 35 37 39 32 6' 23 T 6'-2" 25 27 29 30 23 13'5" 29 31 33 35 29 19-10" 33 34 37 38 33 T 28 8' 6-" 25 27 29 30 23 12'-8" 30 31 33 35 30 18'-T' 34 34 37 38 34 8' 9 65" 27 28 31 32 24 11'-11" 30 30 32 34 30 1 T-6" 34 34 36 37 34 9 32 10' 6-2" 27 28 31 32 24 11'-4" 31 31 32 34 31 16-T' 35 35 36 37 35 10' I T-6" 11' 4'-11" 28 30 32 34 24 117-9" 31131 20 32 34 31 15'-10" 35 35 35 36 35 11' 25 12' 4'-9" 28 30 32 34 24 117-4" 32 32 32 34 32 15-2" 36 36 36 36 36 12' 21 13' 4'S"29 26 31 33 35 25 9'-11" 32 32 32 32 32 14'5" 37 37 37 37 37 13' 14' 4'-4" 129131 251 33 35 26 9'-7" 33 33 33 331 33 1 14'4" 37 37137 37 37 14' 40 4' T-2" 25 27 29 30 20 1T-11" 31 33 36 37 26 263" 35 37 40 42 30 4' 12' 5 6'-4" 25 27 29 30 20 16'-0" 30 32 35 36 27 27-6" 33 •35 38 40 31 S 35 6' 5-10" 23 25 27 28 21 14'-7" 30 32 35 36 28 21'5" 33 35 37 39 32 6' 27 T 55" 25 27 29 30 22 13'5" 29 31 33 35 29 19-10" 32 34 37 38 33 T 8' 5-0" 25 27 29 30 23 1748" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 291 9' 4'-" 27 28 31 32 22 11'-11" 30 30 32 34 30 1T-6" 34 34 36 37 34 9' 1 6-9" 1 117 4'-6" 27 28 31 321 23 11'4" 31 31 32 134 1 31 16'-T 35135136137 35 117 LIME PRO B 1/9' EXTRUDED HEADER LOAD JEC FREEST&POG CONS. FOOTER SIZE FOR ALL COLUMNS SEE TION OR MULTISPAN REESTANDING ATT OOTER'%r IN FIR ATTCHED ATTACHED :287 3- CLOVERLEAF STEEL COL. 1 Y-0- 8'-7' OLUMN HEKaFfTS 'd" P 18'-0' 11'-0' -F 11' 15 18' IN 90 MPH EXPOSURE B 25 S 117-0" 23 25 27 28 21 : 18'-0' 9 9S' 23 25 27 ••28 22 117 8'-11" 23 25 27 28 22 11' 8'-6" 24 26 28 29 22 12' 8'-2" 24 26 28 29 23 13' T-117' 25 27 29 31 23 14' T5" 25 27 29 31 23 15 T3" 26 28 30 32 23 1 16' T-0" 1 26 28 30 32 23 90 MPH EXPOSURE C 25 8' 1a-0" 27 28 31 32 21 9 9-5" 27 28 31 32 22. 117 8'-11" 27 28 31 32 22 11' 8'S" 28 30 32 34 23 12' 8'-2" 28 30 32 34 24 13' T-10" 29 31 33 35 23 14' I T-6" 1 29 31 1 33 351 24 70 MPH EXPOSURE B 30 . 8' 9-2" 20 22 24 25 21 9 8'-7" 20 22 24 25 21 1a 8'-2". 20 22 24 25 22 11' T3" 21 23 25 26 22 12' T-5' 21 23 25 26 23 13' T-2" 22 24 26 27 23 14' 6-10" 22 24 26 27 23 is I 6'-T 1 231 251 27 281 23 90 MPH EXPOSURE C 30 8' 9-2" 27 28 31 32 21 9 8'-7" 27 28 31 32 21 117 8'-2" 27 28 31 32 22 11' T-9' 28 30 32 34 22 12' T-5" 28 30 32 34 23 13' T-2" 29 31 33 35 23 14' 6'-10" 29 31 33 35 23 16 6-7" 30 1 32 1 35 36 23 40 8' T-11" 25 27 29 30 20 9 T5" 27 28 31 32 21 1a T-1" 27 28 31 32 21 11' 6'-9" 28 129 30 32 34 21 12' 6-5' 28 30 32 34 22 13' 6-2" 31 33 351 22 60 T 6'-11" 25 27 291 30 19 8' 9-6" 25 27 29 30 20 9' 6'-1" 27 28 31 32 20 117 1 6-9" 1 271 281 31 32 20 IAtlLt J.1 TABLE 3.3 0Amerim�ax BUII.DQYGPRODUCIS IIVG 1140 ALL PRO DRIV� ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 5 OF B DATE, 2/8/2000 MAXIMUM COLUMN HEIGHT COL COLUMN DESCRIPTION SINGLE FREEST&POG FOR ALL COLUMNS SEE SPAN OR MULTISPAN DETAIL 7(' and 9J" ATTCHED ATTACHED E 3- CLOVERLEAF STEEL COL. 1 Y-0- 8'-7' F W SQUARE STEEL COLUMN 18'-0' 11'-0' G 4' SQUARE STEEL COLUMN 18'-0' 15'-0' H 5" SQUARE STEEL COLUMN 18'-0' 18'-0' J 1 6" SQUARE STEEL COLUMN 18'-0' 18'-0' TABLE 3.3 0Amerim�ax BUII.DQYGPRODUCIS IIVG 1140 ALL PRO DRIV� ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 5 OF B DATE, 2/8/2000 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES LIVE TRIB ktVaMUN COLUMN SPACING 3W STEEL C BEAM LIVE TRIG MAXIMUN COLUMN SPACING 3W STEEL C BEAM LOAD WIDTH FOR ATTACHED LATTICE ON SLAB LOAD WIDTH MAX MAX CONS. FOOTING SIZE MAX CONS. FOOTING S� ATTACHED HEADER MUST BEABLETO SPAN COLUMN 13'-r 20 HEADER MUST BE ABLE TO SPAN COLUMN FREE ATTACHED FREE ATTACHED SPACING FTR FTR MIN USING COLUMNA' ALL FTR FTR MINIMUM SPACING USING COLUMNA' ALL OTHER MIN. V-10" SPACING 0.036 MAX LENGTH OF COLUMN COLUMNS COLUMN 'd" W COLUMN "d COLUMN OTHERS -d 'd "d "d" COLUMN MAX LENGTH OF COLUMN 0.042 10'-8' 10'4" IT -0" ON SLAB TYPE 60 TYPE 4'-11" TYPE ON SLAB 0.042 TYPE TYPE 10'4" 10'-0" B-0' 70 MPH 17 OR LESS 90 MPH 12' OR LESS 10 4' 21'-1 27-0" 29-r 26'3' A 19-9" 28 19 10 1T 94r S -r W -W V-2" 173' 29 29 C A 9 18'-10' 1T -r 2741 21"4' 6' r -r 23 17 A 18 4'-6' 4'-11" 941" 5'-10" 11'-11" 29 29 C T 9 14'-1" 14'-0" 1T40' 1T41" 26 21 A 12'-1" 27 19' A 4'-8" SS 514i 11'-r 30 30 c 25 T it -1" 1r -r 14'-r 194Y 28'-4" 27 22 C 25 27 A 4W S-1" 5'3" 113' 30 30 C A• V 17-r 11'40' 174r 13'-1" 293" 26 22 C A 21' 26 24 4'-10" 5'-0" 11'4r 31 31 C A 9' 9'-4' 941' 11' 4" 111-8" 24'3" 26 23 C F 27 22 15 f -W 4'-W 10'-9" 30 30 C 26 17 8'4i 8'-10" 10'3" 17.6" 2T4r 26 23 C 20 4' 11'-1" 11'3' 13W 13'41" C T 11' T4Y W -W 9'4" 9'4" 21'-11" 25 23 C C 9 8'-10" 9'3' 10'-9" 11140" 4'-7' 23 17 A 12' T -W T-4" 8'-6" a'47' 21'-0" 25 24 C 6 T4" T-8" V-11' 9'-2" 23 20 C 17 13' 6'-6' 64i T-10' V-1' 27-2" 25 25 c 22 T 64" 6'-r T-8" T-10" 19'-1' 30 25 C 23 14' r4r 6-4" T4' T4i 19-5' 25 25 c V 93" 9-9' V_r 6'-10" 1T-10" 29 25 C C 19 S -r 9-10" 6'-10' Tor 18'-9" 25 25 C A 9 4'-11" 9-2" 51-11" V-1' 16-10" 29 26 D 18' 93" 94i 6'4i 6'-r 18'-2" 26 26 C 8' 17 4'-r 94" 5'4i 19-11" 28 26 D 23 1 T 94" 9-2" W -W 6'-r 1 T -r 25 25 C 11' 6'-10" 4'-10" 51-0" 15'3" 28 27 D 18' 4'4" 4'-11' 941" 5-10" 1T-1" 26 26 C c 12' 4' 4'-6" 4'-r 14'-r 28 28 D A 19' 25 4'-8" 94► F -W 16-W 26 26 C 13' 22 15 A 8'-5" 14'41" 28 28 D 6' 27 9-1" 93" 16'3" 27 27 C 23 14' C T 13'-6" 28 28 D 21' T-1" 4'-10" 941" 19-10" 26 26 C 19 17-W 29 29 D C 22' 4' 4'4" 4'41' 15.8' 27 27 C A 18' IT 18' 25 16 C 12'-r 1 r3' 11'-11" 30 30 30 30 30 29 D E E 90 MPH 17 OR LESS 10 4' 21'-1" 2r -W 29-r 2V -r 6 1 1 1 9 16'-10' 1T -r 2741 21"-W V-2' 23 17 C 60 19 11'-r 30 30 E 6'-2" 6 14'-1" 14'-8" 17'4Y 1T4i 27 s' -r 22 113" 30 30 E T 1r -i" 1 r -r 14'-r 19-0" 22'-2" 29 24 C 21' 11'41" 30 30 E V 17-r 11'41" 12'-' 13'-1" 20'-9" 28 24 C 1 22' 1 1 1 17-9' 30 30 E 9' 9'4" 9'4i 11'4" 11'-8' 19'-r 28 25 C 25 4' V-11' 9'4" 17-10" 11'-1" 17 8'4i 8'-10" 10'3' lw-r 18'-6" 28 26 C 9 T-2" T-5" 8'41" V-11" 11' T-" 8'41' 9'4" 914i ir-r 27 25 C 6 S'-11" 6'3" T3" T-51 12' T4Y r4" V_w 8'41' 16-11" 27 26 C T S-1" 9-4" V-2" 64' IVA" 30 25 c 13' 6'4" 6'4r T-10" 8'-1" 16-3" 27 27 C r 4'4► 4'4' F.S. 5'-r 1T-10" 29 25 C 14' 6'41' 94' T4" T -W 1941" 27 27 C r 4'-10" 4'-11" 16'-10" 29 26 D 15' S' -r 9-10" 6'-10" r4r 19-2" 27 27 C 17 19-11' 28 26 D 16' 93" 94i 9S" 6'-r 14'-8' 28 28 c 11' 15'3" 28 27 D 1T S41" S -r W -M 6'-r 14'3' 28 28 C 12' 14'-r 28 28 D 18' 4'48" 4'-11" 5'4' S'-10' 13'-10" 28 28 C 13' 14'41' 28 28 D 19 4'4Y 94► 94" 13'-5" 28 28 c 14' 13'-6" 28 28 D 27 S'-1" 93" 13'-1" 29 29 C 19 13'-0' 29 29 D 21' 4'-10" 51-0' 12'-9" 29 29 C 16' 1 r -r 30 30 D 2r 4'4" 4'-9' 12'6' 29 29 1 C 1T 18' 173" 11'41" 30 30 30 29 E E 70 MPH 12' OR LESS 10 4' 21'-1" 2r -W 29-r 263" 30 4' T-6" Fur 9-1" 91-4" 9 16'-10' 1T -r 2W -V 21"4r 9 6'-0" 6'3" T3' T-5" 8' 14'-1" 14'-8" 1T4Y 1T4i 6 S'4Y 5'3" 6'-1" 6'-2' T 1r-1" tr-r 14'-r 194r 23'-r 27 23 C T 4'4' S-2" 5'-4' 18'3" 30 25 D V 17-r 11'-0" 1x41' IVA" 22'-1" 27 24 C V 4'-6" 4'41" 1T3' 29 25 D 9 9'-4' 9'4r 11'-4" 11'4' 20'-10" 27 24 C 9' 16'-10" 29 26 E 17 8'4i 8'-10" 10'3' 1741 19'-9" 26 24 C 17 16'3" 29 27 E 11' r4r V4r 9'-4" 9'4" 18'-10" 26 25 C 11' • 15'-8" 28 27 E 1r T-0" T-4" 8'3" V_r 18'4" 25 25 C 12' 193" 28 28 E 13' 6'4i 6'41", T-10" V-1" 1T4" 26 26 C 13' 14'-10" 29 29 E 14' V_cr 64" T-4" T41" 161-r 26 26 C 14' 14'-6" 29 .29 E 19 9-r 9-10" 9-10" T -W 16'-1' 27 27 c 19 14'-2" 30 30 E 18' 93" 514T 6'-s V -r 19-r 27 27 c 16' 13'-10" 30 30 E 1T 94Y 9-2' V4r V-2" 15'-1" 27 27 c 40 4' 941" 9-11" V-10' Fir 18' 4'4" 4'-11" 941" 5'-10" 14'-8' 28 28 C 9 4'-6" 4'-9' 5'3" 9-8" 18' 4'4" 9S" F -W 14'4" 28 28 C 6 4'-r 441" 27 9-1" 93" 13'-11" 27 27 C T 16'-r 29 24 E 21' 4'-t0' 94r 13'-r 28 28 c V 19-10" 28 24 E 22* 4'3" 4'4i I 173' 28 28 C 7 17 11' 193" 14'4r 14'3' 28 28 28 25 • 26 27 E E E 90 MPH 17 OR LESS 10 4' 21'-1' 2r4Y 29-r 28'3' 9 16'-10" 1T -r 273" 21"4" 12' 13'-10" 27 27 E 6 14'-1" 14'-8" 1 Tor 1 T3" 13' 17-W 28 28 E T 1r-1" 12'-r 14'-r 15'4" 19-1" 30 25 C 1 14' 1 1 1 13'-2" 28 1 28 E 60 4' 3'-10' 4'4Y 4'-r 4'41'" V 17-r 11'4r 1r-®' 13'-1" 1T-10" 29 25 C s' s'-4' Y4T 11'4" 11'-a" 1V-10" 29 26 C 9 17 8'4► V-10" 173' 173" 19-11" 28 26 c 6' 11' T." W -W 9'4" 9'4" 193' 28 27 C T 14'4' 28 23 E 1r T4' T-' V4Y 8'41r 14'-r 28 28 c V 13' -Ur 27 23 E 13' 8'4" 8'4' T-10" C-1" 14'-0" 28 28 c 9 174" 27 24 E 14' V4r 8'4" T4" r -w 13'3' 28 28 C 17 1r-10" 27 25 E 19 9-r 9-10" r-10" T-0' 174" 29 29 c 1T 173' 27 26 E ur I 93" I 93" I v -s- 6'-T I 1r -r • 29 29 c 1r 1r-1' 27 26 E TAZLr 4.1 LIVE TRIG 0.038" x 3' x 8' BOX BEAM 0.042"x 3"x 8" BOX BEAM DOUBLE 0.032'x 2"x 8" LOAD WIDTH MAX CONS. FOOTING S� MAX CONS. FOOTING SIZE MAX CONS. FOOTING SIZE FREE ATTACHED COLUMN FREE ATTACHED 0.042 FREE ATTACHED 13'-r 20 COLUMN COLUMN 8'-6" F SPACING FTR FTR MIN SPACING FTR FTR MIN. SPACING FTR FTR MIN. V-10" 30 0.036 "d "d COLUMN "d "d COLUMN 40 -d 'd COLUMN 6-0" 0.042 11'-9" TYPE 60 0.036 4'-11" TYPE 0.042 TYPE 90 MPH WINDSPEED 12' OR LESS 10 4' 11'-2" 26 17 A 1r-4, 29 20 A 19-9" 28 19 A S V-11" 25 18 A 14'3" 28 21 A 14'-1" 28 21 A 6' r -r 23 17 A 11'-11' 26 20 A 1r-11" 27 21 A T 6'-4" 23 18 A 17-2" 26 21 A 12'-1" 27 22 A V S' -r 23 17 A V-11" 25 21 A 1114" 26 22 A• 9' 4'-11" 25 18 A T-11" 25 20 A 10'-8' 26 23 A• 17 4'4i 25 19 A T-2" 25 21 A 10'-2" 26 24 A• 20 4' S'48' 22 14 A 9'-2" 25 16 A 11'-4" 26 17 A- F 4'-r 22 15 A T-2' 23 16 A 1013" 26 19 A• 6' V-1" 23 16 A 9-4" 25 19 C T 5'3" 23 17 A 8'41" 25 20 C 8' 4'-7' 23 17 A 8'-1' 25 21 C 9' T-8" 23 20 C 17 T3" 22 21 C 25 4' Tr 23 15 A 1014" 26 17 A• 5' 5'-11" 22 15 A 9'-2" 25 18 C 9 4'-11" 22 16 A 8'-b" 25 19 C T To 23 18 C 8' T3" 23 19 C 8 6'-10" 23 20 C 10' S4i 23 21 c 30 4' 6'-2" 23 15 A 9'-5" 25 16 C 6 N-11" 22 15 A 8'-5" 25 18 C 6' T-8" 23 17 C T T-1" 23 18 C 8' W -W 23 19 C 40 4' 4'41" 22 14 A V-2' 25 16 C 5' T4" 23 16 c 6 1 1 1 1 1 1 1 V-2' 23 17 C 60 4' T-1"22 14 A 6'-2" 23 15 C I s' s' -r 22 1s c TABLE 4.2 CLEARSPANS FOR 3 X 8 RAFTER LIVE PANEL 24" O.C. 70/90 OVER LOAD 'Y' S (IN MPH HANG 10 0.036 234" 11'-8" 0.040"x 3"CLOVERLEAFCOLUMN 0.042 2T-2" 13'-r 20 0.036 14'3" 8'-6" F 0.042 19'-10" 9'-11" 25 0.036 11'4r T -r 1z-0" 0.042 1T -Ir V-10" 30 0.036 V-9" 9-11" 0.042 15'-r 8'-1" 40 0.036 T4" 6-0" 0.042 11'-9" T -W 60 0.036 4'-11" 4'-11" 0.042 T-10" 5'-9" CLEARSPANS FOR 2 X 6 RAFTER LIVE PANEL 24" O.C. 70190 OVER LOAD "l" SF) (IN MPH HANG 10 0.024 1314" 6'.9" 0.040"x 3"CLOVERLEAFCOLUMN 0.032 18'-1" 9'40" 20 0.024 9'-10" 4'-11" F 0.032 13'-r 6'-r 25 0.024 V-10" 4'-5" 1z-0" 0.032 11'-9' 5'-10" 30 0.024 T-8" TIF - 0.032 17-9" 94!' 40 0.024 5'-10" 7-11" 0.032 9'4' 1 4'-W 60 0.024 WA WA 0.032 T-8" I V-10' TABLE 4.3 TABLE 4.5 FOR 10 PSF DOUBLE RAFTERS MAY, BE USED 48" O.C. COL COLUMN SCHEDULE FOR ATTACHED LATTICE PATIO STRUCTURES MAX COLUMN HGHT A 0.024"i(3 "SQUARE ALUM COLUMN 11'4" B 0.032'x 1 1/2" SQUARE ALUM 11- MAX COLUMN LENGTH G17 SCROLL COLUMN 8'4" B 0.02" x 3" SQUARE ALUM COLUMN 11'-4" C 0.040"x 3"CLOVERLEAFCOLUMN 1z-0" D FLUTED COLUMN ALUM. 0.082" tz-O" E 3' CLOVERLEAF STEEL 0.048" 1z -al F 3" SQUARE STEEL COLUMN 17-0" G C SOUARE STEEL COLUMN 1z-0" H 5" SQUARE STEEL COLUMN 1z-0" A' = 8' MAXWM COLUMN LENGTH A"= 10' MAXIMUM COLUMN LENGTH MAR 03 2000 ,COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTISPAN STRUCTURES COLUMN NOTES E 8'-T' MAX COLUMN LENGTH F 11- MAX COLUMN LENGTH G17 MAX COLUMN LENGTH 11Z H MAX COLUMN LENGTH TABLE 4.6 ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN 'A' MAY BE REPLACED W1 B,N 'B' MAY BE REPLACED W/ C -N, ETC. LINEAR INTERPOLATION FOR ALL CALCULATIONS IS ALLOWED 0 erimax BU ffMC PROD", W_ 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES SHEET 6 OF 8 DATE: 2/8/2000 a ! A C�GG@TA\1r%1LM%- Aun ATTAg'UC9% 1 AT77rC rn81NC0r1A1 QTDIIrT1IDr.Q LIVE TRIB 8'C BEAM HEADER LIVE TRIB 8' C BEAM HEADER MAX. CONSTRAINED FOOTER SIZES MAX. CONSTRAINED FOOTER SIZES LOAD WIDTH LOAD WIDTH FREESTANDING ATTACHED FREESTANDING ATTACHED WA E COLUMNr87' 17-0" V-7" COLUMN FOOTER "d FTR MIN FOOTER -cr FTR MIN 15 0" H SPACING 181-0" 18 -01 SPACING 8" SQUARE STEEL COLUMN 18'-0" 18'-0" COLUMN HEIGHTS 'd COL S 0.032 9-4" COLUMN HEIGHTS 'd COL WA 1'-11" 5 15' T-8" 3'-10" 9 T T 8 11' 15' —IR* 6 TYPE 70 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'-0" 27 29 32 33 21 D 25 4', 29-10" 34 36 39 41 23 D T 5 29-0" 27 29 31 33 22 D 8' 5 23'-1" 33 35 38 40 24 D 9 9 2T4" 27 28 31 32 23 D 1a 9 21'-1" 33 35 37 39 25 D 1a T 26'-4" 27 28 31 32 24 E 11' T 196" 32 34 37 38 26 D 12' 8' 263" 26 28 30 31 25 E 22' 8' 18'-3" 32 34 37 38 27 E 12' 9 24'3" 26 28 30 31 26 E 13' 9 1T-2" 31 33 36 37 27 E 13' 10P I 23'x" 1 26 1 27 29 1 31 26 1 E I I 11Y 1 16-4" 1 31 1 33 1 36 1 37 28 E 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURE 14' B / 70 MPH EXPOSURE C 20 4' 31'-0" 32 34 36 38 21 D 30 4' 2T-9" 30 32 35 37 23 D 1 T 5 29-0" 31 33 36 37 22 D 1T S 25-9" 30 32 34 36 25 E 33' 6' 2T-0" 30 32 35 37 23 D 1 T 6' 24'-3" 30 32 34 36 25 E 18' T 26-8" 30 32 34 36 24 E 19 T 23'-0" 29 31 34 35 27 E 20' 8' 24'-0" 29 31 34 35 24 E 20' 8' 221-0" 29 31 33 35 27 E 21' 9 22'-" 29 31 34 35 25 E 22' 9 21'-2" 29 31 33 35 28 E 42' 1a I 21'-0" 1 29 1 31 33 1 35 25 1 E 1 10' 2a-5" 29 31 1 33 35 29 E 90 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'-0" 31 33 36 38 24 D 30 4' 25'-10" 34 36 39 41 23 D 5 29.6" 31 33 35 37 26 D S 23'-1" 33 35 38 .40 24 E 6 27'-0" 30 32 35 36 27 D 6 21'-1" 33 35 38 40 25 E T 26'-1" 30 32 35 36 28 E T 193" 32 34 37 38 26 E 8' 244" 30 32 34 36 29 E 8' 18'-3" 32 34 37 38 27 E 9 23'4" 29 31 33 35 29 E 9 1T-2" 31 33 36 37 27 E 1a 1 21'-W 1 29 1 30 1 33 1 34 29 1 E 10' 1 19-4" 1 31 33 1 36 1 37 28 E 90 MPH EXPOSURE C70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 20 4' 25'-1a' 34 36 39 41 23 D 40 4' 25-3" 30 32 34 36 23 E 5 23'-1" 33 35 38 40 24 D 5 23'-5" 29 31 34 35 24 E 6' 21'-1" 33 35 37 39 25 D 6' 22'-0" 29 31 33 35 25 E T 19-0" 32 34 37 38 26 D T 2a-11" 29 31 33 35 26 E 8' 18'3" 32 34 37 38 27 D 8' 2a-0" 28 30 32 34 26 E 9 1T-2" 31 33 36 37 27 D 9 19-2" 28 30 32 34 27 E 1 a 1 16'4" 1 31 1 33 1 36 1 37 28 1 D 10' 1 18'-2" 1 28 30 32 34 28 E 70 & 90 MPH EXPOSURE B 90 MPH EXPOSURE C 25 4' 29-0" 31 33 35 37 24 D 40 4' 25-3" 34 36 39 41 23 E 5 2T4" 30 32 35 36 25 D 5 23'-1" 33 35 38 40 24 E 9 253" 30 32 34 36 26 E 6' 21'-1" 33 35 37 39 25 E T 24'-6" 30 32 34 36 27 E T 19-6" 32 34 37 38 26 E 9 23-0" 29 31 33 35 28 E 8' 18'-3" 32 34 37 38 27 E 9 27-0" 29 31 33 35 29 E 9 1T-2" 31 33 36 37 27 E 10' 1 21'4" 1 29 30 1 33 1 34 29 1 E I 1 10' 1 19-4" 1 31 1 33 1 36 37 28 E 70 MPH EXPOSURE C 70&90 MPH EXPOSURE B AND C 25 4' 293" 31 33 36 37 21 D 60 4' 22'-0" 33 35 37 39 22 E 5 2T4" 30 32 35 37 22 D 5' 2a-0" 33 35 37 39 24 E 6' 25-9" 30 32 34 36 22 E 9 193" 32 34 37 38 24 E T 24'3" 30 32 34 36 23 E T 1T -1a' 31 33 36 37 25 E 8' 23'-5" 29 31 34 35 24 E 8' 16'-9" 31 33 36 37 26 E 9 22'-0" 29 31 34 35 25 E 9 15'-9" 30 32 35 36 26 E 1(7 1 21'3" 1 29 31 1 34 1 35 25 1 E 1a 14'-11" 30 32 35 36 26 E 24" O.C. 2W RAFTER CLEARSPANS MAX ROOF HEIGHT 19 MAXIMUM COLUMN HEIGHT COL COLUMN DESCRIPTION SINGLE FREESTANDING Y FOR ALL COLUMNS SEESPAN OVER OR MULTISPAN I IN DETAILS"K "U"AND'W' ATTACHED ATTACHED D FLUTED COLUMN ALUM. 0.062 12'-0" WA E 3" CLOVERLEAF STEEL 0.048" 17-0" V-7" F 3" SQUARE STEEL COLUMN 18'-0" 11'-0" —G— —4" -SQUARE -STEEL -COLUMN— —18'47" 15 0" H 5" SQUARE STEEL COLUMN 181-0" 18 -01 J 8" SQUARE STEEL COLUMN 18'-0" 18'-0" 24" O.C. 2W RAFTER CLEARSPANS MAX ROOF HEIGHT 19 LIVE PANEL EXPOSURES MAX LOAD Y BANDC OVER PS IN 70 & 90 MPH HANG 20 0.024 9'-10" 4'-11" 27 0.032 13-2" 6'-T' 25 0.024 9-10" 4'-" 31 0.032 11'-" 5-10" 30 0.024 T4" 3'-10" 35 0.032 1a3" 5-4" 40 0.024 5-10" 2'-11" S 0.032 9-4" 4'-8" 60 0.024 WA 1'-11" 5 0.032 T-8" 3'-10" 1 NOLO a.J 24" O.C. 3')0" RAFTER CLEARSPANS MAX ROOF HEIGHT 18' LIVE PANEL EXPOSURES MAX LOAD 'T" B AND C OVER PS IN 70 & 90 MPH HANG 20 0.036 14'-6" 8'3" 27 0.042 19-10" 9-11" 25 0.036 111-8" T -T' 31 0.042 1T3" 9-10" 30 0.036 93" 5-11" 35 0.042 15-7" 8'-1" 40 0.036 T4" 6 -al S 0.042 11'-9"T-0 6 60 0.036 4'-11" 4'-11" 5 0.042 T-10" 5'-9' 1 MDLC 7.V EQUIVALENT FOOTERS "d' (IN) CON- I NONCON- 18 18 19 20 20 22 21 23 22 24 23 26 24 27 25 29 26 31 27 33 28 35 29 36 30 38 31 39 32 40 33 41 34 43 35 44 36 46 37 47 38 48 GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO LATTICE STRUCTURE. 2 DETERMINE PROJECTION, WIDTH, OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 5.6 AND DRAWING 97SCO2. 4 CHOOSE A RAFTER FROMTABLES 4.3, 4.5, 5.3 OR 5.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM TABLES 4.1, 4.2 OR 5.2 THAT HAS ADEQUATE COLUMN SPACING. 7 USE THE COLUMN SHOWN FOR SINGLE SPAN ATTACHED PATIO. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE APPROPRIATE DETAILS IN THE "CONNECTION DETAILS" SHEETS. FOR CONCRETE PATIO SLABS FOLLOW 1AABOVE 5 FIND THE MAXIMUM COLUMN SPACING ON SLAB FROM THE DESIRED COLUMN HEIGHT 6 CHOOSE A HEADER FROM TABLE 4.1 OR 4.2 THAT CAN SPAN THAT DISTANCE FOR THAT TRIO WIDTH AND LIVE AND WIND LOAD 7 FIND THE APPROPRIATE DETAILS IN THE "CONNECTION DETAILS" SHEETS. TRIBUTARY WIDTHS (FT) FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GIVEN PROJECTION AND OVERHANG (ROUNDED U PROJ. RAFTER OVERHANG (FT) (FT) 3' 4' 4' 4' 4' S 5 9 T 4' 4' 4' 5' 5' S 5' 8' 4' S 5' S 5' 6' 6 9 S 5 5' 6 9 6' 6 1a 5 6' 6 9 9 T T 11' 6 6' 6' T T T T 12' 6' T T T T 8' 8' 13' T T T 8' 8' 8' 8' 14' T 8' 8' 8' 8' 9 9 15' 8' 8' 8' 9 9 9 9 15 8' 9 9 9 9 10' 1a 1T 9 9 9 1a 1a 1a 1a 18' 9 1a 1a 1a 1a 11' 11' 19 10' 1 a 10' 11' 11' 11' 11' 20' 10' 11' 11' 11' 11' 12' 12' 21' 11' 11' 11' 12' 12' 12' 12' 22' 11' 12' 12' 12' 12' 13' 13' 23' 12' 12' 12' 13' 13' 13' 13' 24' 12' 13' 13 13' 13' 14' 14' 25' 13' 13' 13' 14' 14' 14' 14' 29 13' 14' 14' 14' 14' 15 15' 2T 14' 14' 14' 15 15' 15 15' 28' 14' 15' 15 15' 15' 19 19 29' 15' 15' 15' 16 16 19 15 30' 15' 16' 16' 16 16 1 T 1 T 31' 16' 16' 16' 1T 1T 1T 1T 32' 15 1T 1T 1T 1T 18' 18' 33' 1 T 1 T 1 T 18' 18' 19 18' 34' 1 T 18' 18' 18' 18' 19 19 35' 19 18' 18' 19 19 19 19 35 18' 19 19 19 19' 20' 20' 3T 19' 19 19' 20' 20' 20' 20' 38' 19 20' 29 20' 20' 21' 21' 39' 20' 20' 2a 21' 21' 21' 21' 40' 20' 21' 21' 21' 21' 22' 22' 41' 21' 21' 21' 22' 22' 22' 22' 42' 21' 22' 22' 22' 22' 23' 23' 1 ATSLt 0.0 BUHIINGPRODUM, INC. 1140 ALL PRO DRIVE ELKHART, IN 46514 ICSO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL LATTICE STRUCTURES SHEET 7 OF 8 DATE: 2/8/2000 "AR 0 3 20A: N0 2 0 ,Y/ IIS 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMI Column Spacing MAX COL HGHT Al 0.024'x 3" SQUARE ALUM COLUMN F 10'-6" multiplied by Trib Width 0.024'x 3 " SQUARE ALUM COLUMN Minlhnum Column Required Attached Stuctures for 0.032" x 1 1/2" SQUARE ALUM Lattice Solid Cover Tributary Tributary 0.032 0.036 Live Load (psf) 0.027'x 3" SQUARE ALUM COLUMN F Area it Area (sq ft 10 20 25 30 40 60 23 15 Al Al Al Al A2 C 31 20 Al Al Al A2 C C 37 24 Al Al A2 B C C 44 29 Al A2 B C C D 65 36 Al B C C C D 62 40 Al C C C C E 69 45 Al C C C D E 77 50, Al C C C D E 86 65 A2 C C C D E 92 60 A2 C C D E E 100 66 A2 C C D E E 105 68 B C D D E E 108 70 C C D D E E 116 75 C C D E E E 123 80 C C D E E E 138 90 C D E E E E 154 100 C D E E E F 185 120 C E E E E F 215 140 C E E E E F 246 160 D E E E F G 277 180 D E E E F G 308 200 D E E F F G 338 220 E E E F F G 385 260 E E F F G G 492 320 E F F G G G 616 400 E F G G G H 692 450 E G G G G H 769 600 E G G G G H 923 600 F G G G H H I aole a.T COLUMN TYPE COLUMN DESCRIPTIONS DETAIL MAX COL HGHT Al 0.024'x 3" SQUARE ALUM COLUMN F 10'-6" A2 0.024'x 3 " SQUARE ALUM COLUMN F 8'-0" B 0.032" x 1 1/2" SQUARE ALUM E, N 8'-0" 0.024 SCROLL COLUMN 0.032 0.036 B 0.027'x 3" SQUARE ALUM COLUMN F 111-4" C 3" CLOVERLEAF ALUM. 0.040" K 1740" D FLUTED COLUMN ALUM. 0.062" U 17-0" E 3" CLOVERLEAF STEEL 0.048" K 9-7' F 3" SQUARE STEEL COLUMN X 18'4T G 4' SQUARE STEEL COLUMN X 18'4Y" H S' SQUARE STEEL COLUMN X 18'-0" J 6" SQUARE STEEL COLUMN X 1 1947 1 table 6.2 :RCIAL AND PATIO STRUCTURES Fastener Terminology #14 SMS = #14 sheet metal or Tek screw, 3/4" minimum length 5/16'B = 5/16" Diameter Bolt See General Notes for specifics on fasteners Clearspan on this chart is the distance from the wall to the first row of columns. Hilti Kwik Bolt II 1/4" diameter and 7' embedment: ICBO ER -4627 or other anchor w/ 550# shear vs wind and seismic loads. Masonry anchors must have a shear value of 2509 for wind or seismic loads. 1/4' Lag screws must have 21/4' of penetration into studs. These lag screws must have an 1/8" lead hole. 10 psf evaluated at 90 mph wind load (15 psf). All other Table 6.4: Required Number of Fasteners for Tension Loads 1 MAA O.J. R UrrCU IVUIIIUCI OI r" `d aaetmb nx Jrlt:dlll LOWO 0.060 - 0.089 0.100 Aluminum Material Gage (in) SPACING K Steel Gage (in) M N O 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.048 0.048 425 115 A #14 B 5/16" C 5/16" D #14 E ,#14 F 5/16" G #14 H 5/16" I #14 J 5/16" Footer Design Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT d (in) (Ibs) 149 384 512 223 248 642 293 944 M 1380 12 75 1 1 1 1 1 1 1 1 1 1 13 96 1 1 1 1 1 1 1 1 1 1 14 119 1 1 1 1 1 1 1 1 1 1 15 147 1 1 1 1 1 1 1 1 1 1 16 178 2 1 1 1 1 1 1 1 1 1 17 214 2 1 1 1 1 1 1 1 1 1 18 254 2 1 1 2 2 1 1 1 1 1 19 298 3 1 1 2 2 1 2 1 2 1 20 348 3 1 1 2 2 1 2 1 2 1 21 403 3 2 1 2 2 1 2 1 2 1 22 463 4 2 1 3 2 1 2 1 2 1 23 529 4 2 2 3 3 1 2 1 2 1 24 602 5 2 2 3 3 1 3 1 3 1 25 680 5 2 2 4 3 2 3 1 3 1 Slab 750 6 2 2 4 4 2 3 1 3 1 26 765 6 2 2 4 4 2 3 1 3 1 27 856 6 3 2 4 4 2 3 1 3 1 28 955 7 3 2 5 4 2 4 2 4 1 29 1061 8 3 3 5 5 2 4 2 4 1 30 1175 8 4 3 6 5 2 5 2 5 1 31 1296 9 4 3 6 6 3 5 2 5 1 32 1426 n/a 4 3 7 6 3 5 2 5 2 33 1564 n/a 5 4 8 7 3 6 2 6 2 34 1710 n/a 5 4 8 7 3 6 2 6 2 35 1866 Na 5 4 9 8 3 7 2 7 2 36 2030 n/a 6 4 n/a 9 4 7 3 7 2 37 2204 n/a 6 5 n/a 9 4 8 3 8 2 38 2388 n/a 7 5 n/a n/a 4 9 3 9 2 39 2581 n/a 7 6 n/a n/a 5 9 3 9 2 40 2785 n/a 8 6 n/a n/a 5 n/a 3 n/a 3 41 2999 n/a 8 6 Na n/a 5 n/a 4 n/a 3 42 3224 n/a 9 7 n/a n/a 6 n/a 4 n/a 3 43 3459 n/a n/a 7 n/a n/a 6 n/a 4 n/a 3 44 3706 n/a n/a 8 Ma n/a 6 n/a 4 n/a 3 45 3965 n/a n/a 8 n/a n/a 7 n/a 5 n/a 3 46 4235 n/a n/a 9 n/a n/a 7 n/a 5 n/a 4 47 4518 n/a n/a 9 n/a n/a 8 n1a 5 n/a 4 48 4812 n/a n/a n/a n/a n/a 8 n/a 6 n/a 4 49 5119 n/a n/a n/a n/a n/a 8 n/a 6 n/a 4 50 5439 n/a n/a n/a n/a n/a 9 n/a 6 n/a 4 Fastener Terminology #14 SMS = #14 sheet metal or Tek screw, 3/4" minimum length 5/16'B = 5/16" Diameter Bolt See General Notes for specifics on fasteners Clearspan on this chart is the distance from the wall to the first row of columns. Hilti Kwik Bolt II 1/4" diameter and 7' embedment: ICBO ER -4627 or other anchor w/ 550# shear vs wind and seismic loads. Masonry anchors must have a shear value of 2509 for wind or seismic loads. 1/4' Lag screws must have 21/4' of penetration into studs. These lag screws must have an 1/8" lead hole. 10 psf evaluated at 90 mph wind load (15 psf). All other Table 6.4: Required Number of Fasteners for Tension Loads Aluminum Gage (in) 0.036 0.062 0.060 - 0.089 0.100 SPACING SPACING K L M N O Design Footer 5/16" #14 5/16" 5/16" #14 BOLT SMS BOLT BOLT SMS Uplift Size 425 115 709 1048 168 (Ibs) d (in) 1 1 1 1 1 75 12 1 1 1 1 1 96 13 1 2 1 1 1 119 14 1 2 1 1 1 147 15 1 2 1 1 1 178 16 1 2 1 1 2 214 17 1 3 1 1 2 254 18 1 3 1 1 2 298 19 1 4 1 1 2 348 20 1 4 1 1 3 403 21 2 5 1 1 3 463 22 2 5 1 1 3 529 23 2 6 1 1 4 602 24 2 6 1 1 4 680 25 2 7 2 1 5 750 Slab 2 7 2 1 5 765 26 3 8 2 1 5 856 27 3 9 2 1 6 955 28 3 n/a 2 2 6 1061 29 3 n/a 2 2 7 1175 30 4 n/a 2 2 7 1296 31 4 n/a 3 2 8 1426 32 4 n/a 3 2 9 1564 33 5 Ma 3 2 n/a 1710 34 5 n/a 3 2 n/a 1866 35 5 n/a 3 2 n/a 2030 36 6 n/a 4 3 n/a 2204 37 6 n/a 4 3 n/a 2388 38 7 n/a 4 3 n/a 2581 39 7 n/a 4 3 n/a 2785 40 8 n/a 5 3 n/a 2999 41 8 n/a 5 4 n/a 3224 42 9 n/a 5 4 n/a 3459 43 9 n/a 6 4 n/a 3706 44 n/a n/a 6 4 n/a 3965 45 n/a n/a 6 5 n/a 4235 46 n/a n/a 7 5 n/a 4518 47 n/a n/a 7 5 n/a 4812 48 n/a n/a 8 5 n/a 5119 49 n/a n/a 8 6 n/a 5439 50 TABLE 6.5: WALL ATTACHMENTS FOR PATIO AND COM. STRUCTURES ANC 1 ANC 2 ANC 3 ANC 4 O/C O/C O/C CLEAR- # OF 1/4" LIVE SPACING SPACING SPACING SPAN LAG SCREWS LOAD CONCRETE MASONRY FOR #10x2" (FT) PER STUD (PSF) ANCHORS ANCHORS SMS SCREWS 16" O/C SPACING 10 24' 24" 16" 27 1 20 24' 16" 8" 11' 1 17 2 25 24 15' 8" 11' 1 16' 2 30 24 14 8" 10' 1 14 2 4D 24' 17' 8" 13 2 60 l6" 10'' 4' 11' 2 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load. - r /Y�,. , 032000 C �� n N "' 070 �{' 3 31 02 sf /V �F CALIF��� OAaePRODUCES, IlVG 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P COLUMN AND FASTENER TABLES SHEET 8 OF 8 DATE: 2/8/2000 R= 0.2' i -i 0.95' ka- 0.92' 2 J 3.0' 167' 167' TYP. 6.00' 6° FLAT PAN Q 6" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) 55Bg .—� IN `-0.060° "R= 0.08• R= .2 ' R= .15' -to- -7 to- .876; .516".700 TYP. .0° OUTSIDE -1 .55• •02 .125 INSIDE 1.903' .450' 2. .216 TYP. T � �p. 187' 2.464' ( T 2. 0' 1.714' 80 55 1 2' 39' 49' I 55 1/7 42 �- LJ 1 137° - I1 13T R= .125' / 1.05 10" QD 3 1/2" X 12" STRUCTURAL PANEL SEE DETAIL 'A' ® RIGHT SIMPSON A34 HANGER CONN. OR E �ER PANEL L F�a:->t:�:�aia;I,�ybldlx� 1 1/2' FASCIA 14 x 1641/2;' FOR MAXIMUM G�IiR�ilG�ii�[��ir7 0 12 O.C. OVERHANG SEE SCHEDULE 0 RIGHT © ALTERNATE SAVE ATTACHMENT R= 0.22• 0.35' me 12.M R= 0.15' 1w. I f 40" TYP. TYP. FOR STEEL PANEL: ASTM A 653 GRADE 80 STRUCTURAL QUALITY TYP. TYP. Fy= 80 KSI STEEL18.00' 30 GA GALV T=.0157 28 GA GALV T=.0187 FOR STEEL PANEL- ASTM A 653 GRADE 50, SQ CLASS 1. , 30 GA GALV. t=0.0157' =50 KSI EL QB 12" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) © 18" STRUCTURAL�PANEL (3006-H391 ALUM. ALLOY) ° 12° 6° 1 7/8' • . 3/ 6 30 �• I 13/16° IF1.50'- 3.00" ° 9/64 X11/16 9/64• R. 0.024 , 0.027 - L I TYP. /16 R. 6• � 5/32' ° OR 0.0400 TYP. 2 6 TYPO 2 7/16-T-TYP. 1.50" OA32 3.00° 1 13/32 61' TYP. /5948 1/58'x• 7/�1 7/8' TYP R=.TYP0937I 3/32 TYP. ° 2 1/4° / 2 25/32 /8 R. C 8° R. TYP. QE 1 1/2" SQUARE COLUMN O 3° SQUARE COLUMN Q ALTERNATE -12" STRUCTURAL PANE (3006-H391 ALUM. ALLOY) (3003-1-116 ALUM. ALLOY) (3003-H16 ALUM. ALLOY) ADDITIONAL TWO - 16d NAILS 0 EA. RAFTER WHEN REQUIRED SIMPSON A34 CONNECTOR o OR EQUAL. RAFTER 6 - #10 SCREWS, 3 EACH LEG 1/2' FASCIA OF CONNECTOR - TYPICAL DETAIL "A" q.Q N! 0. 2607 CIVII C1� REQUIRES ADDRIONAL 2 - 16d NAILS -6 EACH ENGINEER AMP `3 'in! DATE I REVISION I DATE STRUCTURAL PANELS + TYP. CONNECTION DETAILS REVISION AmPi'g Engineering Services m1"140 All Pro Drive Elkhart, IN 46514 AWN 11V KG ICBG ES EVALUATION REPORT NO. ER -2621 P AM- DRAWING NONE NAME COMPONENT PARTS do CONNECTION DETAILS TE- SHEET' 2/8/2000 N 97CDO1 1 OF 9 WMICOWN NUM&PARTMEr, P�Zl;�:�aiy:��i(•�ii�lli# F�:tl:�:�9i�;�.��zk��]G# F�a:->t:�:�aia;I,�ybldlx� �i Ed]Ilm[Filimlmllali G�IiR�ilG�ii�[��ir7 C���i�Zliii�L7iif�i N! 0. 2607 CIVII C1� REQUIRES ADDRIONAL 2 - 16d NAILS -6 EACH ENGINEER AMP `3 'in! DATE I REVISION I DATE STRUCTURAL PANELS + TYP. CONNECTION DETAILS REVISION AmPi'g Engineering Services m1"140 All Pro Drive Elkhart, IN 46514 AWN 11V KG ICBG ES EVALUATION REPORT NO. ER -2621 P AM- DRAWING NONE NAME COMPONENT PARTS do CONNECTION DETAILS TE- SHEET' 2/8/2000 N 97CDO1 1 OF 9 WMICOWN NUM&PARTMEr, 2.00' 6.50' T 12,50- 2,00' 2,50' 2,00' 1.500 FOR 3 1/2' X117 PANELS ).036' TYP• 2.00' - FOR 2 1/2' -III� PANELS '1.5" NON-STRUCTURAL SIDE FASCIA IS NOMINAL .018' IN THICKNESS. —.325' -1 1.00' 0.16' I 2.00' _�.67' 41.66' .67' QH 6 1/2" ROLLFORMED HEADER (3006-H391 ALUM. ALLOY) _I .75' FASCIA HDR. 1 TYR CRk 1,50' O 2-1 1/2" SQ. X .062" EXTRUDED COLUMN (ALUM. 6063-T6) 2 5/16' BOLTS 2 5/16' BOLTS W/ 1' DIA. x 3/32' THK. STL WASHER 0.032' x 1 1/2' SQ. ALUM. DECORATIVE ALUM. SCROLLS OR SOLID FILL (2) - 3/8'x3 1/2' HILTI KWIK ANCHOR BOLTS Eo a� el 2 5/16" BOLTS OTTOM CONN. CHANNEL -� 2.25' 4.5' —� 2.25' QN ROLLFORMED 2 COLUMN CONNECTION W/ DECOR. SCROLL (3003-H16 ALUM. ALLOY) 18, I5' TYP. O O O O 6- 114 SMS ON EACH 6.50' 1 5,5' SIDE OF SPLICE CEN ERUNE O Ff 3.00 0.72 �---1.561 0.72 I-- ( 0.93 0.72 I T F 3.00 I 0.28 0.93 1.56 -"j 1� 0.37 0.72 --� 0.17 T (IN)= 0.030; 0.040 (ALUM) = 0.048 (STEEL) am COLUMNS MAY BE TRIMMED W/FLEX- ALUM. FACING. O 3" ALTERNATE COLUMN (3003-1-116 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 6.50' PA10U3SMSNG: • FOLLOWING 6' O.C. FOR 6' PANELS 6' O.C. FOR 12' PANELS 9' O.C. FOR 18' PANELS ADDER NED H*H' I•*- 3.00' —►i QO ROLLFORMED HEADER "H" CONN. DETAILS TO STRUCTURAL PANELS .5'� - �' SPLICE LINE ®ROLLFORMED SPLICE CONNECTION DETAILS (3006-H391 ALUM. ALLOY) STRUCTURAL PANEL 1.625' -•�{ I SEE TABLE 6.5 2.50' 10 SMS 0 FOLLOW - OR 3,50' G SPACING: .062* �p•O.Z FOR FOR Ir PANUS 9' OPANUS .C. FOR 18' PANELS NOTE: HILTI KB -II AN 1.50' BOLTS PER ICBO E.S. EV #4627 OROLLFORMED HANGER (3004-H36 ALUM. ALLOY) 6',12. OR 16' WIDE STRUCTURAL PANELS X10 70 6 3� V1 EERS STAMP +• r' � � r u• 3 - J14 SMS ON EACH SIDE OF SPLICE— ROLL FORMED HEADER t= 0.036' ROLL FORMED HEADER SPLICE, TIGHT FIT INSIDE OF HEADER, 9' EACH SIDE OF SPLICE. 3- #14 SMS ON EACH SIDE OF SPLICE QM ROLLFORMED HEADER SPLI( (3006-H391 ALUM. ALLOY) REVISION I DATE I REVISION 1'IIYISZ Engineering Services lft l nn lir 1140 All Pro Drive . Elkhart, IN ' 46514 ?AWN Or KG IC80 ES EVALUATION REPORT NO. ER -2621P VU�_ DRANK NONE NOARMPART COMPONENT PARTS do CONNECTION DETAILS or. SHEEr 2/8/2000 M 97CD02 2 OF 9 3.00' COVER PANEL SEE TABLE "A" NEXT PAGE 8.00' 12 GA. 8" x 3" Y LL0.5" TYP. ® STEEL "C"- CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) 3.5" -COVER PANEL 10.0" SEE TABLE "A" NEXT PAGE 0.90" TYP. 12 GA. 10" x 3 1/2 QV STEEL "C"- .CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) .00• 1• — 1 J 80 — I I 2.30' I I OR 2.90' I I I A I 2 5/16' BOLTS W/ 1" DIA. x 3/32' THK. STL. WASHER •2 5/16" BOLTS ALTERNATE COLUMN CONN. BRACKET. 3' SQ. COLUMN DETAIL 'F', No OR 'U' QS 3" COLUMN CONNECTIONS FOR FASCIA HEADERS 5.5' 1 PANEL 10.00" 8.0' 3/4- BOLTS SEE DETAIL 'A' AT RIGHT -ErMf1 /2" X 9 1/4- 0.17' /4" 0.17" 0.17" OW 10" FULL-STRENGTH SPLICE DETAIL ASTM A 653 Fy=36 KSI FOR BOLT � .25 SIZE SEE -�•.Ji DETAIL 'S' AT LEFT �0.3.00' 1.0" .094' —"I - I 1.0" 2.25 � r NOT SEE D TAIL 'S' AT RIGHT + FOR INSTALLATION AND + PROPER CONNECTIONS. QT 3" ALTERNATE COLUMN CONN. BRACKETS (STEEL A-653 Fy=40,000 PSI) 1.25" SPLICE rig0 00 0 AA •• A '1 T� 3" 1.5' - f 36" = DETAIL 'A' i LJ V STAMP 1.25" IDIN 10 3.000' iti I r r . 4r • { 3.000' —� 37-14) . I I.688'(4) tO�Q . 10" R X .7 0'1;4) 010" HIGH IALUMAX I.D. .43714) .020" DP. 1266)_ x 112) .062" RAD. 20) ` .187" RAD(16) D FLUTED COLUMN (3" ALUM. 6063—T6) "t" = 0.062" UNLESS OTHERWISE NOTED 3.00", 4.00" .188" 5.00" OR 6.00" n'P• 3.00", 4.00" 5.00" OR 6.00" 0 3", 4", 5" OR 6" STEEL COLUMN Fy=36 KSI REVISION DATE REVISION MA Amei�.�imazEngfnsering Services f- �— — muffiipaccum lr 1140 All Pro Drive Elkhart. IN 46514 % KG ICBO ES EVALUATION REPORT. NO. ER -2621P DRAVANG • NONE NAMPART COMPONENT PARTS ac CONNECTION DETAILS 2/8/2000 w 97CD03 3 OF 9 1 5.5' IN 8.0' PANEL 0,14' SEE TABLE 'A' Typ. TYP. JE0.17" f QY 10" X 5 1/2" W BEAM HEADER (6061—T6 ALUM. ALLOY) 4.50" ML .805". TYP. r y I . 10" 4, 45' COVER TY. PANEL SEETABLE "An .110" TYP. 6.0" QZ 6" W BEAM HEADER (6061—T6 ALUM. ALLOY) SOU #10 SMS ® 6",12" OR 375" 9"O.C. FOR 6",12", & .900" .291" 18" PANELS #10 SMS ® 12" O.C. i� STABILIZER CLIP— SEE DETAIL 'AG'. 1 SMS 6" O.C. FOR 6" & 12" PANELS — .9" r O.C. FOR 18" PANEL N#10 SMS ® EACH ROOF 1.0" PANEL VALLEY 5.406" 1/2" STRUCTURAL 813" PANEL (:R 3 UCTURAL PArN 6", 12" OR 18' WIDE .079" .079" rZ 2.725" 0.062" ____ Lr- f 109" 0.062" 4.00" 3.00"— @ALASKAN EXTRUDED HEADER AC 5 1/2" EXTRUDED HEADER (6061—T6 ALUM. ALLOY) (6061—T6 ALUM. ALLOY) 7.0' SEE TABLE 'A'--, R=.05' — .09' TYP. FULL RADIUS 1.0' 21 3.00 0.72[---1.56 0.72 --� 0,93 0.72 3.00 0.93 1.56 0.28 , 0.37� 0.72 --� �0.17 T (IN)= '0.048 AB 3" X 3" HEADER (STEEL) 8 7" X 5 1/2" W BEAM HEADER (A-653 Fy=40 KSI STEEL) (6061—T6 ALUM. ALLOY) FASTENERS REQUIRED FOR PANEL TO HEADER C❑NNECTI❑NS A� 6' PANEL USE 50% LESS SCREWS 18' PANE SE 50% MORE SCREWS �EScNil DATE TU ,- \ MAR � � 7 el .018 L .024 PANELS e2 .032 & .036 PANELS REVISION I DATE I REVISION cD uj NO. 0 �J; Engineering Services 1140 All Pro Drive lGKp .3- Elkhart, IN 46514 WAVN or ��•9l �� ``C f KG ICBG ES EVALUATION REPORT NO. ER -2621P 0 CA1 \FSCALE- —DRAVANG NONE OR PMT COMPONENT PARTS & CONNECTION DETAILS NAME E I RS STAMP 2/8/2000 w 97C OF 9 BUILDING" DEPARs`'M, ENR PPROVED r. I• TABLE 'A' MAX. WIND HEADER MAX. TRIB FASTENING LOAD DESCRIPTION WIDTH SCHEDULE NOTE'S 90 MPH ALL FASCIA 10' 2-#10 SMS PER 12' PANEL PATI❑ STEEL CLOVER; C BEAMS, I BEAMS 12' 2-#14 SMS PER 12' PANE STEEL CLOVER, C BEAMS, I BEAMS 21' 3-#14 SMS PER 12' PANE 70 MPH EXP C ALL FASCIA 10' 2-#10 SMS PER 12' PANEL AND STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANEL SEE ■l 90 MPH EXP B STEEL CLOVER, C BEAMS, I BEAMS 16' 2-4114 SMS PER 12' PANEL SEE e2 ALL FASCIA 10' SMS PER 12' PANE 90 MPH EXP C STEEL CLOVER, C BEAMS, I BE 16' 12-#14 4-#14 SMS PER 12' PANESEE ■1 STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANE SEE ■2 A� 6' PANEL USE 50% LESS SCREWS 18' PANE SE 50% MORE SCREWS �EScNil DATE TU ,- \ MAR � � 7 el .018 L .024 PANELS e2 .032 & .036 PANELS REVISION I DATE I REVISION cD uj NO. 0 �J; Engineering Services 1140 All Pro Drive lGKp .3- Elkhart, IN 46514 WAVN or ��•9l �� ``C f KG ICBG ES EVALUATION REPORT NO. ER -2621P 0 CA1 \FSCALE- —DRAVANG NONE OR PMT COMPONENT PARTS & CONNECTION DETAILS NAME E I RS STAMP 2/8/2000 w 97C OF 9 BUILDING" DEPARs`'M, ENR PPROVED r. I• 65 •125' B.0' 5.75• •010' 8-1/2- 0 '�•-1 }BOLTS I 1 •i 1 i 1.125.1 T T T 36" -� ® 6" W ALUM. HEADER SPLICE (6061-T6 ALUM. ALLOY) mm .062" 437' SEE DETAIL ED R=.375" FOR EXTRUDED 1.187 HANGER W/ A -RAIL ® A -RAIL (6083-T6 ALUM. ALLO1) 2.10" 1.710" 45*-}- 3752- .057' 75■o' 1.380" ® STABILIZER CUP FOR EXTRUDED HEADER 'AC' (6063-716 ALUM. ALLOY) TYPICAL 12' V -PAN ®TYPICAL SKYUGHT PANEL CONNECTION WITH 12" V -PANS NOTE: HEPPER SPLICE MUST BE LOCATED WITHIN 12 OF A COLUMN. 0.15" EXTRUDED HEADER SPUCE WITH TIGHT FR INSIDE HEADER 0.15' 111P. 5.406" 8 - #14 SMS .250" R. �- 4.00" 8-#14 SKYLIGHT PANEL TYPICAL 12' V -PAN 4" 5- 10" -�.5 .5'�--10" 24" ® ALASKAN EXTRUDED HEADER SPLICE (6061-T6 ALUM. ALLOY) 1.686" .500 �Typ. 1.562" ---1 014 SNS SEE TABLE 8.5 110 SYS O FOUDW- FOR SPACING A -RAIL -SEE DETAIL 'AF' 1.50" TYP. N6 SPAOIIG µ� � i Out FM f RANE1.4 � Cr- IN PAKMT 2" 2.25 • OR 2.50' 0.30'�- 1.50' ® EXTRUDED HANGER (6063-T6 ALUM. ALLOY) EXTRUDED f , SCHEDULE OF ALLOWABLE SPANS FOR, 6 ". &. 12" .PANELS'. ADJACENT TO SKYLIGHT PANELS. ' LIVELOAD (PSF) *6" PANEL SPANS *12" PANEL SPANS t— 0.018 - 0.024 — 0.032 — 0.036 c— 0.018 t— 0.024 t— 0.032 t- 0.036 10 111-9' 14'-5" 17'-2" 17'-9" SCHEDULE OF ALLOWABLE SPANS FOR, 6 ". &. 12" .PANELS'. ADJACENT TO SKYLIGHT PANELS. ' LIVELOAD (PSF) *6" PANEL SPANS *12" PANEL SPANS t— 0.018 - 0.024 — 0.032 — 0.036 c— 0.018 t— 0.024 t— 0.032 t- 0.036 10 111-9' 14'-5" 17'-2" 17'-9" 111-0' 131-3" 14'-7■ 15'-1" 20 W-8" 10'-6" 12'-60 13'-5" 7'-1t" 10'-4" 111-80 12'-1" 25 7'-20 , O 9 -5 , ■ 11 -3 ■ 12'— 1 7P-20 1 ■ 9 -3 1 • 10 -7 , ■ 11 -2 30 t6;::1" 8'-8" 10'-4" 111-1" 6'-7" 8'-6" 9'-9" tl0'-3" e USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS AND (1) SKYLIGHT PANEL PER (2) - 12' ROOF PANELS FOR SKYLIGHT TO PANEL C❑NNECTI❑NS, USE THE SAME NUMBER OF SCREWS AS PANEL TO HEADER. SEE TABLE 'A' DETAIL PLASTIC USED IN SKYLIGHT FABRICATION G.E. LEXAN POLYCARBINATE PER REPORT 13286 t = .062' FOR 6" PANEL 1.10- FOR 1Y PANEL 0.85" 1.07" FOR 6' PANEL 0.80" FOR 112' PANEL 375• 0. 5- • FT 10' r42'.375" R=4.50' T T 1 Fes— .30' -moi Fes- . 1.0 5.50' NOTE SEE SCHEDULE ABOVE FOR ALLOWABLE SPANS FOR PANELS ADJACENT TO SKYLIGHT PANELS & NUMBER OF ROOF PANELS NEEDED FOR 1 SKYLIGHT PANEL ® SKYLIGHT PANEL DATE REVISION DATE REVISION 9 �: OFim�az Engineering Services W INEL CONNEC_T_OR — N0- 260 0— -r;,' - --111T� 1140 All -Pro DHve . ALLOY) Elkhart, IN 46514 -3i ��91 r KG ICBO ES EVALUATION REPORT NO. ER -2621P DRAWING 1 �� NONE NAM COMPONENT PARTS & CONNECTION DETAILS A ENGI P 2/8/2000 IMP 97CDO5 SHEET ' 5 OF 9 f • k � x ��'wxf M� T1.+. �C'' 5 Hf-�----r q IL i 3' x 3' ALUMINUM 2 5/18' BOLTS ? POST �!„ !.510.0" �!- . � 1 xt•x37W ■88■ �, i0" 1.5/5" 5.5" 2-3/8-X 3 1/2' HILT] KWIK BOLTS TO SLAB OR FOOTER (ONE EACH SIDE) ALTERNATE 3" SQ. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) O E1DC 112• ROD DIAMETER. 4 HE1D( OVAIETER J� 1. ALL AWS TO BE HOT -IV OALWANU D OR ELECTOPUOED ZINC MAY HE USED IN LIEU OF ATTACHING TO CONCRETE SLAB 2. FABRMGTION OF AWaNG ANCHORS AND SAFETY SIAK S IS BEYOND THE SCOPE OS THIS REPORT FABRICATION DETAILS AND GU TTY CONTROL PROORAY MUST BE SUBMITTED TD BUILDING OFFICIAL FOR APPROVAL 3. LAMING ANCHORS WAY BE USED IN THE FOLL MMG TYPES OF SOIL: SAND, GRAVEL. CLAY, SOW ORAWEL, SILTY GRAVE].. SILTY SAND. CLAYEY SAND. CLAYEY MWEL. SANDY CLAY. SIL1Y CLAY, AND CLAYEY SILT. ®AWNING ANCHOR ?.71/l Uf.IT-f STEEL 'A FACT SIDE OF POSf�— 3/4' YIN. 1�MIN. ---�- 1 .w. FOR F SIZE INTO FOOTING SEE SCHEDULE 'F' O RIGHT STEEL POST •5/16' HILTS REQUIRED "W' WIDTH FASTENER SIZE MINIMUM *W*(WIDTH) 14 3 38' 41 2' 1/2' 8 5/8" 7 14?" 28' 1.330# 2 1 2' x 2 1/2' x 1/4'7 ' 7 NOLINE 21/2' : 2 1/4' x 3/18' ■ BEI PL AM. PL 9• x 18' x ALL PARIS TO BE HOT -GIPPED GALYANIZ OR ELECTROPLATED ZINC MAY BE USED IN LIEU OF ATTACHING TO CONCRETE SLAB. SEE NOTE: /2 DETAIL %IR' 16" ®SAFETY STAKE (ALTERNATE TO CONCRETE SLAB ATTACHMENT) STEEL COLUMN B I �LLlw;i (SEE NOPE BEIDYY) 12• MIN. ENT•G' Q: ;--12m FT !-6 D ON CONCRETE FOOTING NOTE -1 USE 1 - 1/2' 0 STEEL BAR FOR FOOTINGS UP TO 38' CUBE USE 2 - 1/2' • BARS FOR FOOTINGS UP TO 48• CUBE ANG 3 - 1/2' • BARS FOR FOOTINGS UP TO 52' CTB£ SCHEDULE "F" — COLUMN TO FOOTING CONNECTIONS FOR 18. 10 42' FOOTING SIZES FOOTING SIZE *HILTI FASTENER CONNECTION TO 'd' (INCHES) (OR EQUAL) SIZE COLUMN TUBE REQUIRED TENSION FOR R BOLTS 'd' = 18' 2-1/4'0 x 2' d 1-5/1 6"o BOLT 430/ 20' 2,1 x 2 1 d 580/ 22' 2-5 18'/ BOLTS 85 24' 2-3 '/ BOLTS 79 26' 2-1/n x 3 1 d 3-5/16 BOLTS 1330/ 28' 1.330# 30' OR7000 32' 2-5 8'0 x 4'd 2080 34' N/A 36' N/A 38' N A 40' N/A 42' 3-3/8-0 BOLTS N/A ©ALTERNATE FREESTANDING STRUCTURE COLUMN •"d' SIZE IN ANCHOR BOLT OR HIL71 FASTENER SIZES INDICATES DEPTH TO FOOTING CONNECTION DETAIL OF EMBEDMENT. EXAMPLE 2 1/2'd INDICATES 2 1/2' EMBEDMENT OF ANCHOR 'OR EQUAL' To HILTI FASTENERS. ALTERNATE MUST BE ICBO ES. APPROVED TO PROVIDE ALLOWABLE TENSION EQUAL TO 'REQ'D TENSION FOR ANCHOR BOLT' VALUES SHOWN. HILTI INDICATES HILTI KB -II ANCHOR BOLTS PER ICBG E.S. EV J4627. ®ATTACHED STRUCTURE COLUMN TO FOOTING = ® FOOTING SCHEDULE CONNECTION DETAIL 'd" = 18" TO 32"DATE DATE REVISION DATE REVISION HILTI FASTENER ALTERNATE /,�t, �� l` i i iqT mom /2' CONC. SLAB mm UNDER m 7HRU � ® COLUMN CONNECTION DETAIL FOR SLAB 81 FOOTING ATTACHMENT •,, , Lu NO. J217 1,. qlF F AUF��� 3.31 -oz ENGINEERS STAMP w=""mE% Engineering Services 1140 All Pro 6514 Elkhart. IN 48514 ?AWN Ur KG ICBO ES EVALUATION REPORT NO. ER -2621P NONE OEC COMPONENT PARTS do CONNECTION DETAILS 2/8/2000 97CDEff ,0U I I .9— APPROVED 8 — 5/18' •BOL 5 1/2' x 10' ALUM W= BEAM OR 5.5' 5 1/Y x 7; ALUM W= BEAM OR 4 1 2 x B ALUM W= BEAM 1�2 2 5/16' BOLTS W/ 1.0' DIA. , 1.575 x 3/32' THK. STL. WASHER—\ -1.575'— i 1/2' ,. _ _ _F_ 2 1/2' COLUMN 101 •8' ' T:� OR 10' 8 — 5/16 2 1/2' BOL .0'TYP. .750' J_ 1100' I– STEEL POST 2.5' 1. ' CUT BOTTOM FLANGE OF .750' LI—BEAM AS SHOWN AT • 3'x8'x12 GA 'C' COLUMN OR 3 1/2-00-02 GA 'C' .056 2 5/16' BOLTS ® C–BEAM TO COLUMN CONNECTION ALTERNATE - 4 1/2" X 6" X 5 1/2" X 7" 3' x 3' COLUMN ALUM. W BEAM CONNECTION DETAIL ALL 'I' BEAMS & 'C' BEAMS USE TABLE 8.3 COLUMN 'J' FOR QUANTITY OF HORIZONTAL BOLT USE TABLE 8.4 COLUMN 'N' FOR VERTICAL BOLTS, 5/18' BOLTS SEE TABLE 8.4 COLUMN E4 FOR QUANTTIY (MIN4) h3. 25 'W' ALTERNATE 3" SO. COLUMN CONNECTOR BRACKET. ® MIN. OF (6063–T6' ALUM: ALLOY) 4.50' ALUMINUM 'I' BEAM OR STEEL 'C' BEAM 4E4 TOP PLATE A' 0.5' 0 Ito w 2 5/18- BOLTS W/ 1- DIA. AM TOP PLATE 'B' LIS SEE ER H 'L' = COLUMN SIZE + 1' 'W' TABLE 8.3 COLUMN t=0. � 25" SEE/TABLE 8.4 COLUMN Q' 'K' FOR QUANi(fY FOR QUANTITY = COLUMN SIZE +• 1/2' WITH A MINIMUM OF 4.5' ® TOP PLATES 'A' &• 'B' - AND SCHEDULE 'B' FOR TOP PLATE , CONNECTIONS WITH "I" BEAMS (Y, Z, AA) ON STEEL POSTS 3' STEEL COLUMN 't' = 0.048' 3.0' 2.0' 4—#14 SMS 1.0' 5' 3" STE OLUMN TO HEADER CONN. BRACKET (6063–T6 ALUM.) 3- x 3' STEEL 1.0' R O 3 TE REVISION DATE REVISION HEADER 'AB' 6.0' +f- 6—#114 SMS 1.0' Engfneer-Ing–Services— - i.0- 1��P�la 1140 All Pro Drive Elkhart, IN 46514 - \` '• !�i CJI WAWN or CMP ICBG ES EVALUATION REPORT NO. ER -2621 P {&COLUMN TO HEADER CONNECTION .FOR 3' X 3' STEEL HEADER 'AB" DRAWING . `.'<_.�: NONE NAME COMPONENT PARTS & CONNECTION DETAILS IS EN INEER STAMP 2/8/2000. I1M7;7C[N= OF 9 . . BUILDING DEPART, MEW-'_ AP P R 0 � D I 5. • 7'X 5 1/2' A I" BEAM t=0.12' 0.09' t=0.09' 16-5/8 BOLTS, 8 EACH SIDE OF qSPUCE 7.0' 5.0' 0.1 2-7' C SPLICES t=.062' TYP. ONE DE OF 7� Iw BEAM I F�0.2 `nGHT FIT I' 0.1'-J 0.12• 7" X 5 1/2" I—BEAM SPLICE (6061—T6 ALUM. ALLOY) ® SPLICE DETAILS AWNING ANCHORS + + + + + + + + + 2 ANCHOR 3 ANCHOR 4 ANCHOR 2. 3. OR 4 ANCHOR DETAIL 15 + v AWNING ANCHOR CLEAR CENTER IN FOOTING TYP. SINGLE ANCHOR DETAIL BI ANCHOR DETAILS FOR ATTACHED STRUCTURES 7" C SPLICES (6061—T6 ALUM. ALLOY) - r VA_ ® 7" X 5 1/2" ALUM. I—BEAM SPLICE BOLT LAYOUT 3"X 8" ALUM. HEADER -r I 2"X 6 1/2"X .024" ALUM. SIDEPLATE S 3" x 8" HEADER CONNECTION FOOTING "d" (IN) ALTERNATE FOOTING SIZE NO. OF ANCHORS 18 12"X 12"X 15" 1 20 15"X 15"X 15" 1 22 18"X 18"X 15" 1 24 20"X 20"X 15" 1 26 20"X 20"X 15" 1 28 24"X 24"X 15" 2 30 1 24"X 24"X 15" 2 32 24"X 24"X 15" 3 34 24"X 240X 15" 4 36 24"X 24"X 15" 4 3- #14 SMS I EACH SIDE 1/4' 2X 6 1/2" ALUM. HEADERS 5 1 2" /2" 1 /2 � 3- #14 SMSZ ALUM. " 3- #14 SMS EACH EACH SIDE" COLUMN SIDE OF COLUMN 2 X 6 1/2 ALUM. 3"X 3" ALUM. SIDEPLATES COLUMN WITH SIDEPLATES END VIEW 3- #14 SMS O DOUBLE 2" X 6 1/2" EACH SIDE BH HEADER CONNECTION �op'13FTu �� q AR 0 � WITH SIDEPLATESFr NO 0 � CAI-�Fj INEERS STAMP TE I REVISION I DATE I REVISION #AwrimaX Engineering Services Id, Qui. 1140 All Pro Drive Elkhart, IN 46514 (AWN Or CMP ICBG ES EVALUATION REPORT NO. ER -2621P NONE NAME COMPONENT PARTS k CONNECTION DETAILS 2/8/2000 N 97CD08 8 OF 9 0.08' EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER. T- IfT wLIJ SPLICES DETAIL ® 5 1/2" EXTRUDED HEADER SPLICE (6061-T6 ALUM. ALLOY) B5 FOR SPACING TABLE ® 3 1/2- "G" RAIL (6063-T6 ALUM. ALLOY) TERNATE 2- 2"X 6 1 /2' ADERS IN PLACE OF X 8" HEADER WITH IST & SIDEPLATES d 3" POST 27X 6. 1/21X 12RAFTER 'GRAN ER ...ALUM.' RAFTER 0 16' OR 24' ROLLFOR4 O.C. HEADER 2'X 6 1/2' M. FASCIA ® ALTERNATE -DECORATIVE FASCIA TRIM ® ALTERNATE 2-2" X 6 1/2" HEADERS -RAIL - SEE DETAIL 'AF' 3 114 SMS EACH SIDE 4' 3' X 8- BOX y BEAM HEADER 750' L'1 6 BRACKET •H• 3" �T " • 3'X 3" ALUMINUM YPS2• COLUMN 1.0 3' •Oen • /� .. . /2" d7 1.790" • �• 3 #14 SMS EACH SIDE ®O ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER `(6063-T6 ALUM.. ALLOY) 3 #14 SMS EACH -SIDE /16" BOLTS 3"*X 6 1/2" IMN SIDEPLATES ALUM. FOOTING BRACKET 3/8" x 3 1/2- ti USE ONLY ON SLAB •. OR d=26' FOOTER OR SMALLER SLAB OR FOOTING eo UMINUM FOOTING BRACKET FOR CONNECTING LUMN TO CONC. SLAB OR FOOTING (6063-T6 ALUM. ALLOY) 0. SLC M�1 ® 3 1/2- "J" HANGER (6063-T6 ALUM. ALLOY) o NON-STRUCTURAL 2.109' ' COMPONENT 5.721' ® 5 1/2- EXTRUDED SIDE FASCIA �. (6063-T6 ALUM. ALLOY)' O 20fE REVISION DATE REVISION ®Q. 0 F w 3-3J-�- S STAMP 'Ameiimaz Engineering Services � .1%RC 1140 All Pro 4 Elkhart, IN 46516514 NN or KG ICBO ES EVALUATION REPORT NO. ER -2621P 111:_ DRAWING NONE NOARMPART COMPONENT PARTS & CONNECTION DETAILS 2/8/2000 M .ttcp. 1' c 9 OF 9 f f co co L1 HEADER (3006-1-1391 ALUM. ALLOY) 2 1 8' 1 1/Y OR Y' ___a q- tl .01r 1 1/2' OR 2- @ LATTICE t=0.024' (3105-1-125 ALUM. ALLOY) OR 00 0 0.032° OR .0265' O RAFTER & SIDEPLATES (3006-1-1391 ALUM. ALLOY) L4 COLUMN (3006-H391 ALUM. ALLOY) MS EACH iANGER 1" 4-#8 SMS WN �GERAMSEE TABLE 31AT RIGHT. 15/16 IL I BRACKET USED W\2' X 6 1/2' RAFTERS BRACKET USED W/3' X 8' RAFTERS L7 RAFTER TO HEADER CONNECTION BRACKETS (6063-T5 ALUM. ALLOY, T=.0600) 1/4' x 4' LAG SCREW SEE TABLE 8.5 COLUMN rERWEV#P2258 - X DEPTH ANC4 FOR QUANTITYALL 10 PSF USE 1 LAG IDE PER STUD 16' O/CALUM. EXISTING RAFTER STRUCTUREPSON HANGERR PER I.C.B.O. 2- _ X10 X 1'SCR EACri SIDE LS ALTERNATE RAFTER TO WALL CONN. 4 \I, .048 MIN. a 4' ASTM A-653 Fy=40 KSI STEEL CONNECTOR FOR WOOD COLUMN CONNECTION #8 X 2 ' SMS FOR 1 1/2' LATTICE -L 8 x 2 1/2' FOR 2' CE Ig --ALUM. RAFTER L9 LATTICE TO RAFTER CONN. : L= 1.92: FOR 2' X 6 1/2' RAFTERS L= 2.92' FOR 3' X W RAFTERS .04 HEADER DETAIL MAXIMUM MAX FASTENTING GAGE WIND LOAD TRIB .042 VICK CK 1. TypTYR 90 MPH 6' 1 3' x 8' o 2-#8 SMS EACH SIDE 10' 3-#8 SMS EACH BRKT, ,036 3' x 8' L1 90 MPH 5' 2-#8 SMS EACH BRKT, 3' x 8' PATI❑ 10' 4-#8 SMS EACH BRKT, 13-#8 3 DBL 2 x 6 L11 90 MPH PATIO 10' SMS EACH BRKT. .094 2- 10 XOR 1 3/4' WOOD L23 2-#10 SMS 22' INTO METAL (6063-T5 ALUM. ALLOY, 7= 0.040' L6 RAFTER HANGER HEADER HEADER DETAIL MAXIMUM MAX FASTENTING GAGE WIND LOAD TRIB .042 3' x 8' L1 90 MPH 6' 2-#8 SMS EACH BRKT, 3' x 8' PATI❑ 10' 3-#8 SMS EACH BRKT, ,036 3' x 8' L1 90 MPH 5' 2-#8 SMS EACH BRKT, 3' x 8' PATI❑ 10' 4-#8 SMS EACH BRKT, 13-#8 .032 DBL 2 x 6 L11 90 MPH PATIO 10' SMS EACH BRKT. .094 8' STEEL C L23 90 MPH 22' 2-#14 SMS EACH BRKT. 90 EXP C 10' 2-#14 SMS EACH BRKT, ILYI��va'16lColzmm lalo r m� N . 2 70 6(f 3 31 21p�m1140P,11t118Z Engineering Services IV1\1 \ p DL All Pro Drive Elkhakhart. IN 46514 F CAt%iWAWN or KG ICBO ES EVALUATION REPORT NO. ER -2621P • NONE OR PARI COMPONENT PARTS &CONNECTION DETAILS NAME FOR PATIO & COMMERCIAL LATTICE STRUCTURES ENGINEERS STAMP 2/8/2000 EM F 97LT01 1 OF 4 /2� PLASM G: SMS INTO BOX SECTION NOTE: USE PLASTIC PLUG TO FILL 1/2' DIA. ACCESS HOLES USED WHEN AAITTTACHING S.M.S. INTO ANOTHER BOX SECTION IN WHICH THE SMS LENGTH WOULD EXCEED 2 1/2'. L10 PLASTIC PLUG DETAIL n Dn ER" ZnSEE SCHU FOR SIZE -? ALTERNATE 2- 2'X 6 1/2" HEADERS IN PLACE OF 3"X 8' HEADER WITH POST & SIDEPLATES 3"X 3' POST L11 ALTERNATE 2-2" X 6 1/2' HEADERS j 3.0" I 3.00 37 (4) 0.72 �1.56_ 0.72 " --I 3 .688"(4) 0.72 3.0' �4) I - .094 _ . 10" R X 7 On(4) 0.931.56 3.00 10" HIGH 0.28' ALUMAX I I.D. 68 " (4) 0:37 0.72 .437T4) --I 0.17 I ,125" RAD, T. (IN)= 0.024, 0.030; 0.040 (ALUM) .020" DP. (36) 0.048 (STEEL) x 70' .062" RAD. (20) (12) ,�� MNS MAY BE.TRIMMED .W/FLEX-.' ' .187" RAD.(16) ALUM. FACING.' OL31 L30 3" ALTERNATE COLUMN FLUTED COLUMN ' " _ (3003-H16 ALUM. ,ALLOY OR (3 ALUM. 6063-T6) A-446- F =40 -KSI STEEL t = 0.062 UNLESS OTHERWISE NOTED y- ) HEADER 9 CENTERED 2-. 14 o EACSIDESMS I 3' X 8' HEADER o L . �- r . Ip1 2- 2' X 6 1/2' SIDEPLATES ONE EACH SIDE OF I I COLUMN COLUMN L16 HEADER SPLICE DETAIL _F 3.00", 4.00" .188" 5.00" OR 6.00" TYP• CL32)3311 , 411 , 5" OR 6" STEEL COLUMN Fy=36 KSI 3.00', 4.00" 5.00" OR 6.00" DATE REVISION DATE REVISION QWpFESS/ �O T U ')�` _ e ag Engineering Services Cm — — 1140 All—Pro Delve PRMWo' N�• '�` Elkhart. IN 46514 02 f KG ICBO ES EVALUATION REPORT NO. ER -2621P �• r COMPONENT PARTS & CONNECTION DETAILS 9j OF N1 NONE NAME FOR PATIO & COMMERCIAL LATTICE STRUCTURES s ENGIN 2/8/2000 97LT03 M 2 OF 4 „ 5/16'• . BOLTS W/ 1' DIA. x 3/32' • THK. STL.. WASHER 5.5' TO 8' STEEL 'C' BEAM SEE TABLE 8.4 COLUMN E4 .575 2.35' FOR QUANTITY .750' ,100' JT_ 2.5' .1.0' .750' I .056 �I 5/16' BOLTS SEE TABLE 8.3 COLUMN 'M' FOR QUANTITY .048 x 3' x 3' STEEL POST ®ALTERNATE 3` SO. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) ' 3"X 8" BOX BEAM WRAP DETAIL 3" X 8" - 1 FOR ATTACHED STRUCTURES - COLUMN TO WRAPPED 3" X 8" X 12 GA. 'C' BEAM HEADER CONNECTIONS "X 8"X 12 GA. 2�Q� " BEAM DATE REVISION DATE REVISION ' ' rSC �;� L23 3" X 12" X 12 GA. STL. 'C' BEAM WRAP W/ 3„ X 8 ALUM. BOX BEAM C� • a Engineering Services NC. 1140 All Pro Drive Elkhart. IN 46514 ur ICBO ES EVALUATION REPORT NO. ER -2621P .NONE COMPONENT PARIS & CONNECTION DETAILS NAME” FOR PATIO & COMMERCIAL LATTICE STRUCTURES E EERS STAMP 2/g�2000 97LT03 SHEEr 3 OF 4 1-00000 3- X 8" BOX BEAM HEADER ALUM. "H" 3" 6" BRACKET 3"X 3" ALUM. COLUMN 3" ,� • X60 y /� j* ,yr L24 ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063-T6 ALUM. ALLOY) 3 #14 SMS EACH SIDE ' 5/16' BOLTS 2 3/8' HILTI KVIK BDLT II V/ 2.5' EMBEDMENT 1 3"X 3"-j POST ,t .036' OR .042' x 3' x 8' HEADER L25 70 & 90 MPH WIND SPEED I .r- 2 #14 SMS EACH SIDE T2"X 6 1/2- 1 /2"1 SIDEPLATES i� I ALUM. FOOTING BRACKET I I v • •. Qa r AB OR FOOTING L27 ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063-T6 ALUM. ALLOY) 2 #14 SMS EACH SIDE 3'X 3' POSTS ' COLUMN W/ 'H' BRACKET HEADER SPLICE MUST BE C ON COLUMN 2- 114 SMS o EACH SIDE 3' X 8' HEADER o 0 2- 2' X 61420 SIDEPLATES x 3• ONE EACH SOF COLUMN COLUMN L16 HEADER SPLICE DETAIL FESS 3'X 8' NO. 0. lF F CA! 3.31-02 ENGIN ERS STAMP 3 #14 SMS EACH SIDE 00 1 O 3 #14 SMS EACH SIDE 2'X 6 112' SIDEPLA 3'X 3' POST COLUMN W/ SIDEPLATES 12' FM ATrAMM LAMMYXW MRU UM ® SAFETY STAKE IN CONCRETE FOOTING DATE I REVISION I DATE I REVISION 11'im�g Engineering Services )�oElkkhaha �BL 1 All Pro 4 rt. IN 46516514 WN Or KG ICBIO ES EVALUATION REPORT NO. ER -2621P ALE: OFIA"r- NONE OR PART COMPONENT PARTS & CONNECTION DETAILS NAME FOR PATIO & COMMERCIAL LATTICE STRUCTURES 2/8/2000 � 97LT04 4 OF 4