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079-290-021
aul & Dolores Santoni O 38 t.Ida Rd., Oroville 79- contr: antoni Const., Oroville Permit # 55-80B,P,E,M(new single family) contr: Santoni..Const. , 0�vil� O �/ Permit #4777-80B,E(ad �j ftg// 80/S ) F contr SS oni Const., Oroville Per 5503-808(nea open deck/SF) 276-90B,P,E PERDUE, Gary CO_NTR: Holiday., Pools ' . 381 Mt. Ida 'Rd,' Oroville ,(POOL), ' _ • •i 1 ` is `UI� *'Y - 1125-91B PERDUE, Gary 381 Mt Ida, Rd, Oroville Cont: Don George (reroof/sf) e-3 L ar 00-0473 B ' Ida "• Oroville reroof/Christiansen:'Rfg) 01-2689 PERDUE, GARY 381 MOUNT IDA, OROVILLE CONT: CURTS CONS I ,G I REPAIRS TO DECK J 11- Q-33-644-@-0-49- 01-3090 PERDUE, GARY 381 MT IDA, OROVILLE CONT: CURTS CONSTRUCTION AWNING OVER EX DECK 02-064Q� b,�w PERDUE, GARY �.� 3 81 MT IDA RD, ORO ILLS CONT:, CURTIS CONST , ac�- 02-� n amp NOTES RESIDENTIAL PERMIT NO. _.--036-130-047- -- - 02-0640- - PERDUE, GARY 381 MT IDA RD; OROVILLE CONT: CURTIS CONST r �r a 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) fG .D 2__ Signature V= OK 0 = Not OK = NotApplic. I = Not Ready " MOBILE HOMES Date ' MOBILE HOME UTILITIES (Plans) OK except tt's 4. 1. Zoning Requirements -Setbacks -Easements Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 2. Soils; Special MH Support Sketch 7. 3. Sewer; Location -Test -Fall -C/O -Concrete r g.; Sills-Anchors-Studs-Rftrs-Trusses 4. Water; Location -Test -Easement Needed (Sketch) 3. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Ext ' teps-Doors-Landings 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG 5. 7. Well Clearance & Disconnect 6. 8. Utility Clearance 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit Date Health Department Approval Card B-1 Date Card B-1 Date Plumb.; Cir. Test -Water Supply Test 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 Date 3. Gas; MH Test -Demand -Valve -Connector Date 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 Cen. 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 a MISCELLANEOUS Date DECKS, COV kW, CARPORTS GARAGES (Plans) OK except N's 6 1. 3. Zoing Requirements -Setbacks•Easements Footings; Soils- Size- Depth- Spacing -Con nectors-Steel Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric r g.; Sills-Anchors-Studs-Rftrs-Trusses Soils; Compaction -Structure Stability i ; Nailing -Veneer -Stucco -Mesh 3. Ro , Shthg-Roofing Ext ' teps-Doors-Landings Elec.; Receptacles and Lighting, Distance-GFI raced Wall Panels Date `f f6 Pj pard B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK = Not Applicable = Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ r Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation 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 FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subteed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 60. 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes O No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s 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-Rftr. Ties -Purl in- Roff Brac.-Truss-Shting.-Ring. 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 -Mach. 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 60. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Instld./Drive J Yes 0 NoMalks ] Yes :1 No/Planters Yes 7 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. 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 - 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 o2-0640 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT .,, GARY PERDUE533-4012 TELEPHONE SO. FT. OCC. BUILDING VALUATION 320 U 18 5 760.00 .OWNERS MAILING ADDRESS "381 Mt. Ida Rd. Oroville CA 95966 CONTRACTOR'S ME Curts Construction TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 5 760.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 52.65 BUILDING ADDRESS 381 Mt. Ida Rd. Oroville CA 95966 Energy Plan Checking Fee $ $ PERMIT FEE $153.65 LOT NO. SUBDNISIOWS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other garage addition SPECIFY Each Trap 1 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IX Describe Work: addition to existing garage Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA 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. 'C ��� /� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. I 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.) 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 omp i those provisions. �Sgell i Dat —?_z—,01 Z _ ig atur of pplicant - ❑ Owner 13 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 ,000A 46.00 NEW CONST. DWELLING OCCUP. 3.5Qso OR ( EW corsT. MUL�Tcou�rLSS. NON-RESID. U 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. E(, Occup. OUTIET OR FIXTURES BqL x';50 Ex. Occup. pUTtEEDTS pIp °� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 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 $ 153.65 HAZ. p, FEES IMP . FLOOD CDF PARC PD SUE This permit is hereby issued under of the Butte County Code and/or indicated above for which tees have By 04��atte� PERMIT EXPIRES ON 3 the applicable provisions Resolutions to do work been paid. f (Da te Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT f !p r J�'Sr� 1 ..+-'! �fi'kir't"7�9i,'•Ri'.'aV.�i„iY3. '9' ;�.e�.�'�✓'�it`r,�$'r�j��f ^!.�o .-• �. ,,i •-r�,y, �v.,� .. �.rr -�--��t...,:y � =31 ..�.+:e_v �.,; `- COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ` 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET '� OWNER: e ASSESSOR PARCEL NUMBER ry ✓W r l v^ O�� Proposed Building Use: Technician �" KrS� C`s titer 's Date: �! �-2 Items required in order to apply for a>permit. ,A boxes MUST be checked OR marked NA in order to apply. i V�. JPlott4plans, 3 or 4 sets, signed by the preparer of the plans. , 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ( 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! Energy compliance design and supporting documentation in duplicate. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or OKMetal foundation plans, all in duplicate. 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 b tengineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................. ❑ 9. Plot plan and business license approval from the City of Biggs ..................................... ❑ 10. Letter of intent for non-residential buildings.......................................................... ❑ 11. Detached Accessory Building Form filled out by the owner ...................................... ❑ 12. Hazardous Material Form............................................................................... ❑ 13. Other .. Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ' J S. , ❑ 14. Fees as shown on the.attached Schedule of Feeg Due Sheet ....................................... ❑ Statement of Intent for Non``heated and A/C Buildings.................................. C `LAS 16. Sanitation and plot plan approval from the Environmental Health Department in e'erv-,j I ❑ 17. City of Chico Plumbing permit .................:.,, .:....-........................ �..... 18. California Department of Forestry plan apprgval'� paid. Sent by ` i� � ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Pa 1 Check: - 0 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from le 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 aiuthorizatibn.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance ....................... 029. Existing violations and/or expired permits. ...... ermits.:............................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. ""l have been informed f the above it s and requirements for obtaining a building permit. Applicant: .tel �f Date: 4.S 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ count by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed by: -Date: Structural approved by: Date: Note transfer by: Date: Yellow: Building Division .n k Iyf � 1 ,r..l •. 1 S.. E.H. U3 ONLY1�' Piot Pian Anachod Floor Pian AtUchad Sana to B.D. �l C> TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# . Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: (�Z�AU --1)2- Environmental Health Specialist Date 8/96 _�i COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE I� OWNER. A.P. # PROPOSED BUfLDING USEDATE ✓ ^ RECEIPT # DATE REC. 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ........:................................... $ --Revised Plan Checking Fee ................................. $ 0 2. SCHOOL DISTRICT FEES (paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... x $0.03 = $ Sq. ft. 4. URBAN AREA FEES Residential ............................ x = $ # Units Amt. Commercial (Sq. ft.) ............. x = $ Sq. ft. Amt. 5. RECREATION DISTRICT FEES 6.THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) T SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER OLO(ooe- 507. Ob 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 checkingpwpcess. 11 APPLICANT DAT Pursuant to Government Code Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest: The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) CDF FIRE SAFE REQUIREMENTS r AP# PERMIT -# NAM9--- Under.authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County local regulations which equal or exceed these standards. Field inspections will*be made by, -the Butte'County Building Department for compliance. 4 . [ ) 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be�provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, / 1273.07 culverts and other apparte:zant structures which supple-, ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans'and fire apparatus weighing up to 40,000 pounds. [ 1273.03 Grade: Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet to those from 100-200 feet. [ 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. [ 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet from the center of the road. [� 1273.05 Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. KP 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of 15 feet along -its entire length. Page 1 of -3., v- Y 6� 3 -.4 AP# OZ _06 0 u v r PERMIT # N 1273.10 Turnouts. Driveways exceeding 150 feet in length, but .less than 800 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no more than 400 feet apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet -in length and shall be within 5.0 feet of the -building. 1273.11 Gates [`f1, 1. Gate entrances shall be at least two feet wider than the roadway it serves. 2. The gates must be located at least 30 feet from the // roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ) 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. l 1. All parcels 1 acre at,d larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from ull Property lines and/or the center of the road. [ ] 2.. For parcels less than 1 acre, local jurisdiction shall provide for the same practical effect.. See Other Requirements below. I%�} 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the.local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modification shall be completed prior to completion of road construction �r f_Aal inspection of a building permit. Page' 2 of 3 AP # - Class A or B roof - Enclosed eaves PQ Z D,L/r PERMIT I 1 If Building Setback is Less Than 15 Feet Choose any 3 of the following: /- Metal or no doors on side toward property line with insuf: /-cient setback Class A or B roof with enclosed eaves Interior automatic sprinkler system per NFPA 13D Glass area not to exceed !0V of wall area toward.property line with insufficient setback Siding from the. following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials Date Signature Page 3 of 3 (800222 -BLURS ORO 20 X 16 - Al revised) FCHORID2x4 L '#1&Bet. L �1&Bet. L Standard R GREEN LUMBER PER NDS -97 TABLE 7.3.3. X—CEN I44X4 ON FILLER FLUSH WITH 144X4 AT PEAK JOINT THIS ONG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONSI SUOMITTED BY TRUSS MFR SEE DNGS TCFILLER0699 AND BCFILLER0699 FOR FILLER DETAILS. IN LIEU OF RIGID CEILING USE PURLINS TO BRACE BC @ 72" OC DEFLECTION MEETS L1240 LIVE AND L1180 TOTAL LOAD. 10 PSF BC LIVE LOAD PER UBC. W2. 5X4 = W2.5X4(A1) L2-0-0�-J X2 -0-0-J • 5-4-14 4.7-2 _ 2-0-0 2-7-2 I-4-14 4-0-0 _ 6-11-4 6 1 e 6-11-4 L_ 10 0-0 I 8-0-0 L_ '1 f 20-0-0 Over 2 Supports R=860 1-1=3.5" R=860 14=3.5" I_T TYP. Wave •f PI -95 Design Cri Leri'a: TPI (STD) /I18C IQ r5ta rAl-111 I _ I Ir r - T 4-3-15 T 1-7-15 +8-0-0 -•'•"'•� ••v..,nL urn CIE LANE III rAUHICATION. HANDLING, SHIPPING, IUSTAlLII1G AIID —• Scale =.3125" Ft _ 89 LorenAvcnuc,ChicDC.495928 INSTING.TUTE. REFER i0 RIo 91 (HANDLING 1RSTALUNG AND BRACING)• PUBLISII(D BY TPI (TRUSS PLATE QQOFES$/pr' TC LL 20.0 PSF REF R47.7 -15766 IIISTI TOTE, 563 0.0110FRIO DR., SUITE 200, MAOISOII, 111 53719)• FOR'SAFETY PRACTICES PRIOR TO STRUCTURAL PERF RHlI:G ANELS. BOTTONSE SCHORDESS SHALLNHAVESA INDICATED, 70P CHORD RIGIDALL HAVE CEILING_PROPERLY ATTACHED y��<`y� T C DL 10 . 0 PSF DATE 04/01/02 1HPTIR TART" FURNISH A COPY OF THIS DESIGN TO THE INSTALLATION CONTRACTOR. ALPINE EIIGINEERED PRODUCTS. INC. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FNOH THIS DESIGN; ANY FAILURE TO •� BC DL 7 .0 PSF D R W CAUSR427 02091038 DUILD THE TRUSSES III COIIFORHAIICE WITH TPI: OR FADRtCATIIIG, HANDLING. SHIPPIIIG, IIISTA LANG AND L P I N E 45 _ ORACIIIG OF TRUSSES. THIS DESIGN CORFORHS 111711 APPLICABLE PROVISIONS OF NOS (RATIONAL DESIGII BC LL 0.0 PSF CA -ENG NAH/CIJC SP EC IF IC ATIOU PUBLISHED 11Y THE ANERICAn FOREST AVD PAPER ASSOCIATION) AND TPI. ALPINE COINIECTORS ARE MADE OF 20GA ASTM A653 GR40 GALV, STEEL. EXCEPT AS NOTED. APPLY CORRECTORS TO TOT. EACH FACE OF TN LD. 37. 0 PSF SEAN - 21909 USS, AND UNLESS OTHERWISE LOCATED 011 THIS DESIGN. POSITION CONVECTORS PER DRAWINGS 160 A-2. THE SEAL 011 TRIS CRANING IIIUICATES ACCEPTARCE OF PROFESSIONAL ENGINEERING C�\\y �T AlpineL•nginlilo. Products, Inc. RESPONSIUILITY SOLELY FOq TIIE TRUSS COIIPOIIEHT DESIGII SIIU1111. THE SUITAOILITY AND USE OF THIS C ( DUR. FAC. 1.25 FROM KO $R CTD HICI110, CA 95R2B CONPONEIIi FOR nNY PART I CDL Alt BUILDING IS THE RCSPOIISIDIL17Y OF THE BUILDING OESIGIa R, PER of CAUE�� AUSI/TPI 1.1995 SECTION Z. SPACING 24.0" �t GABLE ENO DETAIL M STRmJGBACK (NAIL TO tEOGER 12' O.C. tBRACED A7 55' O.C.) LLJ P LD lEOGER MAIL TO VERTICAL Y/2 -10d HAILS) O O rn m O M LL 0 U tY W m 5- 3 LLJ LL CD 0 CV I 0 co 0 N CV 0 z Lu ■ (K) SPACING FOR 43 - 56.0' O.C. REFER 10 SIPPSOR CATALOG C-94WI FOR PRDDIICT AIIACHWNT SPECIFICATICH (ATTACH A35 Ill FI DIRECTION 1111S DWG PREPARED FROM COMPUTER iNPUf (LOAOS b DIMENSIONS) SUISAITTfn BY TRUSS NFR. 2-0-0 2x4° w R0� MATERIAL 13-6-0 6-7-0 E3-2-0 r � 13-2-0 6 -. )Od C01J14A1 ELOCK 7-0-0 t C 1 CUfl00KER MLS a-- 15-6-0 — j 7-9-0 &IGLE END 2XO 01AG@TAl ACE ( M) _ ,•� °° 7-9-0 15-6-0 W IS IO i GRACE �AILLSS U 2X LEDGER C{TIFXIFJ EAUI ENO Lu t 11 V TRUSSES ST P-OKa%CK _ EPI 1 GRACED AT 55• D.C. OUTLOOKER (WERIA m CC) IXA CUNTIFRiO1S LATERAL: GRACIIIG FOR J (SE) BRACE:(S191R)GfIACK) hCMBERLONGER filAil (H) 2X4 F.L. OR M.F. 12 OR 72'."ATTACH AT tllOPllJNt Cr EACH GRACE 3,5' 1d�1X1 N) (GI 918 STR&MACK BRAC: Y/2-Bd CCO?Ml RAILS. TTP ATICH e 24• MAX GABLE ENG 1 24' O.C. 1. S' MAX. (S) LEOCER (N) 0 fiMAXC .1. . 1 - - - � I \ DUTLOUKER 12, mitl MAX \SI 1\ t�i�• CPI ) PEAK PLATE TO MATCH COITmi TRUSSES. CST ) SPLICE PLATE TO HATCH CU40 iRI1SSES. (HI )►EEL PLATE 10 HATCH ccHKAJ TRUSSES. (0) OPTION 10 WEB PLATING: USE (31 -2 - WIRE STAPLES (0.072 OIA./15 GA -1 TOENAILEO TM CMD INTO WEB & 1103) WEB INTO GOD ON ONE FACE FOR A TOTAL OF b STAPLES. (PI), (SI) b (HI l MUST BE PLATED. (G) GABLE ENO DESIGN BASED IN 75M VIMO LDAO, EXPOSURE 'B' AT 0-25 FT, HIEiUJ HEICHT, Pno2l1[' � . tHl )I IrOTE: [HOBOS TO 6E 2X4 FIR-LARCFI a2 mm. NOTE: MIS DETAIL MAY BE USED FOR TRUSSES WITH PITCHED D.C. ALED. PLATE MAX. WEB LENGTH IX3p 2-0-0 2x4° 0-1-0 3X4► 13-6-0 PLT TYP. Wave TP[ -95 R Design CrTterin: TPI -95 •'4ARFIT110•° r1Rf5Ef 1 OUIRC t(TNEME CME lk FABR [CAT 101, IANOLIS4. $MITTIRC. ]ISIALIINO AND t�J IRACIRO. A(f1A IC NI0-01 tLIN011N0 "NStAt"" A" BRAC30S). /71lISHIG BY II*1 MOSS, ►LAIC t --Y Uf1110Tt, fq 010110010 OR.. IUII[71AOIf0I, Y7 UT141• TON SAFETY IRACTIC(S Pill" 10 I..J ►(R►ON71110 TN[f[ 07NCfT07rf. �tllt ff OINNAITSC rAOiCAT(0- 10► CN0R0 FAAtt NAL[ rROf EtLY AITACf[0 O O StRYCIMAI ►ARILS. IOITON CHOR13 SYAII. NAYI A ►N0PINLY ATIACHtO NIOIO CIELINO. --JMPORtANI-- PUMISH A COPY of IN1f DESIGN t0 INC INS1411Ar1On CORIRACiOR. AIPIAt CAGIlITN © ►ROOU[1!, 11C. SNAII NOT IE NEf10Af tBl[ TON AYY OCYIATIOI 11" THIS 013101; ARY fA [lM( ALPINE o IYILI If[ IN YlII! Il COAfORMARCE YI TN i/1: 0A $AIN ICA 11 Yo. NA101IY6, SNI PI110, fNfTALt All, "M INACIYG CF IRYSE[f. INIf 0[fIOR COIFONMS TIT A.1, CAR INOYIf101f Of fDf {YAIIOIII OE310N SPCCUtCUTOR PURltI1E0 SY IYt AMCNICAJ. FOREff A. PM(N AStOCIAIIft) AND IPJ. Attiat F T�� cooN10013 ANI NAOC at I I Al IM AIs3 e131 OAt Y. SIOIL, Fleur Af 10uo, Ao/LY COAlcC 1016 ro �f tICN FAC[ Of INYtf- A11C Oflt ff OINIRYI3E IOU ICo ON 1112 C[fICM, IOs11J01 11A1tCl01f 1[R ,!---1 Q Q ONAYIAIf 1110, ISO,A10 1i0 A:;n !A1 Efo 11IIN•f-fEAI a, THIS ONANIRO APFUCf ally 10 ONE OtSICY L—! nr •a vine ne.. .. eu _ 2X4 F.L. LINGER GRACES MAX. LANG HMAX.-lefu WITicur BRACDIG Ill) IS V/ STRONGBACK GRACE CS) SfAIJOAR0 5 -ti -a 11-10-0 STUD 6-7-0 E3-2-0 13 6-7-0 13-2-0 12 7-0-0 IS -6-0 Al 7-9-0 15-6-0 l) b eEi1£R 7-9-0 IS -6-O SS 7-9-0 15-6-0 REF R992 DATE 03/19/98 CRR CD112 SEON - 25458 FROM P8C c Lt TC LL 30,0 PSF TC OL 15.0 PSF 8C Ol. PSF 8C LL 0.0 PSF 't TOT.LD. 50,0 PSF 01IR , FAC. 1.15 SPACING REF R992 DATE 03/19/98 CRR CD112 SEON - 25458 FROM P8C c Lt Iq 3 0 o z rn 00 T C> . x LL z m o � U c7 W co M 43 Z LJ LL z 0 .-I t` 00 r -I • 0 N —I r-1 rn N P4 O i co N CV "'• C] N u . N z° LLJ LL 4 (800222-BLORS ORO ( 20 K 16 DP - Al OP COM TOP CHORD 2x4 OF:L R1 BOT CHORD 2x4 OF -L $1 WEBS 2x4 OF -L Standard PLATES DESIGNED.FOR GREEN LUMBER PER HOS-97 TABLE 7.3.3, 415X4 z THIS OM6 PREPARED FROM COMPUTER INPUT (LOADS 8 O[MEN'SIONS) SUBMITTED BY TRUSS MFR IN LIEU OF STRUCTURAL PANELS OR RIGID CEILING USE PURLINS TO BRACE TC @ 24' OC, 8c @ 72' OC. DEFLECTION MEE-S L1240 LIVE A(JD L/180 TOTAL LOAD. z 10 PSF 8C L(VE LOAD PER UBC. Uj X2.0-0-- r8-2- 8-0-1 l< 7-11- R-860 W-3. 5' 7 -y -F -11-3 2 1- '19_ t _n W2X6(Al) =- 7 , :41- f - 6-0-1 3 -10- L -2-0-0-J 0-0-0 Over 2 Supports .R=860 TJ=3.5-' PLT TYP- Piave TPfF Design Criteria: TP1 STEL 119C La0gNiowLURITbeF RNIUS•• TRUSSES AFOUIRE aTR1itE CARE FY FA6RfCAF:O'l, HANOLIA6, SAIAPI.Y6, IUSTALAIN6 AND 69L*feaAArlLugChiCoCAMeTIA'6. fl'cf[A TO NID•9l fHAXOlIN6 [AStALI[SO IAO SRACL161- Yl'RIISHCO 9Y TPr ,Tauss Pixie ORM", THESE PURCY,T, IXICTI�19 F1102 TO O-ONDF]ONS�ORLESS7)TH[RX[S f IX01CAfE0, TOP1CNOROfSHALE FiAY4 ROPERLY ATTACHED CTURAL PANELS, 11TFOR CHORD iHAli RAFE A FHOFfRLY ATTACHEO RIGID CEREIG- PORTAat•• FURH [SX A COPY Of THI-s DE3IGIT TO THE IHSTALLATIDX T,aRTRACTON A-fJNE EH6i.1f!SLO UC7S, 1RUI SCS4C. SHALL SOT df RESPORSfDL1 f0.t AAY OEFIAriaA FROM THIS DEsIOAAAF FAILOHITOALPIME ,T;IC OrrMt TTRU33E;. CDTHLS CE SFGrAAAWCE 1.OHFUAm> OIIH1. FABPPLICASLE PROvIl1?YS 1.1116. SUIPNOSRFRArSIA(OVAL I OESIGI fFrCA?IOP PUOLISA'-O 3Y THE APfR:CAX FOREST dH0 PAP Fd ASSOCIArTOIt AIO 1T1. ALP[.IfFCTORT ALC WADE aF ID6A AnA6SJcttAL1. STEEL•FICEPT Al HOT FD. ATFLY CaECTOIS TO FAC[ Of LTOSS, AAO ONLESS OTHIRIFFSF LOCATED OX TH 13 0ESIGH, PaSIFEaA C0,11 FLT013 PET irce En IA65 161; 4•I. TAE SEAL ON fH[S CRAYIxG iSOICATE3 ACCFI IAXCE aT PROFEiS;J1AL CXQ glltaeredITtt.O:ISIBFLFT'1 SOLELY FOR THE TIUSS COHiORFNT OES16R SNONM.TNF SUITADIIITY ASD USf F:175 S=jii0Cp10, CA 99618 OIIF,IF FOR AAI PALTJ CUVA 3Uil arN6 FS -BF IESPO.I ST 9TL I TY OF FFE SOIL AD G DESIq IER. PER I TPI :-1991 SEr..1U 2. W Fed 22 2002 CA/ -/1/-/-/-/f TC LL 20.0 PSF TC OL 10.0 PSF 8C OL 7.0 PSF BC LL 0.0 PSF TOr.LD. 37.0 PSF DUR,FAC, 1.25 S?ACING 24.0' LUJ z M +8-0-0 Scale =.3125"/Ft. REF 8427--53484 DATE 02/22/92 O RW CAUSR427 02053069 CA -ENG MEM/GNH SEON - 71168 FROM K3 NOTES. • FLOORS B D TW T ONE 12" 12" 6" 6" 1. FOOTINGS TO BE EXCA VA TED INTO TWO 15" 18" 8" 7" • UNDISTURBED SOIL TO DEPTH D FLOORS REFERS TO NUMBER OF . ANCHOR BOLTS SHALL BE PER UBC FLOORS PER UBC TABLE 29—A, SEC. 2907 (f) FOOTNOTE J. J. STEM HEIGHT OVER 32" REOUIRES REINFORCING (SEE STD 12.3) 4. SEE UBC SEC 2404 (f) 2 FOR CONCRETE BLOCK STEM WALL REDWOOD OR JOIST P. T. SILL *��� A " 6MIN GIRDER 18" MIN 32" MAX �. Tw (NOTE 3) 12" MIN 0 B RAISED FLOOR FOOTING REDWOOD OR P. T. SILL -- 6` M/N; �\ ,� 777CCPT1 � D 11V 3 vy 3 1/2" SLAB BUTTE COUNTY B 3UILDING ®EPARTMEN SLAB ON GRADE FOOTING AppR0vFIN' w 02-0(,Pw TYPICAL RESIDENTIAL FOUNDATION DETAILS REVv�� SCAM J/4:t=o• DA TE- 41 BUTTE COUNTY BUILDING DEPARTMENT DWG. STDFTGI STD 12.1 May 1995 9.12 BUITE COUNTY UILDING DEPARTMEN7 PPiROVF Do - oZ- HO f 1 i 1 j P/ \ �I ! 1 1/ I i i i � ,r F lt• BUITE COUNTY UILDING DEPARTMEN7 PPiROVF Do - oZ- HO -BUTTE : OONTY WING DEPARTME 1 A ppk)ovFn 0�j D2- 6 Li -O roll - �� Sz 3 N Ms I -BUTTE COUNTY U I LDI NG ®EPARTME 4PPRQVF oLZ b2 - �y� 0 w� N Ms I -BUTTE COUNTY U I LDI NG ®EPARTME 4PPRQVF oLZ b2 - �y� .RN BUTTE COUNTY 3UILDING ®EPARTMEN Do. o2 - 4PL v D RM 036-130-047 01-2689 PERDUE, GARY 381 MOUNT IDA, OROVILLE. CONT: CURTS CONST REPAIRS TO DECK 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 L,tfwo ASSESSOR PARCEL NUMBER 036-130-047 ZONING BUI LDI NG P ERM IT OWNER GARY FUME TELEPHONE 533-4012 SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 381 MI., IDA OWVIILI; CA 95966 %Jw open , .tau CONTRACTOR'S NAME ORT's CONK. TELEPHONE i34-8362 CONTRACTORS MAILING ADDRESS 3367 L1DRINGSIDE DR. MMLU. CA 95966 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 595M.Ou ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 81.141, ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 381 t MT1 IDA OROVIIIX CA 95966 Energy Plan Checking Fee $ $ PERMIT FEE $ 1U1 • LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Qf xy, Qin DEa OLD TO Nw SA& SO Fi REPLACE MSIING Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W Q20.00 PERMIT FEE t ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA 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. y License Class Lic. No. -7 �� �G OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO 46.00so WEE200A CCU000A NEW CONST. DWELLING OCCUP. SO OR ADONS. ( & ACC. BUDS. 3.5Q�. NON -REBID. ew uum ' MULTI -OUTLET CUT @7.50 POWER APPARATUS a SINGLE ourLET CIR. Ex. Occup. OUTLET OR FKTUREs '0®'•00 BAL @ .50 Ex. Occu . ounErs AaIDOEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) bt I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X 1' !1 J %•t. Date �� �. TGA Signature of Applicant - ❑ Owner Q 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 FEI: $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ DO NST. TYPE TOTAL FEE $ 101.00 HAZ. 1 D. FEES IMP I FLOOD I CDF PARCEL I PD I 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. J By ;.-/y10K%� 1/ .w -/J Date 10-22-20U1 PERMIT EXPIRES ON 10-22-2002 I emhp) ReceiptNo. )JOIV`J 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) 538-75416aj� No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-130-047 ZONING BUILDING PERMIT OWNER GARY PERDUE TELEPHONE 533-4012 SO. FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 381 MT., IDA OROVILLE CA 95966 open 5,500.00 CONTRACTOR'S NAMETELEPHONE CURT's CONST. 34-8362 CONTRACTORS MAILING ADDRESS 3367 MORINGSIDE CONSTRUCTION LENDER LFireplace LENDER'S MAILING ADDRESS Total Valuation $ b, ARCHITECT OR ENGINEER LICENSE NO. ' Filing Fee $ 20.00 Permit Fee $ 81.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 381 MOUNT IDA OROVILLE CA 95966 Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: CHANGE OUT DECK OLD TO NEW SAME SQ FT REPLACE EXISTING Gas piping stem 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 Main Service p.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code,IJORREs'io and my license is in full force and effect. License Class Lic. No. �, /(Ol�i OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: 0 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 tow To 1000A 46.00 NEW CONST. DWELLNG OCCUP. OR ADDNS. ( y Ate. sloe. SO 3.50FT. ' MULTI.OUTLET @7.50 PowER APPARATUS a 5 LE ourLET CIR. Ex. Occup. OUTLET OR FIXTURES Bq O 1 0 Ex. Occu . ou�nETS (RDAPP� JE. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit Is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwit comply h th a provisions. X Date / Si nature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" 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 FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 101.00 HAz o FEES IMP FLOOD CDF PARCEL I pD HD ISSUE This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated ove for w ' ees have been paid. B Date 10-22-200 PERMIT EXPIRES ON 10-22-2002 I Ne Receipt No. 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 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT 01-3090 ASSEty61 F�t tmq ZONINGar-5 BUILDING PERMIT OWN tARY PERDUE TE.733E4012 SO. FT. OCC. BUILDING VALUATION 180 13 00 OVVN��rjfflfffA, OROVILLE 95966 -430, cO'M?§NAnNSTRUCTION TELT34 E 8362 CONT! ffg ft6tk? 1 tIDE DR, OROVILLE 95966 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation vn an ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 9z.. ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $91-00 BUILDI,�JA�DitEST OR IDA, OROVILLE Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 6 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Ift Describe Work: INSTALL AWNING OVER EX DECK r FLOOD = X, 1025 D Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I G1 WT—' 920.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLESS 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 i[ full force and effect. J�0 /Z IJ 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: ❑ 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. I am exempt under Sec. Business and Professions Code for this reason Main Service To 46. 00 WEE200A CCU000A NEW CONST. DWELLING Occup. ( & ACC.BUDS so 3.52sFr°: r°,R coNsr. UTLET NO IPIESID. 97.50 POWER APPARATUS a SINGLE ourLET CIR. Ex. OccuOUTLET OR FD(TURES 20 @ I'50 gq0 @ ,00 Ex. Occup. pUTELE7g qap°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑. 1 have and will maintain a certificate- of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) © I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. '7 X � Date �� 0 Z51� >� L� Signature of Applicant - ❑ Owner q Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ 97. 00 - FEES IMP - X I FLOOD - CDF - I PARCEL X I PO X HD - ISSUE This permit is hereby issued under the applicable provisions of the utte Countybode and/or Resolutions to do work indi to b for hich fees have been paid. By Da 1,4109 D/ PERMIT EXPIRES ON t Dete Receipt No. 337343/$97.00 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ti 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 (Rev. 1219@) APPLICATION AND PERMIT 61.3 0 P�RIVIIT NO. ASSESSOR PARC& NUMISM ZON1N0 OWNER n ` 30 ©Sf Jqd� - BUILDINGPERMIT Ar 1—� r�iONE SO. FT. OCC. U. '� �3 —y0 BUILDING VALUATION OWNER'S MAJUN0 AD 90 •� 3 M+ Z� Pd L) IF` 9 9 (1 ( v TNE CONTRACTOR'S WAl1NO ADDIE91 IF CANS TRUCTION LENDER LENDERS NMUNO ADOREOS MICNRECT OR ENOINEEA ARCHITECT OR ENG&MI LML1NO ADDRESS 0U.. ADDRESS 1 .OT NO I SUBMISION7 NAME USEOFSTRUCTURE SF &' puPiex O Mobilehome O Other 1/i%le TYPE OF WORK New W- Addition ❑ Remodel O Utilities ❑ Instigation O Other O Y Describe Work: / let//iv% t7�ar/ f d IPC f V *PERMIT FEE PA10 SRA .. SHERIFF OTHER AMOVNT RECEIVED .$- 9. q .. 0 -0 *RECEIPT W414 ER 3-3 n 3 * TO 0E PVT MgTp COwiuTER Fireplace 000V OR LESS Total Valuation E z00A OR LESS 23.00 -Fifing Fee E 20.00 Permit Fee own, oxuP. Plan Checking Fee E r� Energy Plan Checking Fee E b PERMIT FEE t �y PLUMBING PERMIT Fling Fee 20.00 Each Tra 7.00 Solar or heat Pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 Gas p1pin stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home SIG W 920.00 PERMIT FEE I f ELECTRICAL PERMIT FIIna Fee 20.00 Main Service 000V OR LESS z00A OR LESS 23.00 Service §,�; ww To 10 48.00 Nr. ( own, oxuP. A ,�. EIDs. 3.5¢F°. N°taRESro. ( MULTFOUTLET ' IRAINICHCFIclag % 97.50 Ex. Occup. WMEr OR :DfTURF9 x 0 1.00 SAL .50 Ex.EA 5.00 2SEl fD�O 1/e' OR oLrrLETs Eslo. Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE I f MECHANICAL PERMIT Fling Fee f 20.00 8.50 PERMIT FEt I S Mobile Home Installation Fee i Energy Inspection Fee = occ coNST. rrPF TO AL FEE $ r . 0. FEES I ItFf I F,DOO COf P MO I 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. By Date PERMIT EXPIRES ON _y^.i 1. �...�`'� . ;� .r'`..�.I >, �w .. � •�� ,. .:i�L.�'$`�iil�.• +r ,r-'_. yjl,',,, -Y .. i ` ^(r�,.,••�..t ��' .-�� `� � `•'.r, v~ ,A.,.�. •.l. �•r�Y:-r r tier•- �--a; �� *�'si"6�`r��`•..�.-'� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER,.DRIVE,-, OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 t PERMIT APPLICATION DATA SHEET OWNER: �a' �� Pee t' v -'e- ASSESSOR PARCEL�BER: 36, - /_3 - d Proposed Building Use: Building Inspector:41 Date: ✓2A-�h2 I r 7 At time of permit application, I was advi ed the following data must be submitte&prior to permit processing and/or issuance,: ` s Date Received By/ ❑ 1. All items have been submitted............................................................................................................. ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans. .............................}............................................ Complete plans, 3/4 sets, signed by th'e preparer of plans...5....{-./............................................ ❑ 4. Engineered plans and calculations, 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................................................................ ❑ 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 .............. ❑ 10. Fees of $.....".................................................................................... r` ❑ 11. Impact Fees as shown on the attached schedule.................................................................................. ❑ 12. California Department of Forestry Plan Approval/Fees...................................................................... ❑ 13. Flood Elevation Certificate.................................................................................................................. ❑ 14. Sanitation and Plot Plan Approval Environmental 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: D �-/ (B) Parking: ........... ❑ 18. Contact Land Development about ❑Improvements, F-1 Drainag 'gal Parcel ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... ❑ 20. Pre -Inspection for required. Request to Building In ❑ 21. Contractor's License Information (Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number............................................................................. ❑ 23. Owner -Builder Verification (❑ Given to Owner, ❑ Mailed to Owner) ............................................. ❑ 24. Letter of Signature Authorization........................................................................................................ ❑ 25. Recorded Copy of Agricultural Acknowledgment Statement.............................................................. ❑ 26.: Letter of Intent on Building Use/Detached Accessory Building Form ................................................ ❑ 27. Manufactured Home Utility Clearance................................................................................................ ❑ 28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, ❑ Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D. $ ..................... ❑ 30. Other When you issue the permit, process as follows: ❑ Mail to Owner, ❑ Mail to Contractor. ❑ Telephone 5 3 9342- and hold for pickup at 19roy office. ❑ Deli v r with Inspector. (Date) Applican,V,_� 7-4� Date: -7'G/ • µ Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution Date: By: Copy of Plans sent ❑ Health Department, ❑ Fire Department, ❑ Other 1. Index permit Application for the above items numbered: 2. Additional items required Date: By: ❑ Plan Check List 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, ❑ Buding Division cou ter, By: Date: Plans reviewed by: Date: Plans reviewed by: Ul T- Date: b Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Dale: Yellow Copy - Department of Development Services - Building Division �.,,tau+n,. !':�R�"Ve';�}•�.'Y1R'%»�` � v s roc. .. it 036-13-0-047 00=0473 B ; PERDUE," Gary 381 Mount Ida, Oroville (partial reroof/Christiansen Rfg)_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D VISION 7 County Center Drive • Orov.ille, California 95965 • Telephone (530) 53 4 ; ERYIT NO. (Rev. 12/96) APPLICATION AND PERMIT 5_nt?;� ASSESSOR PARCEL NUMBER 036-41-0-047 ZONING B &DING PERMIT OWNER gARY PERME TELEPHONE 5 n SO. FT. OCG. BUILDING VALUATION q 06 1680 OWNERS MAKING ADDRESS 3191 MT IPA OROVTLLF CONrRACTOR'S NAME '"zRTSTIANSEN ROOFING CO TE NE 1 552-93313 CONTRACTORS MAIUNG ADDRESS i 1966 12711 ST. OROVILLP. 95,965 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 119,00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDINGADDRESS 38 n OT :TPA.OROV t r Energy Plan Checking Fee $ $ PERMIT FEE $ Sq (Y) LOT NO. SUBDIVISIONS NAME PARCELiMAP i PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF b Duplex ❑ Mobilehome O Other 1 SPECIFY Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation O Other ❑ X Describe Work: PARTIAL RF.ROOF OVERLAY COMP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service .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. /] .� / _ f+/y ^ � License Class C Lic. No. EC A4 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Cif 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 e.. A Z -r, %. W Policy Number f•>•, f - 1!96 (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 �, " � ��' .n Date 3//O�GlQ Signature of Applicant - O Owner al-er,ntractor ❑Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service WELL TO 46.00 NEW CONST. DWELLINGOCCUP. LI OR ADDNS. ( 8 ACC. BLDS: SO NNioN REOS10. MULTI -OUTLET 97,50 POWER APPARATUS a sINGLE OUTLET CIR. OUTLET OR FIXTURES Ex. Occup. BAL @ I.50 Ex. Occup. DUTY amain° 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 59.00 HAZ. D. FEES IMP FLooD CDF PARCEL PD HD I UE This permit is hereby issued under of the Butte County Code and/or indicated above for w ' h fees have ;' By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. � / Date U Date Receipt No. 7FZ7 1L1 �7- WHITE-D.D.S.-B.D. CANARY ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING ISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 53 4 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT -n44"?, ASSESSOR PARCEL NUMBER 036-13-0-047 ZONING B ILDINGPERMIT OWNER GARY PERDUE TELEPHONE —533-4012 SO. FT. OCC. BUILDING VALUATION 28 @600 .OWNER'S MAILI�NG ADDRESS I{DA OROVILLE R CO ACTOR'S NAME CHRISTIANSEN ROOFING CO532-9338 TELEPHONE CONTRACTORS MAILING ADDRESS 1966 12TH ST. OROVILLE 95965 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 39.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checkin Fee $ BUILDING ADDRESS 381 MOUNT TDA, OROVIT.I.E.$ Energy Plan Checking Fee $ PERMIT FEE $ sq no LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF 10 Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑X Describe Work: PARTIAL REROOF OVERLAY COMP Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 UEs Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. �p.S�/y�� OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1411 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 S-" [o,„4 _L.�_Fi,„ 9 Policy Number _AS kr— 96 (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�( i�'j Date ���®��9� Signature of Applicant - ❑ Owner contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. TO Main Service TO 46.00 NEW CONST. DWELL EE OCCUCUP.SO OR ADONS. a ACC. BUDS. 3.5QFr; NON- :SID ' MULTI.OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES 842L@''50 L Q .SO Ex. Occup. pFIx�E�oTSAPRESIooEEA.5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE E. 59.00 MAZ. p, FEES IMP FLOOD COF PARCEL Po Ho ISSUE X This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for w ' h fees have been paid. �� / U B Date PERMIT EXPIRES ON Date - Receipt No. 7 277 775.3r- WHITE-D.D.S.-B.D. CANARY -'ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT .�y'V'ti '' � .i.�', xr'�r-i•.1.,;,.,wv'-t,,.��1:1�`*'.,;,- •,.r.'L�,.-ti.ti.:� �1..-..-.i rte. t. ^-+�r4�.♦ . E 3-47�UE 1125-91B GaryMt Ida, Rd: Oroville Don Georgeoof/sf ) . ♦` . - y �,"�,• COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION.AN, D PERMIT PERMIT NO. ASSES OR PARCEL -NUM E ZONJfIG _ BUILDING PERMIT OWN' R L TELEPHONE SO. FT. OCC. BUILDING VALUATION Oft s6.1 elqa OWNE'R'S FLING ADDRESS CONTRACTOR' ME TELEPHONE CONACTOR'S MAILING ADDRES V0 R0 72 07 610I / Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS I I 19,41 Permit fee $ PLUMBING PERMIT FIIingFee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF ( Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S G W 10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities [:1Installation❑ :Other i Describe work: _ Aou { Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 800V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code a d my license is in full force and effect. License No. � ' fo Classification ' �� EJ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ` ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason 1 NE•W CONST. DWELLING oCCUP.& oR ADONS. ( ACC. BLDGS. , 2/2Qsgft NEW CONSTR ULT' -OUTLET NON -R ESID BRANCH CIRC ITS 2,50 ea (POWER APPARATUS &) \SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 ®50S .ALO 30 Ex. Occup. our ETS (RESID )REA.) 1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. byirin 9 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County'Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnif ;and keep harmless the County of Butte against all Iiabiliti s, judgments, c sts, and expenses which may in any way accrue against d Count i con a uence of the granting of this permit. X C Date Signature of Applicant Owner n Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct-DI ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE AL TOTAL FEE $ �i!'�(;7 HAZ CUA PARK ELD PAR tPo HD ssuE Th's permit is hereby issued under sions or the Butte County Code and/or work indicated above for which fees REC O ©) PUBL C / By v - .141 � ��/�J ./Date PERMIT EXPIRES Date the applicable provi- resolutions to do Ahave been paid. WORKS �/ / 9�i r - r Receipt No. t WHITE -D. P. W., rELLO W-ASSESSO PINK -INSPECTOR. GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATIQN AND PERMIT PERMIT NO. % G o--s- ASSE OR PARCEL N UM E ~ ZONJ,(J BUILDING PERMIT OWN R TELEPHONE SO. FT. OCC.1 BUIL ING VALUATION OWN R'SLING ADDRESS(( � i. CONTRACTOR' ME /)/ a . � TELEPHONE - - CO ACTOR'S MAILING ADDRES O0 X (/w ul Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ LENDER'S MAILING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS I iyl Permit fee $ cls~ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTURE SF DuplexMobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home S I G I W 10.00e ' TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other 2f Describe work: _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 0V OR L Main service 100 AMP ORSLESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑I am licensed under p provisions of Chapt. 9, Div. 3 of the Business and Profess ions Code a d my license Is in full force and effect. :� License No. Classification 6-35 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ontract- ors.(Sec. 7044) ors. ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUR.& A NEW 2/zQsgft CONSTR. ULTB OUTLET NON•RESID BRANCH CIRC ITs 2.50 ea (POWER APPARATUS & (SINGLE OUTLET CIR. ( Ex. Occu120@50C Ex. p\OUTLETS OR FIXTURES sAL930 FIXED APPLNS. EX. Occup. OUTLETS (RESID )REAJ 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): The permit is for $100.00 (valuation) or less. I'have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling 9 Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnif and keep harmless the County of Butte against s, and expenses which may in any way accrue all liabilit' s, judgmMcone against Coun ience of the granting of this permit. X Date Signature of Applicon Owner Contractor ❑ Agent ❑ An OSHApermit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST TYPE _ TOTAL FEE $ lj �Q('� ALL E HAZ CUA PARK PAR PD HD Issu This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which fees DIRE PUB C BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. r RKS r Date Receipt No.g!z WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT m I RESIDENTIAL 4- 36-13-47 276-90B,P,E PERDUE, Gary CONTR: Holiday Pools 381 Mt. Ida Rd, Oroville (POOL) JOB FINALED (0 It Signature - k A- J=OK O = Not OK NotNo Ready MOBILE MOBILE HOMES T MISCELLANEOUS Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date . Card B-1 '--Pate Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp: Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Coonectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mash 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOkS` (Plans) OK except #'s . S tbacks-Easements <2--, Compaction -Structure Stability ti3. Pool Structure; Steel -Connections -Thickness 61-Elec. Receptacles and Lighting, Distances-GFI jie Elec.; Pool Lighting; 15 volts-GFI P!Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5'-Circulatinq Equip. -Heater of Co �e '8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit -JrfieetfiUepartment Approval WPlumb.; Cir. Test -Water Supply Test i Date (.� .J Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 C ✓=OK O = Not OK - = Not Applicable RESIDENTIAL `(Single & Duplex) ' = Not Ready Date UNDERFLOOR (Plans) OK except N's Date FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 6. Stemwalls, Garage; Steel -Blockouts-Wrapped 50. Garage Fire Protection Framing 6a. Hold Downs and Special Anchors 51. Property Line Firewall & Openings 7. Slab; Steel -Wrapped 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 8. Piers -Fireplace Ftg.-Steel 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 10. Gas Pipe; Size -Anchors 55. Siding -Nailing Veneer 11. Water Pipe; Test -Anchor -Regulator -Service Test 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 12. Electric; Underground _ 57. Glazing Area -Glass Protection -Skylights -Plastic. 13. Pienums & Ducts; Clearance -Material -Support -Ins. 58. Shear Walls; Nailing -Bolts 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 59. Insulation -Walls -Ceilings 15. Insulation 60. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except N's Date Card B-1 Date Card B-1 16. Water Htr.; Vent -Access -Combustion Air -Baffle Date FINAL (Plans) OK except N's 17. Water Pipe; Test & Anchor -Nail Protection 61. Ext. Steps -Door & Sidelight Protection -Landings 18. D.W.V.; Test -Fittings & Anchor -Nail Protection 62. Smoke Detector 19. Shower Pan; Test, First Floor -Tub Access 63. Furnace; Vents -Clearance -Comb. Air -Connector - 20. Test Tub & Shower, Second Floor -Tub Access In Garage; Above Floor-Ducts-Mech. Protection 21. Gas Pipe; Size & Anchors 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -spa Date Card B71 Date Card B-1 66. Elec. Trim & Subpanel; Breaker Sizes & Labels Date Card B-1 Date Card B-1 67. Stairs & Rails Date ELECTRICAL (Permit) OK except k's 68. Fireplace or Stove; Clearances -Hearth 22. Fixture & Transformer Clearance -Ins. Protection 69. Elec. Outlets at Wood Panel; Int. & Ext. 23. Elec. Receptacles Spacing -Lights & Switches at Doors 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 24. Size Boxes & No. of Conductors -Stapled 71. Elec. Outlets & Receptacles at Kit. Counter 25. Romex Installed Close to Edge of Studs & C.J. 72. Garage Fire Door; Swing -Landing -Closer 26. Equip. Ground made up w/Mech. Fastners-Bond Gas & Water 73. A.C. Duct in Garage -Damper 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. In Garage; Above Floor-Mech. Protection Cu or Al 75. Plb., Elec. & Mech. Equip. Listed for Location 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection Insulated Neutral ❑ Yes ❑ No 77. Insulation -Foam -Looked in Attic ❑ Yes 30. Service -Riser Conductors & Ground -Main Disconnect 78. Guard Rails & Deck Construction -Post Caps 31. Equip. Clearances Panels-Motors-Mech. Equip. 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth 32. Clothes Closet Light -Shower Light -Spa Light Clearance Looked under Floor ❑ Yes 33. Smoke Detector 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No Date Card B-1 Date Card B-1 81. Stucco; Brown -Finish Date Card B-1 Date Card B-1 82. A.C. Unit; Disconnect, Electrical, Plumbing Date MECHANICAL (Permit) OK except N's 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 34. A.C. Ducts Insulation & Support 84. Water Well; Disconnect, Electrical, Plumbing 35. Vent Fan; Exhaust above insulation 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 36. Condensate Drain & Overflow; Size & Grade 86. Ventilation Throughout House 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 87_ Glass Protection 38. Attic Access & Platform if Furnance in Attic 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval Date Card B-1 Date Card B-1 91. Energy Compliance Certificate -Other Certificates Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except H's Date Card B-1 Date Card B-1 39. Sils, Proper Material & Anchors Date Card 8-1 Date Card B-1 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound _ Date Card B-1 Date Card B-1 41. Bearing Walls over Girders & Floor Nailing Comments at Final: 42. Draft Stop in Walls (rat proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44, Headers & Beam -Size & Bearing (NOTE: An entry must be made each time you visit job site) .✓ COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Orov;iller California 95965 - Telephone: 916/538-7541 APPLICA&N AND PERMITCoor PERMIT NO.// ASSESSOR PARCNI�Me. 6 ,4R ZONINy BUILDING PERMIT OWNER Gj�. —625 rE EpH SO. FT. OCC. BUILDING VALUATION rOC' _26 011e OWNFt,S AJLIN ADDRESS CONTRA OR'S NAME - TELEPHONE CONT C/T R'S MAILIN ADDRESS 4 -- 6 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 12.D ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ I Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 3 2n it fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 USE OF STRUCTUgE SF ❑ Duplex❑ Mobilehome❑ Other 04L SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 5.00 Mobile Home I S I G JW 110.00e TYPE OF WORK Newpo Addition❑ emodel❑ UtilitiesInstallation❑ Other❑ Describe work:© �%5�P-,Q__ M14576-7,16 Permit Fee $ i Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00v OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I®� / I am licensed under provisions of Chapt. 9, Div. 3 of the Business T and Profession Code and my license is in full to a and effect. License No. a� Classification 53 El 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUR.&` OR ADDNS. (ACC. BLDGS. I , qft 2/z¢sea NEW CONSTRES,., RANCH TLETCIRCUITS) NON -R ESID BRANCH CIRC ITS 2,50 ea (POWER APPARATUS &1 (ROWER OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES eAL@30 e AL030 FIXED APLNS Ex. OCC - OUTLETS (RESID )KEA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 0L2c lI, l Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling g Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, dgme ts, costs, and expenses which may in any way accrue against said t quence of the granting of this permit. 3d - X Date Az Signature of/p an— OW r ❑ Contractor ❑ Agent LP° An OSHA permit is required fo exca 'tions ovbr 5'0" deep d demolition or construct. ion of structures over 3 stories in het Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE i TOTAL FEE $ HA2 cuA PARK ISCHL FLD PAR PD HD Is This permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees IR .CTO OF PUBLIC BY PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date 2--Z-Z,—qv It. Receipt No. 7 ! WHITE•O.P.W., YELLOW -ASSESSOR, P x-INSPEC OR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS - BUILDING DIVISION `Oki -ax, 7 COUNTY CENTER DRIVE - OROVILLE, CALIOdANIA 95965 - TELEPHONE: 916/538-7541 PERMIT APPLICATION DATA SHEET `'' 0 - Permit No. OWNER,,�'--s4:1L A. P. No.— Proposed Building Use /�44L- "a+Building InspectorDate v; At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: 7 DATE RECEIVED APPROVED _Z_1. All items have been submitted . ................. 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ........................................ 12. Park fees paid .................................................... 13. School District fees paid .............. 14. Sanitation approval from S& 'M Health Department 15. City of Chico plumbing permit ..................................... 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement .. —VZ25. Letter of signature authorizy� ion 26. /oil Z i9 �a 27. When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone-2QZ--9-24- and hold for pickup at _office. Deliver w/inspector. Other \\ Applicant DateA) rfr Copy of plans sent Health Dept., Fire Dept., f " other / Date The following data must be submitted prior to permit issuance 1. Index permit for above items No. 2. Additional items required: (Circle new item not checked above). Contractor, designer, owner, was advised of above required data by_phone---nail_counter by—. date Contractor, designer, owner, was advised of above required data by—phone —mai l—counter by date Plans checked by Date Plans approved by Sets of plans •'r5 hold 'n File cabinet AP folder rs°U 6 1 Copy—DPW , Date COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County,Center Drive, Oroville — Phone: 538-7541' 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWN 76- A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Dateg — R'—�1 (1 Inspector �^ COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 r County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE OWNER A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector 0 / Date otb1 / QE VNER COUNTY OF BUTTEe DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico— Phone:, 8911-27,511 7 County Center Drive, OroviIle — Ph6e:,538-7541 747 Elliott Road, Paradise — Phone: 872-6307 CORRECTION NOTICE N T NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Date L/—v `' -� Inspector/ -,01 ` 6�— _ a �4 ! ar CN Date L/—v `' -� Inspector/ -,01 ` 6�— _ a • ,., .rte . ►, � y 777—�ZS • . _ PERMIT N0. 5503-80B PERMIT EXPIRES Paul Santoni OWNER CONTR. SartDni Const., Oroville 36-13-47 ASSESSOR PARCEL LOCATION 381 Mt. Ida Rd., Oroville Temp. Power Pole / v Called PG&E Temp. Elec. Service Called PG& Temp. Gas Service Called G&E JOB FIN LEI Signature V = OK 0 = Not OK - = Not Applicable MOBILEFiOMES * = Not Ready f MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements _ 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rig.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap:/ /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except k's 1. Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/O to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy _ 9. Health Department Approval 10. Plumb; Cir, Test -Water Supply Test Card B-1 Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date = OK = Not OK = Not Applicable - RESIDENTIAL ` (Sin .jle and Duplex) = Not Ready Date UNDERFLOOR Plans OK except #'s Date FRAMING (Continued) 6k"4. Zoning requirements -Setbacks -Easements 48. Property Line Firewall & Openings 2. Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One 3' -Check Garage -3rd story, 2 exits 3. F ., Garage; Soils -Steel- / /" Ftg. Dep 50. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection tg., Porches & Decks; Soils -Steel- // 51. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 5. Stemwalls, Main; Steel-Blockouts-Wrapped-Slab 52. Siding -Nailing -Veneer 6. Stemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access 7. Piers -Fireplace Ftg.-Steel 54. Glazing Area -Glass Protection -Skylights -Plastic 8. D.W.V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nailing -Bolts 9. Gas Pipe; Size -Anchors 10. Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground 12. PIe s & Ducts; Clearance -Material -Support -Ins. 1 irders-Sills-Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date !/ Card -BI Date Date FINAL (Plans) OK except N's 56. Ext. Steps -Door & Sidelight Protection -Landings Card -BI Date Date Card -BI Date PLUMBING (Permit) OK except q's 57. Smoke Detector 14. Water Ht.; Vent -Access -Combustion Air 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors -Nail Protection 16. D.W.V.; Test-Fttngs & Anchors -Nail Protection 59. Bedroom Exiting 17. Shower Pan; Test, First Floor -Tub Access 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Shower, 2nd Floor -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchors 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except N's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Protection 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights &Switches at Doors 70. Plb., Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors -Stapled 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to Edge of Studs & C.J. 24. Equip. Ground made up w/Mech. Fasteners -Bond Gas &.Water 72• Ins�on-Foam-Looked in Attic ❑Yes pard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuits in Kitchen &Conductor Size 74. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 26. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al, Insulated Neutral ❑Yes El No 75, Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes 0 N 28. Service -Riser Conductors & Ground -Main Disconnect 76. Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77, A.C. Unit; Disconnect-Clrnces-Brkr. & Cond. Size -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. 79. Water Well; Disconnect, Electrical, Plumbing 80. Exterior Elec. Trim; G.F.I. Receptacle -Underground Card B -I Date Card -BI Date 81. Ventilation throughout House Card B -I Date Card -BI Date 82. Glass Protection Date MECHANICAL (Permit) OK except p's 83. 84. 85. Corrections from Previous Inspections Gas Test -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 31. A.C. Ducts; Insulation & Support 32. 33. 34. Vent Fan; Exhaust above Insulation Condensate Drain & Overflow; Size & Grade Furnace -Vent; Access -Comb. Air -Return Air Vent -115V outlet 86. Energy Compliance Certificate -Other Certificates 35. Attic Access & Platform if Furnace in Attic Card -BI Dat Card -BI Date - Card -BI Date Card -BI Date Card -BI Da " Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Comments at Final: Date FRAMING(Plans) OK except q's 36. Sills; Proper Material & Anchors 37. Walls; Studs -Nailing, Spacing & Bracing -Plates -Sound _ 38. Bearing Walls over Girders & Floor Nailing 39. Draft Stop in Walls (rat proof) _40. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 41. Header & Beam -Size & Bearing _ 42. 43. 44. Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Ring. _ Fireplace Ties or Type A Flue -Fireplace Throat 45. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 46. Win Bdm. rdows or Exiting Doors -Sill Hgt. & Dimensions 47_ Garage Fire Protection Framing (NOTE:Anentrymust be made each time youvisit jobsite) COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKSPERMIT N0. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 �< D i� Y0 APPLICATION AND PERMIT V �/ Cl ASSES O ARC L NUMBER - — / N f a ZO IN BUILDING P OW PadOWNER'S TELEPH NE SO. FT. OCC. BUILDING VALUATION MAILING D R S CO TRA TOR'S NA TELEPHONE CON A R'S MAILING ADDR 55 CONS UC N LEND�� UNKNOWN Fireplace Total Valuation $ L DER -AILING ADDRESS t�— Permit Fee $ 'Q A CH TECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 1 G Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILJNG ADDRESS 3 PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 Water piping LOT NO.SUBDIVISION NAME PARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition 52," Remodel ❑ Uti lities ❑ InstallationEl Other ❑ Describe work:_D P�+.t �� _ — Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 3.00 Main service 100 AMP ORV OR LESS5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.&\ OR ADDNS. ACC. BLDGS. / 22 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): Q I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full f ce and effect. C' � License No. ��� �� J Classification1OUTLETS ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR. MULTI -OUTLET 2.50 ea NON-RESID BRANCH CIRC ITS R AT NON-RESID SINGLE OUTLETCIS Ex. Occup( 30 @ 25C P�ou OUTLETS OR FIXTURES BAL@10S APPLNS Ex. Occup.//FIXED TS (RES. OR (RESID.) EA. 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 3.00 Heating Cooling Hood 2.00 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Signature of Applicant — r Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE 0 P. GROUP I TYPE OF ONST. V -X PAR Cy� V PD No 550 This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIREC7 PUBLIC r By P T EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 11-1-10- , Receipt No. WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT PERMIT NO. 4777 &6�',64455�-8OB,P.E,M PERMIT EXPIRES_ • OWNER Paul Dolores Santoni Santoni Const., Oroville 1 ' CONTR. 36-13-47 I ASSESSOR PARCEL LOCATION_ 381 Mt. Ida Rd., Oroville t �t l 1' r it 4 a r 0 Temp. Power Pole Called PG&E 6ATemp. Elec. Service D Called PG&E 7 Temp. Gas Serve t Called P E JOB FIN ED (Date) Signature i =�t J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (,SinglQ and Duplex) * = Not Ready ' Date UNDE LOOK Plans OK except #'s Date FRNG (Continued) oning requirements -Setbacks -Ea ements property Line Firewall & Openings Or Ftg., Main; ils-S - le rnd.- // /" Ftg. Depth or Ext. Doors -One 3' -Check Garage -3rd story, 2 exits Ftg., G ge; s -S el- // /" Ftg. Depth -GQ„ airs; Width -Headroom -Rise -Run -Landing -Fire Protection ..i,-Ftg., Porches & Decks; Soils -Ste / /" Ftg. Depth &e5lywood on Roof Overhang -Attic Vents -Rafter Outriggers t mwalls Majst; S -Bloc s- -Smv 5 . Siding -Nailing -Veneer _ tem s, Ga ge; St ' -Blo uts-WfeppeC-ifeb wJS - . Vents-Underflr. Access Piers -F' place Ftg.-St I v F�ji be Glazing Area -Glass Protection -Skylights -Plastic 8. D.&V: F -Fitti Tes2 way C/ -Sewer Test -66--Shear Walls; Nailing -Bolts 9. qLas Pipe; Size -Anchors Water Pipe; Test -Anchors -Regulator -Service Test G d S d 11. Electric; Underground Z P.[,eAums & Ducts; Clearance -Material -Support -Ins. irders-Sills-Anchor Bolts -Joists -Vents -Cripples Card-BIVW Date / 1,P 0 Card -BI Date Card -BI Date I Card -BI Date Card -BI Date Card -BI Date Card -BI Date Q Card -BI Date Date FINAL (Plans) OK except q's Card-BIDate Card -BI Date Date PLU ING (Permit) OK except q's5;-,Smoke xt. Steps -Door & Sidelight Protection -Landings Detector Vj(ater Ht.; Vent -Access -Combustion Air ef;"Furnace; Vents -Clearance -Comb. In Gar e; Above Floor- ucts-Mech. Protection Ael-Viater Pipe; Test & Anchors -Nail Protection V.; Test-Fttngs & Anchors -Nail Protection 5 room Shower Pan; Test, First Floor -Tub Access F.I. & at fixture &Tub Access Ae!fest Tub & Shower, 2nd Floor -Tub Access WK Elac. Trim & u panel; Breaker Sizes -Labels Gas Pipe; Size & Anchors St ' s & Rails 68-*`FjxapIac.e or Stove; Clearances -Hearth ec. Outlets at Wood Panel; Int. & Ext. Card -BI Sa Date / k a Card -BI Date K' . Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI yf2Date( Card -BI Date Elec. Outlets & Receptacles at Kit. Counter Date ELE CAL Permit OK except q's 616.- Garage Fire Door; Swing -Landing -Closer •6&- A .Duct in Garage -Damper Fi e & Transformer Clearance -Ins. Protection 6 tr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- arage; Above Floor-Mech. Protection Ele .Receptacles Spacing -Lights &Switches at Doors 54b., Elec. &Mech. Equip. Listed for Location ize Boxes & No. of Conductors -Stapled E . Receptacles in Garage; (G.F.I.)-Romex Protec. ex Installed Close to Edge of Studs & C.J. 7 In lation-Foam-Looked in Attic s gyp. Ground made up w/Mech. Fasteners -Bond Gas & Water Guard Rails & Deck Construction -Post Caps Appliance Circuits in Kitchen & nductor Size Fdn. Vents & Crawl Hole D r -Drainage & Wood -Earth Clearance Led under Floor es bfeed Wire Size / / ga. Cu or A.C. Wire Size % / ga. Cu or I - Range Circ. /yr / ga. Cu or AAI -/Oven Circ. / / ga. Cu or At, I sulated Neufral -'Yes ,4vo olnters in ]Ye Drive Yes o; Walks El Yes o; Planters []Yes o Service -Riser Conductors & Ground -Main Disconnect o7157 St co; Brown -Finish flip. Clearances; Panels-Motors-Mech. Equip. jon.C. Unit; Disconnect-Cirnces-Brkr. & Cond. Size -115V Outlet Ur Clothes Closet Light -Shower Light Vents Above Roof; Plbg.-Appliance-Firepl.-Clearance to Opngs. Card B I Date���� and -BI Date Card B-1 Date 0A Card -BI Date _ .FOr-W er Well; Disconnect, Electrical, Plumbing ft.'[ xterior Elec. Trim; G.F.I. Receptacle -Underground 91- V nts throughout House Protection GI s Protection Date MECHANICAL (Permit) OK except N's -_4+---A.C. Ducts; Insulation & Support — _ i? -"Vent Fan; Exhaust above Insulation ondensate_Drain & Overflow: Size & Grade _ Bllilie'tXrections from Previous Inspections G st-Meters Tagged; Gas-Electric er & Sewer Connected -C/0 to Grade -HD Approval Energy Compliance Certificate -Other Certificates Furnace -Vent Access -Comb. Air -Return Air Vent -115V outlet 36!/Attic Access & Platform if Furnace in Attic Card -BI Date Card -BI _ _Date Card -BI Date Card -BI Date Card -BI Date and -BI Date Card -BI KOK Date Card -BI Date Card -BI Dat Card -BI Date Date FRA G(Plans) . OK exceptH's Comments at Final: 3400'S',Ils; Proper Material & Anchors Its: Studs -Nailing, Spacing & Bracing -_Plates -Sound -- — Fraring Walls over Girders & Floor Nailing aft Stop in Walls (rat proof)_ e Stops; Furred Ceilings -Stairs -Chases -Tub -- _ ///�IHH-��ea,der & Beam -Size & Bearing ea/e' n ers-Post Caps -Anchors -Connectors Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthrip-Ring. replace Ties or Type A Flue -Fireplace Throat it c Access; Size & Romex Protection -Draft Stop -Ins. Baffles drm. Windows or Exiting Doors -Sill Hqt. & Dimensions rage Fire Protection Framing ji " (NOTE:Anentrymust be made each time youvisit jobsite) J- = OK 0 = Not OK - = Not Applicable = Not Ready MOBILEHOMES MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch ' 2. Footings; Size -Depth -Spacing -Connectors _ 3. Sewer; Location -Test -Fall -C/0 -Concrete 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts-Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location. -Test -Wrap: / /"L"ft./ /"Nat. or/ /"L"ft./ /"LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date' Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except k's 1, Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability - 3. Gas; MH Test -Demand -Valve -Connector 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Electricity; MH Test -Crossovers -Breakers -Clearances 4, Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flet Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures -Panel boards -Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B-1 Date Card -BI Date Card -BI Date Card -BI Date e a COUNTY OF BUTTE - DEPARTMF'NT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N ASS 9SOR PARCEL NUMBER0. 6— —47 r v 1 I WOL ' DOLVe-157VAV S� SA. TELEPHONE COUNTY OF BUTTE - DEPARTMF'NT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4541 APPLICATION AND PERMIT PERMIT N ASS 9SOR PARCEL NUMBER0. 6— —47 ZONIN %L /=/` jA/ BUILDING P / IT lQ WOL ' DOLVe-157VAV S� SA. TELEPHONE FT. OCC. BUILDING VALUATION o/OWNER'S 3 MAILING ADDRESS O� O -SO. �LEPH� CVa;JVtMEWAJ_ ()rVAl ' cot/ L O 5' 0 D CRACTOTDUAX/Zy�f C TR TION LE DER / M. ii / E-0 CA /�/ 1'� /7 UNKNOWN Fireplace -V® Total Valuation $ �j o LENDE�If�IvLA I_LING ST , V VIUG 64 9 C �(/-`�! Permit Fee $ O ARCHITECT OR ENGINEER LICENSE No. Plan Checking Fee ,$ Penalty $ ARCHITECT OR E G NEER'S MAILING ADDRESS Permit fee $ 3 ,St BUL60 G ADD E PLUMBING PERMIT Filing Fee 000 � ^ �e 3p�/' 01011 OO /"! Each Trap p/ 2.00 'LZ.oO Repair drainage or vent piping 2.00 //���,,, '10a /LAL Water piping 5-070 LOT NO. SUBDIVISION NAME _T ARCEL MAP Each qas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE �,/ SF CJ Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New Addition❑ Remodel❑ Utilities❑ Installation F_ Other F1 Describe work: Permit Fee $ -2 00 Contractor ELECTRICAL PERMIT Filing Fee j0.00 1 OR Main service 100DO AMP ORSLESS 5.00 ,(70 Main service EA. ADD'L 100 AMP 2.50 Z,S® NEW CONST. DWELING OR ADDNS. ( ACCLBLDG� 20 sq ft CONTRACTORS LICENSE LAW I de cl a under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions C de and license is in full force d effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NON-RESID RIf MULTI -OU BRANCH TLETITS) 2.50 ea NEW CONSTR POWER APPARATUS & NON-RESID. (SINGLE OUTLET CIR. EX. Occup(OUTLETS OR FIXTURES BAL@1 AL�10t FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring6.25 r�� —L - fit% Permit Fee $ 176 Contractor WORKMEN'S COMPENSATION INSURANCE I declarelunder penalty of perjury (check one): F-1/The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee /0.00 Heating 000 —4'j lIA4 to Cooling 4 % 7,50 Hood' .3,00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building constr ion, and hereby authorize representatives of the Countyot Butte to enter '_ n th above-mentioned property for inspection purposes. I also agre o ksavdemnify a keep harmless the County of Butte against liabil' es, ts, cos and cpenses which may in any way accrueagainst 'd Cocons ence o he ting of this permit. Date a� �� Signature of App icont - Owner L1 Contractor Agentwork An OSHA permit is required for excavations over 5'0" deep and Vem.litionor/cconstruct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Land Development Fee $ O TOTAL PERMIT FEE $ 69 occuP. GROUP TYPE OF CONST. 171- PARCEy PDHall This permit is hereby issued under sions of the Butte County Code and/or indicated above for which DIRECTF PUBLIC By _ PERM XPIRES Date _ the applicable provi- resolutions to do fees have been paid. WORKS Date Receipt No. /tJo WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE . DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211, Ext. 70 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTIO N TICS BUILDING OR PROPERTY ADDRESS 7 A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. Inspector Date Permit# - INSULATION CERTIFICATION Mt—Ida Fd Number and street City County Subdivision Lot Number DESCRIPTION OF INSTALLATION ROOF Material Brand Name Thickness (inches) Thermal Resistance (R Value) EXTERIOR WALL I --r Material - Fiberglass - - Brand Name Certainteed— Thickness (inches) 32-11 Thermal Resistance (R Value) 11 1800 0 CEILING Batt or Blanket Type Fiberglass Thickness (inches) 611 1 Loose Fill Type Minimum Thickness (inches) Area Covered (0) FLOOR,ELEVATED Material Thickness (inches) FLOOR, SLAB Material Thickness (inches) Width (inches) FOUNDATION WALL Material Thickness (inches) HEATING SYSTEM Gas Furnace Make Model Description Rated Bonnet Capacity Brand Name Certainteed Thermal Resistance (R Value) 19 2500 (�! Brand Name Number of bags Thermal Resistance (R Value) Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance (R Value) Brand Name Thermal Resistance (R Value) Weight per bag Ib DECLARATION hereby certify that the above insulation was installed in the building at the above location ir. conformance with the current regulations setting Energy Conservation Standards for new residential buildings (located in Title 7.4 of the California Administrative Code). 3 �I 5-C) License Liceennse rJumber Date Hawkins ILigsulation378407 ub.Contr ctor (Insulation Applicator) License Number —A;/zj _ Pres. 11-18-80 10, IV Signature and Title Date CERTIFICATE REVIEWED BY Date BIN -029 (Building Inspection Ofd) RESIDENTIAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO ,CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT $ 1 int' 71��a (location) BUILDING PERMIT N0._ h�4%SS-�y /3� �is� A.'P. N0. 47 61363 1777 THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION:' Slab Edge. Fdn. Walls Floors ...�—*- Walls Ceiling/Roof Ducts Circulating 'Pipes APPROVED, HEATER APPROVED WTR. HTR. [�y� GLAZING: Single Glazed Special (Insulated) 444,1 CERT. & LABELED WDS. IF & SLIDING DRS. 40�-. WEATHERSTRIPPED DRS. BACK DAMPERED FANS .-- INTERMITTENT IGNITION DEVICES CERT. APPLIANCES I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name Signature of (please print) Insulation Applicator State Contractors License No. General Contractor/Owner Name �Sr-,J' 060 � �1"�c>f1l �„r9C�S-t(S;K i C3nv Signature of (plea e pri t) General Contractor/Owner to k ( (4+Is', i State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BU ILD ING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND�SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. ' _.. R 4777-WB,E PERMIT NO. 40y S PERMIT EXPIRES_ Paul & Delorest Santoni OWNER CONTR. Santoni Const., Oroville 36-13-47 ASSESSOR PARCEL LOCATION 381 Mt.Ida Rd., Oroville R i I. h Temp. Power Pole f 1 Called PG&E Temp. Elec. Service Called PG&E 1 Temp. Gas Servi e Called P &E f �t JOB FIN LED (Date) / �'o gnature t R 4777-WB,E PERMIT NO. 40y S PERMIT EXPIRES_ Paul & Delorest Santoni OWNER CONTR. Santoni Const., Oroville 36-13-47 ASSESSOR PARCEL LOCATION 381 Mt.Ida Rd., Oroville R i I. h Temp. Power Pole f 1 Called PG&E Temp. Elec. Service Called PG&E 1 Temp. Gas Servi e Called P &E f �t JOB FIN LED (Date) / �'o gnature J = OK 0 = Not OK - = Not Applicable RESIDENTIAL 4Single and Duplex) * = Not Ready t j Date UNDERFLOOR Plans OK exce tN's Date FRAMING (Continued) I 1. 5,Lwing requirements -Setbacks -Easements 48. Property Line Fire{ all & Openings k/Ftg., Main; Soils-Steel-Elec. Grnd.- / /" Ftg. Depth 49. Ext. Doors -One *Check Garage -3rd story, 2 exits ® Garage; Soils -Steel- / /" Ftg. Depth 50. Stairs; Width-Hea room -Rise -Run -Landing -Fire Protection Porch s & Decks; Soils -Steel- / /" Ftg. Depth 51. Plywood on Roof verhang-Attic Vents -Rafter Outriggers be'Ster&817s, Main; elab 52. Siding -Nailing- eneer `&-.,Iaemwalls, Garage; Steel-Blockouts-Wrapped-Slab 53. Stucco Mesh -Drip Screed-Fdn. Vents-Underflr. Access `77-P' rs-Fireplace Ftg.-Steel 54. Glazing Area -G ss Protection -Skylights -Plastic V.: Fall -Fittings -Test -2 way C/O -Sewer Test 55. Shear Walls; Nat ing-Bolts s Pipe; Size -Anchors Water Pipe; Test -Anchors -Regulator -Service Test 11. Electric; Underground I ums & Ducts; Clearance -Material -Support -Ins. 1 Girders -Sills -Anchor Bolts -Joists -Vents -Cripples Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Date Card -BI Of Date and -BI Date Date FINAL (Plans) OK except #'s Card -BI Date 6 Card -BI Date Date PLUMBING (Permit) OK except q's 14. Water Ht.; Vent -Access -Combustion Air 56. 57. Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector 58. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 15. Water Pipe; Test & Anchors-NailP e on 16. D.W.V.; Test- FItn s chors otection 59. Bedroom Exiting 17. Shower Pan; Te F b Access J 60. G.F.I. & Bath Fixtures & Tub Access 18. Test Tub & Sho%er, 2n r -Tub Access 61. Elec. Trim & Subpanel; Breaker Sizes -Labels 19. Gas Pipe; Size & Anchilfif 62. Stairs & Rails 63. Fireplace or Stove; Clearances -Hearth 64. Elec. Outlets at Wood Panel; Int. & Ext. Card -BI Date Card -BI Date 65. Kit. Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance Card -BI Date Card -BI Date 66. Elec. Outlets & Receptacles at Kit. Counter Date ELECTRICAL Permit OK except p's 67. Garage Fire Door; Swing -Landing -Closer 68. A.C. Duct in Garage -Damper 20. Fixture & Transformer Clearance -Ins. Prote ion 69. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V.- In Garage; Above Floor-Mech. Protection 21. Elec. Receptacles Spacing -Lights & Swt c sat Doors 70. Plb:, Elec. & Mech. Equip. Listed for Location 22. Size Boxes & No. of Conductors-Stapl 71. Elec. Receptacles in Garage; (G.F.I.)-Romex Protec. 23. Romex Installed Close to of & .J. 72• Insulation -Foam -Looked in Attic E] Yes 24. Equip. Ground made u / ec ners-Bond Gas & Water 73. Guard Rails & Deck Construction -Post Caps 25. 2 Appliance Circuit it Conductor Size 74. Fdn. Vents &Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes - 26. Subfeed Wire Size / g or AI-A.C. Wire Size / / ga. Cu or At 27. Range Circ. / / ga. Cu o AI -Oven Circ. / / ga. Cu or A1, Insulated Neutral ❑Yes 0 N 75. Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑Yes ❑No 28. Service -Riser Conductors & Ground -Main Disconnect 76, Stucco; Brown -Finish 29. Equip. Clearances; Panels-Motors-Mech. Equip. 77. A.C. Unit; Disconnect-Clrnces-Brkr. & Cond, Si -115V Outlet 30. Clothes Closet Light -Shower Light 78. Vents Above Roof; Plbg.-Appliance-Firpl.VWance to Opngs. - 79. Water Well; Disconnect, Electrical, P' b' g Card B-1 Date _ Card -BI Date 80. Exterior Elec. Trim; G . Re -Underground 81. Ventilation throw h ou Card B-1 Date Card -BI Date 82. Glass Protecti Date MECHANICAL (Permit) OK except q's 83. _ Corrections Wrfi Prev i(Ksk Inspections 84. Gas Test -Meters Tagged; Gas -Electric 31. A.C. Ducts; Insulation " Support 85. Water & Sewer Connected -C/O to Grade -HD Approval 32. Vent Fan; Exhaust abo.91 lyis lati,96 86. Energy Compliance Certificate -Other Certificates _ 33• Condensate Drain & low & Grade 34. Furnace -Vent; A s -C _- eturn Air Vent -115V outlet 35. Attic Access & Platfor if rnace in Attic Card -BI d -BI -_ Date_ Card -BI Date Date Card -BI Date Card -BI UA Date 2 t1 and -BI Date Card -BI DateCard-BI Date _ Card -BI Date Card -BI Date Comments at Final: .Ca Date FRAMING(Plans) OK except q's _ 36. Sills; Proper Material & Anchors 37 38. Walls: Studs-NaBrac' - tes-Sound Bearing Walls over Girloor I g Stop in Walls (ra _39.Draft 40. Fire Stops: Furred Ceilings -St s Chases -Tub 41. 42. 43. 44. Header _&_Beam -Size& Bearing Hangers -Post Caps -Anchors -Connectors Cing. Joist-Rftr. Ties-Purlin-Roof Brac.-Truss-Shthng.-Rfng. Fireplace Ties' or Type A Flue -Fireplace Throat 45. Attic Access: Size & Romex Protection -Draft Stop -Ins. Baffles 46. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions _ 47. Garage Fire Protection Framing (NOTE: An entry must be made each time you visit job site) � h V = OK 0 = Not OK = Not Applicable '� MOBILEHOMES * =.Not Ready G MISCELLANEOUS Date MOBILEHOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements Date DECKS, COVERS, CARPORTS, ETC. (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support -Sketch 2. Footings; Size -Depth -Spacing -Connectors 3. Sewer; Location -Test -Fall -C/0 -Concrete _ 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Water; Location -Test -Easement Needed (Sketch) 4. Wood Awn.; Posts- Beams-Rftrs.-Connec.-Shthg.-Rfg.-Bracing 5. Electricity; Location-Clearances-Grnd.-/ / Amp -Concrete _ 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Gas; Location -Test -Wrap: / /"L"ft./ /"Nat. or/ /"L"ft./ /" LPG 6. Carports; Windows -Doors 7. Utility Clearance 7. Elec. Card -BI Date Card - BI Date Card -BI Date Card -BI Date Card -BI Date Date Card -BI Date MOBILEHOME INSTALLATION (Plans) OK except q's 1. Zoning Requirements -Setbacks -Easements Card -BI Date Date Card -BI Date POOLS (Plans) OK except N's 1, Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 2. Soils; Compaction -Structure Stability 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 3. Pool Structure; Steel -Connections -Thickness -Dead Men -Lining 4. Elec.; Receptacles and Lighting; Distances-GFI 5. Drain; MH Test -Fall -Flex Connector 5. Elec.; Pool Lighting; 15 volts-GFI 6. Water; MH Test -Regulator -Connector 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Water and Sewer Connected -C/0 to Grade -HD Approval 7. Elec.; Bonding; Metal w/5' -Circulating Equipment -Heater 8. Gas and Electricity Tagged 8. Elec.; Grounding; Equip. w/5' -Circulating Equip. -Pool Lghtg. Boxes -Enclosures- Pane lboards-Ins. to Main in Conduit 9. Exits; Insp.-Sketch 10. Cert. of Occupancy 9. Health Department Approval 10. Plumb; Cir. Test -Water Supply Test Card B -I Date Card -BI Date Card -BI Date Card -BI Date Card B -I Date Card -BI Date Card -BI Date Card -BI Date Y. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WO KS Y 7 County Center Drive - Oroville, California 95965 - Telephone 91 /534-4541 APPLICATION AND PERMIT F PERMIT NO ASSESSOR -P% RCEL jV }J Aq,BER ((//0__ 3 -LTL / ZONI N)&� TILING BUILDING PER O 0.033 TELEPHONE SQ.. FT. OCC. BUILDINGVALUATION !r V 75 X00 OWNER'S MAILING ADDRESS C�O r�Y%\JT' /;j/QTI V �///V����1,/ j9¢J� Eq �/ I/�%Ej QW/V/S'/ /VM /VWIA/ V/V DD{. -V �• O/+NY� / J! �� C )WON CLEpER[,�EUNSKNOWN Fireplace Total Va l u at $ LEND ILINGgADDRE Permit Fee $ 2 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Q� Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ O BUILDIay,9DRES5j.. P �� pb . ✓✓✓S G�XJ PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair drainage or vent piping 2.00 ),, Water piping LOT NO. SUBDIVISION NAME PARCEL MAP Each pas water heater or vent 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system I 2.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ I A �Other ❑ Describe work: VEL Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee /0.00 Main service 1000V OR 0 AMP ORSLESS 5.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCC OR ADDNS. ACC. BLDGS. 20 sq ft 1 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): fO I am licensed under provisions of Chapt. 9, Div. 3 of the BuslneSS and Professions C[ -ode and my license is in full force and effect. License No. J 72S �XAIA:&,4L 7 Classification 13 ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW NON -RESIT P- BRANCH CIRCTITS 2.50 ea NEW CONSTR. (POWER APPARATUS a) NON-RESID. SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 50@25a BAL@los Ex. Occup.( OUTLETS FIXED P(RESID.)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 6.25 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE 1 declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 3.00 Heating Cooling Hood 2.00 Ventilation Permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrueh againstsaid County in consequence of the granting of this permit. X lS(t'f 14,Date.s�'�/ A /9SP Signature of Applicant — Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures overstories in height. Mobile Home Installation Fee $ Land Development Fee $ TOTAL PERMIT FEE $ t'p OCCUP. GROUP I TYPE OF CONST. PgRCEI PD ND ssUE +L_ This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO F PUBLIC By PEFO EXPIRES Date— the applicable provi- resolutions to do fees have been paid. WORKS e� Date/yam/—/1y IF j33 I Receipt No. / U - if LAD WRITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT �IN NOTE: —i41] Materials & Workmanship Shall Be N Accordance 4v4 Recoiaiiized Good Proctaces , nd of a quality prescribed for -.-he Specified use in the Uniform Building, Numbing & Machanical Codes and the National Electrical Code. 2 ¢ .A A setback of 5 ft. from the property lines and a setback of 50ft. from the road centerline shall a clear of structures ore ipment except • ifw. a+ 2 fit. eave verhancq. i 15=4" L 9_4„ G O 6 8 JS4D. 1"A S rLg 81 IOR00A4 0 SVD Sl' z FO vA/DArPo �L.9N fop PPr.oWe < 'Ikl ire Pas r t 2 xio O /6 ac, S-SNELVk5 W4, 4C. Z� wP 5 6l3YP/�t I — n��,eeo�e�n I �ooRs oo po ARICA � 7Q -- --t— 1 406887' Ass —40689 yP HILL This set of pans anil specifics ons MUST be kept on the job at all times and. it is unlawful to make any changes or alt�rcaions on same without writ ton po*mission from the Department of Public W4KIEC6unty of Butte. FLOOR 10/S TS SH,4 L L 94 s vpio o,Q Mi0 S PAOV 4x6 C71RDER SUPf'D�'TEIJ A7- SSL O IN7ERV'41. s 'kv/7w 4 X 4 P05rs ON P/ERS S' 60AIeR 77 2 4 M I41 N. f .Wi ! O o ATH�� 5,______ Id 4777-gc-) BUTTE COUNTY BUILDING DEPARTMENT APPROVED EIV L o9R6,E D M4.5 ?Ee AF -0,36 /3- 47 Building Permit Number: Oft- 3690 Owner Name: l e rd -a e Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same'without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C)„ 1998 California Plumbing Code ( 1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.) and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Provide windows for natural light and ventilation. (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Provide approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with Sec. 1003.3, U.B.C., for rise, run, headroom, width, landings and handrails. • Hallways to be minimum 36" wide. (typical) • Underfloor access and ventilation per Sec.2317.7; U.B.C. • Attic access and ventilation per Ch. 15, U.B.C. 2 of 3 Building Permit Number ' Owner Name • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per Article 410-8 N.E.C. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 1/2"x 10" anchor bolts @ 6' o. c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Provide 1- #4 bar top and bottom of footing, U.N.O. (Sec. 1806.7, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) • Veneer per Ch. 14, U.B.C. • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U:B.C. • Electrical, mechanical, and plumbing construction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations per Sec. 2406, U.B.C. 2. Garage firewall, door size and self -closer per Sec. 302.4, U.B.C. 3. Install smoke detector per Sec. 310.9, U.B.C. 4. Special roof covering required, class _ minimum. 5. Living area over garage, 1 hr. construction required on garage side, including supporting walls, posts and supporting beams. 6. Provide 2 separate exits from third story. 7. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear openable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (UBC 310.4.) • blue = Engineering • green = Brace wall panels • pink = Firewall • yellow = Important 621-3a9a Perd to ,e 3 of 3 Building Permit Number: p f .30g0 Owner Name: COMPLY WITH ITEMS CHECKED BELOW Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, EJ H.V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. , 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. Parcel lies within the State Responsibility Area (SRA). Comply with attached requirements. Fire sprinklers are required in this structure. LM The following parcel map requirements shall be met: All structures and equipment including overhangs shall be clear of all easements. A setback of feet from the side and(feet from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. t r oa "PC QVII s/v BUTTE COUNTY 3Ui-LDING DEPARTMENT i . A t r oa "PC QVII s/v BUTTE COUNTY 3Ui-LDING DEPARTMENT BUTTE COUNTY 3UILDING DEPARTMEN APPROVE an Do D-2- 4TO t� �a . ., t .� k ' a � l � Xc o ' ti f , Pl__7iv� i N� ll r. Y % i' .,. •rte ict _.r• lei 76Z PLANNING DIVISION -BUILDING PLAN APPROVAL I See The Attached Use: o l< Date: E Z 11" o residential Com_ ru tior Parking: Landscaping: ► ' M�_�.. Other: I __Z___Pges Signature:- 01--3090 ignature: 0/-3090 13UTTE eoUNT Y 3UILDING- DEPARTMENT APPROVED f T. 19N. RAE... k,.D.B. & M. 3 05 RS 133-8 , IL is I 286.6561 7 1 AC. 8 ` If /07 AC. © !01 ® .E 60 2.2AC i' 3.4 AC. 16 '4 3.14 AC - 58 7 AC45 N 108 _ _ _ /06 91 • � � "oo� - /�, ,.-"`---43/.661 - --4507AL�`' ,� v %:.96AC �1 7.393 p0, 109 �LK 1/0 ��a w ® / / / 4B 5.95Ac I 533 acin 44= // 1 -244.540 %51 — !I6 !/74 50 i /2 \ e 6.4/AC. �\ LOT 119 't ORO L E -166.5 YAN F ' /7;/8 L ANDS ��• -112.2 �* : nw_ 1 -T4.66 1 / 603.94 �4 _ = 15.53 AC. �4 `� -160.02 UNI 4 RS 84-48 I i3 -448.64 PM 82-31 IS. `6 9/O Ac 7 39 -48 TT 268 9 .4,.µ.i -12724 546k ® 4 907.89 r.4 O -110.95 //4 ^� ? 53071 a r 0 t0' y `x+ - 57 5 ( - • I2.48AC e n 13 ti0� gist. 7 AC © I 'gist. Ch 92 ! O.IOAc. e• �� ��' ti04 /2:•. � 126 1 /c.5 414 � 113 11 1 � ..Parcel / °`amRIS 6-27-- i •If I .13 / 5 (/' M 5.914 QC. A 4 ® \� 3 AC _ P/11t 46 32-03 5.5 Ac. k 5.7AC / '� (\6�(.fI(\V W15- Yq .2' ®!l /4014 // 00 78 ci ® � V. yti RS69-48 3 T. 32 AC ` `'�' `p/O �/ 239 530 .49 <. / 32------------------------------------- ----- , _ ------------- 232 s 1 0.3 2625 • 2 �` 22 07 AG BUTTE COUNTY lU 1 Lbl NG DEPARTMENT Y A C P R O @/F Assessor's Map No. .36-13 _ n14n1//i / c cuVAA1nn-rc c0lrrr i nivnc rrlirr A._ ,4_11/10 J2L // A7 IZ?499-3nR �/ NC1TF_dCCFCCnDrC DdDI-FI AIr1('►� County of A iffe_ Calif c . � A ,• `t C/ ,•` `GIS req ti NO. 14275 _ RF. Tl PROFESSIONAL ., fZBO ES EVALUATION REPORT NO ER -2621 P R ENC-it ��.,' PAGES DRAWING TABLE OF CONTENTS 2 PAGES 97GN01 GENERAL NOTES Qolessbna/ f� 97GN02 e�e�VQ 1 ICA Tf� 9'�ple+ 21152 2 PAGES 97SC01 STRUCTURAL CONFIGURATIONS R. F. — 97SCO2 o TUCKER 1 PAGE 1.0 ROOF PANEL SPANS AND OVE P I hereby Certify that this plan, spe ctf - cation, or report was prepOreu by me Or under my direct supervision and that I Om 0 duly Rt: g;--tered Profes- slon0l Engineer under the laws of the State of Mlnnesofa. R. F. TUCKER --�� ip�No.22:% �YF°an0� 2 PAGES 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES ` A, ooa =r �R KAN S f'PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES REGISTERED PROFESSIONAL 1FAGE 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURESS. ENGINEER 'l/ No. 4523 4 PAGE 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES ll� _ _0 0 1 PAGE ES N0, 26070 bcP 3-31•o'Z \. CIVIL � REG%s) 0e0 ooh / '•. U 97CDO1 97CDO2 97CDO3 97CDO4 97CDO5 97CDO6 97CDO7 97CDO8 97CDO9 20910 0 *4 PAGES 97LT01 •_ - 97LT02 97LT03 ````��uur * 97 LT04 Cid' No. 11458 �= OEss�Fl 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTU 00 ENT PARTS p FF'0F NGINE FSS- 84+0� ? 4 OREGON COMPONENT u CTION DETAILS r11R0'ES5"10NA.1.- t, R. F. TUCKER; • ONNECTION DETAILS 6362 ` R. F. TUCKER co i �°yabe•° O 1ff r SS1q* Of NEW CERTIFICATE 1833 Na 15896 * 'TI : s a• E-5170 : a�''. STATE OF of°•� �; 9� �••TF OF �O� FLORIDA '• �0N p• NEB0'--10 F. OF '8q ,.....,. +a�•. 00 N Tq,y , —meq u CTION DETAILS r11R0'ES5"10NA.1.- t, R. F. TUCKER; • ONNECTION DETAILS 6362 ` R. F. TUCKER co i �°yabe•° O 1ff r SS1q* Of NEW tc TUCKER - �� 'TI : s a• E-5170 : a�''. t 40222 J ::� ` • of°•� , 90,1 �CENSEO : .• P ��•�- "'4.4 OF RkQ;: F 0 NEB0'--10 OF '8q ,.....,. +a�•. 00 N Tq,y , —meq ``� �q `� (,'`�' a' 3i�'•••'•..y '/moi � R. F TUC7cER _-0 RAYMOND T .' �'' NUMBER TUCKER 0 13084PE W _ s• E -2.d. 14 �Fs�FG/STOk CONAL PROFESSIONAL = PE 4074 c�.Q ` �Ty C�•, .. ��• ".oeg�c� a A MMC m'.. a `�'�•No 21321 )RaWICl?r�MMERICIAL LATTICE STF 90 No. F. C' I+ rI.1;:KER -< e7m7!• •.� iy ? s I Q r 4 Q i R. F TUCKERN E-61529 TER� FSS�OAt�t r*`� v' e No. 7984 R. F. TUCKER TEOF13 '. .. C • Amerimaz BU LMC I�ronucrs RC 1140 ALL PRO DRIVtz R. F. TUCKER ' No. 032085 �"T ,.t`pFtsS/pN B 'MSI .(``�`••••. 'i ••••••/� - \IIIIIIIIf ��./•.qrr ,.•`° �� '/,I,% •`,�/O••••• ~••��(�`,''. •••••0 �./ ••• �U� \ NAL ENG/ �`````\\ OF M"//'//� cp°,°°•° CA `�`•'`�'e ; et : ; • t� F N ✓ '. F. KF SSS. •.,HFF i� OF �A �.�` �� r �,� MON Tq �tw Rp,/ o, �F. TUC LISTER • R. F. ?�, ,.:. �p _� • TUCKER • Z' y ,f' �`' • a �y1 ME.r,� y ate;' �`�°NoF'�, �``y~P N0. I4275 �r•'�EESS/p'•:9' "•, �'1STE'�F` :� ^' e, : Q' p: ca 2 0 c • •RAYMO • y` a : R .•F TUCKER RAY MC = =ate N9r': O PROFESSIONAL ' "y ;• E 5170 a �• ' No. y 8836 TUCKER F. • S 4022 "1 c� .,, ERF I o ' 9 T • NUMBER o ITLI 8KE R s SEAL PROFESSIONAL 7 -Y 30 FN N '•./,��ql •..e.8 Sk-,.• ::9o,f •�•!/CENSEe•��kQ: • �p A� �o,>!,'•..CIv�1.,.•:: �Q�' i ��'.• - 4314 r,3 e� G/STE KED IryE �.•_ �►d'rES •° C • •• \�. A [ v O �i /S% • ...o.d• .� O II1��� \\ ' '�• •••:jallAl EN�•.• 9OFESS\ON No• 8628 d `"0 87652 9�ax4�z• N��L, NAL ENS\ ��'•., F TUC���,.•°� C A �r F��q. ko ''•,Frr.11l 1 P, . '•,,,,TSU 1. DESIGN IN ACCORDANCE �OliFi THE UNIFORM B G CODE 1997 R �?�4� OR Daf6f iiWjIl(140 0NENTS - EDITION. ``\\\N\I rr OF 0 •. ICArF 9'� 2• ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM 't",� "- LSc THAN is FT Design Uplift Wind Pressure (psf) ASSOCIATIONS SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING COD * Simple Span Arens Eaves and Overhangs U /.� 21152 !'' fed Unenclosed Enclosed Unenclosed Enclosed R. F TUCKER R. F. 3• EACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY DIMENSION%if """ "" = E-61529 o TUCKER PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED i ,. R R1=.F - ti h Exposure d.s% nee. STRUCTURES. ,, ....r..., y........ 0 10.16 10.16 ........... 10.16 21.87 o 'PF O . 49/IONA.US? 4. DESIGN LOADINGS: ,ee�t ROFESSip ,• .`�Q �'�`jC ��..` ' 0 B 16.76 16.76 16.76 36.11 '' �STE�F:'.<.Q` way ee`e �9.°° "°•°° /�` ��. C 9� � �+`�- ��' .k� SS01- .70 d C 17.36 17.36 17.36 37.40 ATE �� A. APPENDIX CHAR 31 DIVISION III. PATIO COVER �,� ELEG Np ° •yc ,SAP �i �= • A 1: - F • r 4'L 90 C 28,66 28.66 28.66 61.73 AR N r r .I,,•; +ti ° :'ria i@` F �� LIVELOAD: 10 POUNDS PER SQUARE FOOT. C,= 6362 : T^ ;?�\' ��, ,.,6i Iv t r 20 POUNDS PER SQUARE FOOT R. F. TUCKER o A� Off• 8440 v i REGISTER D 25 POUNDS PER SQUARE FOOT : 'r' T LESS THAN It FT Design Uplift Wind Pressure (psf) ' f PROFESSIO AL 30 POUNDS PER SQUARE FOOT °. s� �P e �� �� = Simple Span Areas Eaves and OverhangsOREGON ENGINEE s 40 POUNDS PER SQUARE FOOT °°eGrH DAK�••• 41 0 P P * * * 60 POUNDS PER SQUARE FOOT oOO•oeee oee =• No. 452 = .�`_ � R. F. TUCKER S� Unenclosed Enclosed Unenclosed Enclosed �;., ^•. P` WIND LOAD: FOR 0.4112 > SLOPE < z�12 •-'••..rrr°�a +►"%t 0 No•032085 niO; GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) �- NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR 17. PATIO STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. `.=+ SURFACE IRREGULARITIES COVERING AT LEAST 20 PERCENT OF THE GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM 18. STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS PER SCHEDULE. THE SITE. - EXPOSURE 'Cm HAS TERRAIN WHICH IS FLAT AND GENERALLY 19. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS `- OPEN, EXTENDING ONE—HALF MILE OR MORE FROM THE SITE, OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL, OR ABSORBENT IN ANY FULL QUADRANT. BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN 5. CONCRETE MIX: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 DIVISION III ACCORDANCE WITH U.B.C. SECTION 2004.3. PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN LOAD IS 750# OR LESS. CONCRETE 20. ALL SCREWS CONFORM TO ANSI 818-6-4 AND SAE J933. SHALL BE A MINIMUM OF 3.5 INCHES THICK AND . NO CRACKS WITHIN a 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 y GENERAL NOTES FOR LATTICE STRUCTURES: BY A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 97SCO2 BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF AND 97LT01 THRU 97LT06.) 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 1. SEE GENERAL NOTES, SHEET 1. SECTION 4 FOR LIVELOAD AND BUILDING OFFICIAL. WIND LOADS. 7. ALUMINUM BOLTS TO BE 2024—T4. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. G Z 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. "® O 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 R DOUBLE CADMIUM PLATED 'AN' BOLTS. �; REVISION DATE REVISION 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. -1 ;��J,;; RV3 Luuu 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 c; = �; DIVISION III OF THE UNIFORM BUILDING CODE. ,j, Mp Engineering Services amdomi N0.2 1140 All Pro Drive 16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE 31.d Elkhart. ' IN 48514 THAN THE FIRST INTERIOR COLUMN. s, C v \ ,, KG ICBG ES EVALUATION REPORT NO. ER -2621P .,. NONE OR PAW GENERAL NOTES EN NE RS STAMP �78720o0 ff. 97GN02 2 OF 2 _.....ru VARIES � 7'.► .1:.. a� '1C NL "c SCHEDULES DRAIN nJ OPT. 3 1/2 u CONC SLAB' ` T SEE NOTE # 5 ON SHEET 97GN02. MULTISPAN ATTACHED CANTILEVERED STRUCTURE 7 FASCIA OPTIONAL 3 1/2 - CONCRETE /2" CONCRETE SLAB SEE NOTE5, SHEET 97G 02. SEE SCHEDULE FOR FOOTING SIZE FOR COLUMN SPACING SEE TABLES 2.1, 2.5, 4.1 OR 4.2 �—E NOTE #7, SHEET 97GNO2. SEE SCHEDULE FOR FOOTING SIZE "d" = TYP. CUBE SIZE DRAIN OPT. 31 CONC. SEE NOT j 5 ON SHEET 97G 02. PROVIDE 1 1 DRAIN VARIES LENGTH 75* OF PROJECTION MIN. LENGTH f F MAX. OVERHANC 25% COL. SPACING SEE SCHEDULE FOR FOOTING SIZE "d" d FASCIA 1/2"0 STEEL BAR 0 6" LONG SEE SCHEDULE FOR FOOTING SIZE - "d" IS TYP. CUBE SIZE PANEL 0 w OPT. 3 1/2- CONC. SLAB—SEE NOTE # 5 ON SHEET 97GNO2. FOR COLUMN SIZE SEE "COLUMN SCHEDULE" _ I SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE -- ��.:`; '. ...\ DATE REVISION DATE REVISION NOTE: PATIO WIDTH VARIES W/ SELECTION TZIA n 0 > Q m OF HEADER, NUMBER OF COLUMNS COVER HEADER PANEL m Z AND LOADING CONDITIONS. SEE NSTALL w w'.,.' SC: .-DULES FOR MAX. COLUMN SPACING. VERTICALLY N�' CJ V N� �e Engineering Services 1140 All Pro Drive Elkhart. IN 46514 QN DE 1 1 /2 uD J'l9 V 1 :. ;\ �/ KG ICBG ES EVALUATION REPORT N0. ER -2621P - .; pppTT� 3 1/2" CONC. 'd' I S ULE_°t fSEE - O NONEE STRUCTURAL CONFIGURATIONS PLACE 1- 1 2"0X6'STL. ''L --FOR FOOTING SIZE. - SINGLE SPAN FREESTANDING STRUCTURE BAR AS SHOWN - E EERS STAMP 2/8/2000 97SC01 1 OF 2 N _v V) T Om n 0 > Q m L m Z t 3'X 8' ALUM. BOX BEAM OR 3'X 87X 12 Gk STEEL 'C' BEAM HEADER LATTICE OVERHANG 16' FOR 1 1/2' X 1/2'1 ', OLPTAB 3 SEE? NODE 5 ON SHEET 97GN02 SINGLE SPAN ATTACHED LATTICE STRUCTURE MULTISPAN FREESTANDING STRUCTlR I IL O'HANG--ft 1-1/2*0 TEEL 6BAR SEE SCHEDULE FOOTING SI E ?HANG —+ RAFTER NOTE: SEE TABLES 4.3, 4.5, 5.3 AND 5.4 6' MIN. O'HANG tj s+ in' A RAFTER NOTE 1 3'X 12 GA. v� V\ STEELL "C' BEAM -c G) :4 7t7 0 FOR BEAM WRAP DETAIL, SDETALSHEET m J 97LTT)3, � A OPT. 3 1/2' CONC. SLAB____e y0• f• FOR FOOTING SIZE SEE SCHEDULE �T r��IQ Tt • �d 2" X 6 1/2- OR 3" X 8",_4 ALUM RAFTERS ®24 O.C. LATTICE: ,gyp ' 0.018" x 1 1/2" x 1 1/2" MAX. O'HANG 25x OF ® 3" O.C. 2 "x 2" ® MINIMUM OR 4" O.C. MIN. COLUMN SPACING SEE SCHEDULE FOR COLUMNS. ALL COLUMNS TO BE INSTILLED VERTICALLY. OPT. 3 1/2- CONC. MAY HAVE MORE THAN SLAB 2 COLUMNS. PTIONAL 3 1/2' CONCRETE SLAB. SINGLE SPAN FREESTANDING TW TW TW FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM LTW NO.) I RAFTER SPAN LR SPAN) OR MORE SPANS /2' X 6 1/2' OR 3' X 8' ALUM. yRAFTERS • 24' O.C. $�, �/S AA� `t 407, "J��' PLACE 1- 1/2' OX 6' STL BAR AS SHOWN SEE SCHEDULE FOR FOOTING SIZE. DATE REVISION DATE OF CLEAR SPAN I SEE I RAFTER NOTE I.I��II;�L4I:l 0 �lel'IlYISg Engineering Services 1 All Pro 4 61� Elkhart. IN 46516514 IV AJF ICBG ES EVALUATION REPORT NO. ER -2621 P OR PART STRUCTURAL CONFIGURATIONS SCALF- DRAWING NONE NAME STAMP SHEEI 2/8/2000 97SCO2 2 OF 2 v� FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM LTW NO.) I RAFTER SPAN LR SPAN) OR MORE SPANS /2' X 6 1/2' OR 3' X 8' ALUM. yRAFTERS • 24' O.C. $�, �/S AA� `t 407, "J��' PLACE 1- 1/2' OX 6' STL BAR AS SHOWN SEE SCHEDULE FOR FOOTING SIZE. DATE REVISION DATE OF CLEAR SPAN I SEE I RAFTER NOTE I.I��II;�L4I:l 0 �lel'IlYISg Engineering Services 1 All Pro 4 61� Elkhart. IN 46516514 IV AJF ICBG ES EVALUATION REPORT NO. ER -2621 P OR PART STRUCTURAL CONFIGURATIONS SCALF- DRAWING NONE NAME STAMP SHEEI 2/8/2000 97SCO2 2 OF 2 v� -c G) :4 7t7 0 m T z h + - THIS PAGE LEFT INTENTIONALLY BLANK -- - 4 - 91 Amerimax BUILDIlYGPROD[T�1NG 1140 ALL PRO DRIV ELKHART, IN 46514 IC80 ES EVALUATION REPORT ER -2621P BLANK PAGE DATE: 2/8/2000 'r� MAR 0 3 2000 1.0 ROOF PANEL SPANS AND 31/2" x 12' ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL IT HEIGHT 70 90 OVER LOAD Y (PSF) (IN) MPH MPH HANG 10 0.018 1r -r 16-r T-10' 0.018 0.024 1r-8• 1r -r r -r 0.018 0.032 2U4r 274• 94' 0.018 0.036 1 21'4" 21'4• 1 9'-10• 20 0.018 11'-11. 11'-11" S-9• 3'-4' 0.024 13'4• 1744 6'4' N -T 0.032 15-11. 15-11• T4" T-9" 0.036 1T4' 1T-0' T-10' 25 0.018 174" 17-9" S-2- 2•-1•. 0.024 17-r 12'3• V-11' 3•S 1 0.032 14'4" 14'4" 74' 1'S 0.036 154' 154" T3" 30 0.018 9'50• 9'-10' N-9- 0.020 0.024 11'3" I T -r 5* -5" 6'-4" 0.032 13'-1" 13•-1' 64" 36 0.036 14'-0" 14'4" V-10- 40 0.018 V -r V -r 4-1- VAG* 0.024 7-10' 9'-10' N-9• 0.032 0.032 11'S I V-5" 5'4' 0.020 0.036 173" 173" 5'-11" 60 0.018 T-1' T-1• 74- T-1• 0.024 V-1' VA" T-1.0" V-1" 0.032 9S 9"S N-6" `^ 0.036 17-1• 17-1' 1 N -10 - TABLE 1.1 2 12' x 18" STRUCTURAL PANEL FOR PATIO COVERS LIVE LOAD (PSF) PANEL Y (IN) 17 HEIGHT 70 90 OVER MPH I MPH HANG 10 0.018 174' 11'-11- S-9"; 20 0.018 r-1(" V-10" N-3.1 25 0.018 V -Cr V -T 3'-10". 30 0.018 T4' T4" 3'4' 1 40 0.018 6'S' V-5" 3'-0' 60 0.018 4'-10' N-10" 7-5• TABLE 1.2 I 2 12'x12"STEEL PANEL DESIGN SPANS FOR PATIO STRUCTURES LIVE PANEL 17 HEIGHT 70 90 OVER .OAD Y PSF) (IN) MPH MPH HANG 10 0.0120 14'4" 14'-8" F-1- 0.020 0.0149 16'-2" 16-2" 5'S• 20 0.0120 8'-4" 2"-4• 4'4" 0.032 0.0149 11'4" 11'-8• N-4- 25 0.0120 6-9' 6'-W 3'-4' 0.018 0.0149 174" 17.6" N -T 30 0.0120 5'-r S -r T-9" 0.024 0.0149 9•-r 9'-r T-9" 9 40 0.0120 4'3' 4'3• 2•-1•. 0.036 0.0149 V4" V-4• 3•S 1 60 0.0120 T-10' I r-10• 1'S 0.020 0.0149 5-10' S -1o" 7-11' TABLE 1.3 OVERHANGS FOR PATIO AND 2 12" x 8' ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PALL 1T HEIGHT LOAD Y 70 90 OVER (PSF) (IN) MPH MPH HANG 10 0.018 17-W 13'3• 8'S 20 0.020 14'-0' IN -C r-11" S4• 0.024 16'3" tri' T -1o' I 0.032 IV-V` 1r4' r -r 20 0.036 194• 19'-4' r-11' 20 0.018 9'-9" 9-9" X -Ir 0.018 0.020 17S 17S• S40" 0.020 0.024 11'-r 11' 4" 94• 25 0.032 14'-1" 14'-1• V-10• 14'3• 0.036 15-1" tS-1' T-1• 25 0.018 V-9• V-9• N -T` f 0.020 9'S 9'S 4'4" 30 0.024 10'-r 10'-r S-1• 0.020 0.032 12'4• 12'4• 6-1" 6'-4" 0.036 13'-r 13'-r r -r 36 0.018 T4" T4' 3'-r i • 40 0.020 r4" 8'4" N-1• VAG* 0.024 9'-9" 9'-9• 4'4' 0.032 o.o32 1 T4• 11'4• S -r 0.020 0.036 1 174" 12'4• 64• 40 0.018 T-10" 5'-10" 2'4" T-1• 0.020 V-11• 8'-11" 3'-7 V-1" 0.024 r4' 8'4• Nor `^ 0.032 10'-2' 10'-2" 4'-10• 0.036 0.036 17-11. 10'-11• 5'3" 60 0.018 N-1• N-1• 1'-10" 0.020 V-3• 93' 2'-r T -W 0.024 T-0• T-0• 3'-0' 8'S" 0.032 r-5" 8'S N -(r W -W 0.036 9'-0' 9'-0' f 4'3' TABLE 1.4 SPAN FOR PATIO STRUCTURES 2 12' x"12• ROOF-PANEODESIGN P SPAN FOR -PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 90 OVER LOAD Y PS IN MPH MPH HANG '10, :0.018.. 174"• IT -W V-10" 20 0.024 IN -5- IN -F V4- S4• 0.032 15'-9• 15-9" T3" I 0.036 16'-6' 16'S T4• 20 0.018 V-11' V-11" V-7 16'-11' 0.024 11'4• 11'-6' 5'3' 0.018 0.032 12'-r 12'-r 5!-9" 0.020 0.036 13'-1" IVA" 6'-0• 25 0.018 8'-0' V4r T-10" 14'3• 0.024 17.6" 19-W N-10" 15'-3" 0.032 11'-9" II%W S-0• f 0.036 12'-r 12'-r 5'-• 30 0.018 T-4• 74' 3'4• 0.020 0.024 94' 9'4' 4'-r 6'-4" 0.032 17-11' 17-i t• 64• 14'4" 0.036 11'4" 11'4' 5!3" i • 40 0.018 V -r 6'S 744 VAG* 0.024 V4• V -C 4'-0- 0.032 0.032 9'4' 9'4' 4'-r 0.020 06 .03 17-0" 10'-0" 4'-9' 60 0.018 S-4• S4• T4" T-1• 0.024 9-1(r r-10• 3'3' V-1" 0.032 T-10' T-10• 3'-0'' `^ V-5• I 9'S 4'4• 0.018 0.036 _OA38` -2"3"" -2"3' -3'-11• TABLE 1.5 t__; COMMERCIAL STRUCTURES 312• x 12" PANEL ALLOW. DESIGN SPAN FOR COMMERCIAL STRUCTURES LIVE PANEL EXP. B EXPOSURE C MAX 70090 70 90 LOAD Y OVER (PSF) ON) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 20 0.018 11'41' 11'-11' -1I%W S4• 4'-10' 0.024 174• 13'-8" 13'-r GS 25 0.032 15-11' 15'-11' 15'4• T4" 0.036 0.036 16'-11' 16'-11" 18'-r T3' 25 0.018 17.8" 10'48' 1748• S -r 0.020 0.024 17-r 1T-7 173• 5-11• 40 0.032 14'3" 14'3• 14'3• V-11" 0.032 0.036 15.3" 15'-3" 15'-3' T3• 30 0.018 9'-10" 9'-10' YAM 4'4" 0.018 0.024 11'3" 11'3" 11'-3• SS 0.020 0.032 13'-1' 13'-1• IVA' 6'-4" 0.024 0.036 IN -W 14'-0' 14'4" 6-9' 40 0.018 V -r V -r V -r N-1- 0.036 0.024 VAG* 9'-10" 9-10" 4'4" 0.018 0.032 11•-6' I V-6" 11'-8' S4• 0.020 0.036 12'-2• 12'-2" 12'-2- 5-11' 60 0.018 T-1• T-1' T-1• 74" 0.032 0.024 V-1" V-1" V-1' TAU* 0.036 0.032 9S V-5• I 9'S 4'4• 0.018 0.036 17-1- 17-1" 10'-1• N -10 - TABLE 1.6 212• x 12' STEEL PANEL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANELEXP. S EXPOSURE C MAX LOAD Y 70/90 70 90 OVER (PSF) (IN) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 20 0.0120 8'4• V-9" V-9" 4'4' 4'-10' 0.0149 ITA" 12'-1• 12'-1" 1 4'4• 25 0.0120 T-1" T-1" T-1" Nor 0.036 0.0149 17-11. 10'-11" 10'-11" 4'4" 30 0.0120 94• 6-0" 9-W 74" 0.020 0.0149 10'4" 17-0" 10'4• T-9- 40 0.0120 N -r N -r 47 T-1 0.032 0.0149 8'-4• 8'4• 8'4' 3'S 60 0.0120 3'-r T -T` T -T` 1'S 0.018 0.0149 V -T` V-2' 6'-r 2'-11• 212' X 8• ROOF PNL ALLOW. SPAN FOR FOR COMMERCIAL STRUCTURES LIVE 1 PANEL/ EXP. BI EXPOSURE C I MAX LOAD TABLE 1.7 70090 70 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 70190 70 90 (IN) MPH MPH MPH MAX OVER HANG 20 0.018 8'-10• V-10" 2"4' N-1• 25 0.018 8'-0• V -W 8•-0• 7-9" 30 1 0.018 74' 1 T4• T4' 3'S 40 0.018 V-2" 6'-5' 6S 3'4• 60 0.018 9-7 1 9-3' 4'-10' TS 11'-9• TABLE 1.8 S4• F-2- 212' X 8• ROOF PNL ALLOW. SPAN FOR FOR COMMERCIAL STRUCTURES LIVE 1 PANEL/ EXP. BI EXPOSURE C I MAX LOAD Y 70090 70 90 OVER (PSF) I (IN) 1 MPH 1 MPH 1 MPH HANG MAXMUM ROOF HEIGHT 18' 20 0.018 9'-9" 9'-9• 9'-7' 4'-6' MAXIMUM ROOF HEIGHT 1r 0.020 19-V 10'-6• 17-r 4'-10' N-1' 0.024 11'-9" 11'-9• 11'4" S4• F-2- 0.032 14'-1• INA" 13'-10• 64• S4" 0.036 15-1" IT -1" 14'-11' T-1' 25 0.018 r4' V-9•' r-9' 4•-2' 3--g- 0.020 9S 9S 9'4' 4'4" NAM 0.024 17-7" 17-7' 17-7" 9-1• 5•4" 0.032 1r4• 17-W 12'4" CA" F4- 0.036 13'-r 13'-7- 13'-r 6--r 30 0.018 T4" T4• T4• 3'-r 4'-7' 0.020 8'4" r4• 8'4• 4'-1" S-0' 0.024 V-9" 9'A" 9'-9• 4'4' F-2- 0.032 11'-8" 11'4' 11'4" S -r T -W 0.036 1T4• 17-T 12'4• 6'4• 40 0.018 5'-10" 5'-10' 5'-10" 74' 4'4• 0.020 6-11" 6-11' 6-11• 3'3' N-9- 0.024 8'4• r4" 8'4• N -W 2'-6• 0.032 10'-2" 17-2" 10'-2' V -t0' 3'3' 0.036 10'-11, 17-11" 10'-11' 513• 60 0.018 N-1' N-1• N-1" 1'-10" 7-11' 0.020 N-9" N-9" N-9• T -T` 0.024 6'S 6S• V -W T -W 0.032 rS 8's' 8'S" 4'-0• 0.036 9'-0• W -W 9'-0" 4'3" TABLE 1.9 ALT. 2 1/2"x 12• PANEL ALLOW. SPAN FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT LOAD Y 70 1 90 OVER PS IN MPH MPH HANG 10 0.018 11'13• 1 VA" 5'4" 0.024 14'4" 14'-8" 6'4" 0.030 15'-9" 15'-9• T -r 0.038 16'-11, 16'-11" T-9" 20 0.018 V -T` V-2• T-11" 0.024 11'-0" I V-0" 5'3" 0.030 12'-r 12'-7' 5-8- 0.038 13'-6" 13'4• V -2- -r25 25 0.018 TS T-6• 3'4" 0.024 9'-10" 9'-10" N-9• 0.030 11'4" 11'4' S 3" 0.038 12'-7' 12'-r 1 6-9" 30 0.018 V-9• 6-9" T -T` 0.024 9'-1• 9'-1" 4'4" 0.030 11'-0" 11'-0• T -O" 0.038 11'-10. 11'-10" 5'-4• 40 0.018 5'-11• 5'-11• 2'-9• 0.024 T-11• T-11 3'-9' 0.030 9'-r 9'-r 4'4• 0.038 10'-10. 17-10" 4'-10• 60 0.018 N-11' N-11 • 2'3• 0.024 6'-6' 6'4• T-1• 0.030 T-11" I T-11• 3'4" 0.038 74r 94" 4'3' TABLE 1.10 21/2• x tr ROOF PNL ALLOWABLE SPAN FOR COMMERCIAL STRUCTURES LIVE PANEL EXP. B EXPOSURE C MAX LOAD Y 70/90 70 90 OVER (PSF) (M) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 1r 20 0.016 r-11• V-11" r -r N-1' 1 8'-Q" 0.024 11'-0• I V -V 11'-r F-2- 0.032 1 12'-7' 12'-r 12'-r S4" 0.036 13'-1' 13'-1" 13'-1' 9-11• 25 0.01E r-0• 8'-0" r40' 3--g- 0.024 174• 10'4• 174' NAM 0.032 11'-8" 11'-8• 11'-6• 5•4" 0.036 12'-2" 12'-2• 17-r F4- 36 0.018 T4' T4" T4• 3'4' 0.024 9'4" 9'-8• 9'-6' 4'-7' 0.032 17-10• 10'-10" 17-10" S-0' 0.036 11'S 11'S 11'S F-2- 40 0.018 6'-6' rS 6-5' T -W 0.024 8'-4' 8'4• r4' 3'-11' 0.032 9'4' 9'4• 9-W 4'4• 0.036 17-0" 10'-0" 174" N-9- 60 0.018 S4" 5'4" 5'4" 2'-6• 0.024 6'-10' 6-10' 6'-10' 3'3' 0.032 T-10" T-10" T-10' 3'4" .0.036 r3" V-3" V-3' 7-11' TABLE 1.11 ALT. 2 12" x 12' ROOF PNL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANEL EXP. B EXPOSURE C MAX 70/90 70 90 LOAD Y OVER (PSF) (IN) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 20 0.018 V-2" 8'-2• T-11" 3--g- 1 8'-Q" 0.024 10'-11" 10'-11" 17-r 5'-1' 0.032 174" IT4r 17.6• 5'4' 0.038 13'4" 13'-6" 13'4r V-2' 25 0.018 T4" 7-4• T-4' T-6" 0.024 7-10• 9'-10" 7-10• N-9" 0.032 11'-8" 11'4" 11'4" 5'3' 0.038 12'-r 174" 12'-r 6-9' 30 0.018 6A• V-9" V-9" X-2" 0.024 9-0" 9'-0• V-0• N-4- 0.032 11'-0" 11'-0" 11'-0" 5'-0' 0.038 11'-10" 11'-10• 11'-10• 5'-4" 40 0.018 V-11" 5'-11" 5'-11" T-9" 0.024 T-11" T-11" T-11• 3'-9' o.o32 9-r CB -=r 9'-rZ -_4'-0" 0.038 10'-9" 10'-9" 10'-9" N-10' 60 0.018 N-11• N-11" N-11' 2'3• 0.024 6'4' 64• 6'4' T-1' 0.032 T-11• T-11• T-11' 3•-9" 0.038 7-0• 9'-0" 9'-0' 4'3' TABLE 1.12 PANEL TO PANEL FASTENING PANEL Y (IN) 910 SMS FASTENER SPACING WIND LOAD PATIO/EXP B EXPOSURE C 70 90 70 90 0.018 8' S 4-W 7-11" 0.024 11' S -T 6-6" 3-11" 0.032 14 6-W 8's 6-2" 0.036 14 6-8" 1 8' 6-2" 0.042 1 14 6r-8" 1 8'-Q" 6-2' TABLE 1.13 2.25"���� I -6.00"-i OA 2 1/2" x 6" ROOF PANEL 2.4641112.00 -"� © 2 1/2" X 12" ROOF PANEL 2.10" L F18.00"� © 2 1/2" X 18" ROOF PANEL 3.500" 12.00"-I OD 3 1/2" x 12" ROOF PANEL n 2. 375" T 12.00" R3 20LALTERNATE 2 1/2" x 12" ROOF PANEL t�. Amerimax BUR DING PRODUM, INC. 1140 ALL PRO DRIVE ELKHART, IN 46514 r 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES LIVE TRIS MAX OOLIbN SPACING FOR T CLOVERLEAF STEEL HEADER W ROLLFORMED C BEAM 10' ROLLFOR1+ED C BEAM 6" I SEAM 'Y 1 BEAM 8 1? ROLLFORMED HEADER ALASKAN EXT. HEADER 5 T? EXTRUDED HEADER TRIG LOAD WIOTH ATTACHED PATIO ON SLAB MAX CONS. FOOTER SIZE MNLTCONS.OOTER S� MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX . FOOTTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER S� MAX CONS FOORER S&M WIUSING 35 44 COUMN COUMNATTACHED COUMN FREE TTACHED COLLMI FREE ATTACHED COUM1 FREE ATTACHED COUMI FREE ATTACHED COLIMI FREE ATTACHED COUTAN FREE ATTACHED ALL • FREE ATTACHED COL :- - OTHERS SPAClIO SPACING SPACING SPACING FTR FTR MK SPACINGFTR MN SPACING FTR FTR MN FTR FTR MN SPACNG FTR FTR MN FTR FTR MN FTR . FM MNFTR FTR MN. MAX COL LNGTH ON V V V COL. V V COL. V V COL V V COL. V V COI. V V COI. V COI. 5d 10'�T SLAB TYPE M TYPE TYPE TYPE TYPE TYPE TYPE 70 MPH WINDSPEED 117 OR LESS 70 MPH WINDSPEED 1(7 OR LESS 1 W4r1T 18 A 4 5' 33` 10`11" 13'-T 11'4• 19 B 28'8" 25 25 C 34'-0•25 28 D S 6' 1 94" 11'4" 1(74" 20 B 26'8" 28 28 D 374' 27 27 D 8' T 94"RH4 1(7- 21 20 C 28'8" 27 27 D 38'3" 30 30 E 25'8" 27 27 D 3(7-4" 28 28 E 7 r21, 21 C 2s3" 28 28 D 34'8" 31 31 E 24'3" 28 28 D 29-0" 29 29 E9 T4"94" 21 21 C 24'3" 29 29 E 33'8" 32 32 E 23-4" 28 28 E 2T-11` 30 30 E1(7 8'-T9-0` 22 22 C 27-T 29 29 E 373" 33 33 E 278' 29 29 E 29-11" 31 31 E 10'8'-17' 4" 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 SB"22 22 C 21'-0" 30 30 E 30`-4" 34 34 E 21-2" 30 30 E 268' 32 32 E 17 13' S-1" 217-T 31 31 E 29'8" 35 35 E 20`-r 31 31 E 248• 33 33 E 13'14' 4' 9 19-5" 31 31 E 28'4" 35 35 E 2(7-1' 32 32 E 24'-1" 34 34 E 14' 16 4'8" 18'-9' 31 31 E 2T4" 38 36 E 198• 32 32 E 238" 34 34 E 15' 16' 19-7 32 32 E 28'-r 38 36 E' 193" 33 33 E 23'4" 34 34 E 18' 1 T 17--r 32 32 E 25'-10" 38 38 E 18'-10" 33 33 E 27-7" 35 35 E 17, 1T-1" 33 33 E 25'-1" 37 37 E 18'8" 33 33 E 27-2" 35 35 E 18' Z2120YI 168" 33 33 E 241-537 37 E 1B-7 34 34 E 21'4r 38 38 E 19 8'3"1 33 33 E 23'-10" 37 37 E 217 15'-10" 33 33 E 233 38 38 E 21' 70 MPH WINDSPEED 17 OR LESS 70 MPH WINDSPEED 17 OR LESS 10 If 16'-7-178` 1 173` 24 20 1 -1 ` 20 A 19- 28 23 16$' 25 21 4' 5' 13'3" 10'11" 13'-T 11'8" 24 21 B 28'8" 29 28 C 34'40" 30 29 D 9-1" 22 19 A 1 T-1(7' 25 24 C 14'4" 24 22 C S 8' 11'-T 9-1" 11'4" 1174" 23 21 B 29-W 29 29 D 37-0" 31 31 D 8'-1" 22 20 A 19-T 25 25 C 17-10" 24 22 C a T 9S T49" 98" 117-2" 22 22 C 23-r 31 29 D 34'-7" 34 33 E 268" 30 30 D 30`-4" 32 32 E T4" 21 20 A 15'-1' 25 25 C 11'-10" 23 23 C T 8' 8'3" 8-10' 8'4" 9-9" 23 23 C 27-1" 31 30 D 37-4" 34 34 E 24'3" 31 31 D 29-0" 33 33 E 8'-11" 21 20 B IN -1" 26 26 C 11'-0" 23 23 C 8' 9 T4" 6'-1" T4" 94" 24 24 C 217-10`' 30 30 D 30`8" 35 35 E 23'x• 32 32 E 2T-11" 33 33 E 8'-r 22 20 B IT -r 28 26- C 1(74' 24 24 C 9 1(7 8'-r S'S 8'9' 9-T 24 24 C 19-9" 31 31 D 28'-11" 35 35 E 274" 32 32 E 28'-11" 34 34 E W -T 22 21 B 17-T 27 27 C 94" 24 24 C 10` 11' W -T V-11" 8'-2" 8'-9" 24 24 C 18'-10" 31 31 D 27"-r 36 38 E 21'49' 34 34 E 26'-1' 35 35 E 11' 17 64" 4'-8" S$" 8'4" 25 25 C 18'-0" 32 32 E 26-5" 38 36 E 21'-7 35 35 E 26-4" 36 38 E 17 13' S-1" 6-7 1T-4" 33 33 E 25'-4" 37 37 E 217-r 34 34 E 24'8" 36 36 E 13' 14' 4'4" 4'-1(7' 168" 33 33 E 24'-5" 37 37 E 217-1" 35 35 E 2TAT 37 37 E 14' 15' 4'8• 16-1" 34 34 E 23'-r 38 38 E 198" 38 36 E 23'-1" 38 38 E 15' 18' 15'-7" 34 34 E 27-10" 38 38 E 19-7 36 36 E 274" 38 38 E 18' 17, 16-1" 34 34 E 27-7' 39 39 E 18'-r 38 36 E 21'8" 38 38 E 1T 18' 14'8" 34 34 E 21'4" 39 39 E 18'-1" 37 37 E 21'-T 39 39 E 18' 19 14'-4` 35 35 E 27-11" 39 39 E 1T -T 37 37 E 20`4' 39 39 E 19' 217 13'-11" 3535 E I' 40 40 E 20'21' 13'-r 35 35 E 19-11" 40 40 E 21' 90 MPH WINDSPEED 117 OR LESS 90 MPH WINDSPEED 117 OR LESS 10 4' 16'-7- 13'8' 1 r 173" 25 20 A 4 5' 13'3• 11711" 13'-T' 11'-4' 25 21 B 28'8" 31 29 C 34'-T 32 30 D S 6' 11'-0' 9-1" 11'4" 1174" 24 22 B 28'8" 30 30 D 37-0" 32 32 D 8 T 9S T4" 94" 1a-7 24 23 C 27-2" 30 30 D 37.8" 34 34 E 25'4' 31 31 D 374" 33 33 E T 8' 8'3" VAT 94" 9-B" 24 24 C 2(74B" 30 30 D 30`-5 35 35 E 24'3" 32 32 D 29-0" 34 34 E 8' 9 7-4" 6'-1" T4" 94' 25 25 C 19-7' 31 31 D 28'8" 35 35 E 2Y-4" 33 33 E 2T-11" 35 35 E B' 1(7 8'-r F -r 8'-9' 9.0" 25 25 C 18'4" 32 32 D 2T-7 38 36 E 274" 34 34 E 281-5" 36 36 E 1(7 11' V -T 4'-11" 8'-T 8'-9" 25 25 C 1T8" 32 32 D 26-11" 37 37 E 21'8' 34 34 E 26-7 37 37 E 11' 17 S$ 4'4" T -V' 8'8" 28 26 C 16-11" 33 33 D 24-10" 37 37 E 20'-9" 35 35 E 24'-2" 37 37 E 12 13' 6-1" 5'-2" 163" 33 33 E 23'-10• 38 38 E 19-11' 35 35 E 23'-7 38 38 E 13' 14' 4'49' 4' -IT 168" 34 34 E 27-11" 38 38 E 19-7 36 36 E 27-4" 38 38 E 14' 15' 4'4" 15'-7 34 34 E 27-7' 39 39 E 18'4" 38 38 E 21'-r 38 38 E 16 18' 14'8" 34 34 E 21'4" 39 39 E 1T-11" 37 37 E 20`-11" 39 39 E 18 1 T 14'3" 35 35 E 201-10`' 39 39 E IT -S" 37 37 E 2173" 39 39 E 1 T 18' 13'-10" 35 35 E 217-3" 40 40 E 18'-11" 37 37 E 198" 39 39 E 18' 19 13'-5" 36 36 E 19-8" 40 40 E 194' 38 38 E 19-7' 40 40 E 19 217 13'-1' 38 38 E 19-7' 41 41 E 217 21' 17-9" 37 37 E 18'49" 41 41 E 21' 90 MPH WINDSPEED 17 OR LESS 90 MPH WINDSPEED 17 OR LESS 10 4' 19- iY4r 1T 17-3" 27 23 A 17-1" 27 23 A 18'4` 30 26 C 15'-1` 28 21 B 4' 5' 13'3" 1(711" 13'-T' 11'4" 28 24 B 2T4" 32 32 C 37-X 33 33 D 94" 25 22 A 16'-7" 29 27 C 13'4` 27 22 B S 6 11'-0' 9-1" 1T-4" 1178" 26 25 B 25'-1" 33 33 D 29'-3" 35 35 D 8'-1" 25 23 A 15'-1" 28 28 C 174• 27 22 C 6' T 94" T-9' 9$' 1U-2' 28 26 C 19-1" 32 32 D 28'-0" 38 36 E 23'3• 34 34 D 2T-1" 36 36 D TB" 23 23 A 14'-0" 28 28 C IVS 26 23 C T 8' 8'3` VAT W-61 9-9" 26 26 C 1T-117' 32 32 D 28'-2" 37 37 E 21'-9" 34 34 D 25'-4" 36 36 D 6-11" 23 23 B 13'-1" 29 29 C 1a4' 26 23 C 8' 9 T-4" 6-1" 7*4" 94' 27 27 C 16-10" 33 33 D 24'8" 37 37 E 20`8" 35 35 D 23'-10" 37 37 E V -r 25 24 B 17-4" 30 30 C 10`-1' 28 24 C 9 117 T -r 5'-5" e'-9" 9-0" 27 27 C 15'-11" 33 33 D 23'S" 38 38 E 19-5" 36 36 D 278' 38 38 E 9-r 25 24 C 117 11' W -T 4'-11" 8'-2" 8'49' 28 28 C 15'3" 34 34 D 72'4" 39 39 E 1818" 36 38 D 21'-r 38 38 E 11' 17 54" 4'8" 6-W 8'4" 29 29 C 14'-r 35 35 D 21'-4" 39 39 E 1 T-9` 37 37 E 20`4" 39 39 E 17 13' 6-1" 5'-7 14'-T 35 35 D 2174" 40 40 E 1T-0` 37 37 E 19-1x' 39 39 E 13' 14' 4'-9" 4'-10" 13'4" 36 38 D 19-V 40 40 E 161-5" 38 38 E 19-1" 40 40 E 14' 15' 4'4" 13'-0" 36 36 D 19-1" 41 41 E 16-10• 38 38 E 18'-8" 41 41 E 1S 18' 17-r 36 38 E 18'-8" 42 42 E 164" 39 39 E 1T-11" 41 41 E 18' 1T 173" 37 37 E 17-11" 42 42 E 14'-11" 39 39 E 1T4" 42 42 E 1T 18' 11'-11" 37 37 E 18'-11" 42 42 E 14'8" 40 40 E 16'-10" 42 42 E 18' 19 11'-r 38 38 E 18'-8" 43 43 E 14'-1• 41 41 E 181-5" 43 43 E 19, 20` 11'3" 37 37 E 18'-7' 43 43 E 217 21' 11'-0" 38 38 E 15'-9" 43 43 E 2 1' 20 4 8'8' T-7 8'-11" 9-B" 25 21 C 8'4" 23 16 A 14'3" 28 24 C IV- 26 19 C 4' 5' 6-11" 644 T-1" 9-T 25 22 C 274" 31 30 E 28'-11" 32 31 E 6-9" 22 16 B 17-9" 27 25 C 117-0" 25 19 C S 8' S-9' 4'9" 5-11" 8'4" 25 23 C 27-11" 31 31 E 264' 33 33 E SS 22 17 B 11'8' 28 25 C 9-1" 25 21 C 6' T 4'-11" 5'-1" 6-1" 25 24 C 19-1" 32 32 E 2V -W 38 38 E 194" 32 32 E 23'4" 34 34 E S-1" 23 18 B 9-11" 25 25 C 8'-4" 25 21 C T 8' TB• 24 24 C 1T-10" 32 32 E 28'-7 37 37 E 18'-1" 33 33 E 21'-11" 35 35 E 4'S 23 18 B 8'4" 25 25 C TAT 23 21 C 8' 7 TS 25 25 C 18'-10" 33 33 E 24'-8" 37 37 E 1T-1" 34 34 E 2178" 38 36 E 0' 1(7 T -T 26 28 C 16-11" 33 33 E 2X -S' 38 38 E 18'-7 35 35 E 198" 37 37 E 10' 11' 8'-11' 28 28 C 15'3• 34 34 E 278" 39 39 E 16-5' 36 36 E 16-9' 38 38 E 11' 17 8'4" Z7 27 C 14'-T 35 35 E 21'-4" 39 39 E 14'-9' 38 38 E 1T-11" 39 39 E 17 13' 14'-0" 35 35 E 20`8" 40 40 E 14'-7 37 37 E 1 T3' 39 39 E 13' 14' 13'8" 38 38 E 1949" 40 40 E 13'8" 37 37 E 18'-7' 40 40 E 1 P 16 1 T -T 38 36 E 19-1" 41 41 E 13'-2' 38 38 E 1 W -T 41 41 E 15' 1g 17-r 36 36 E I 164" 42 42 F 17-9" 39 39 E 15'4" 42 42 E 18 S'-9" T- C 64r 22 15 B 17-9' 27 23 C 4' 6 S -r 4'-r S'49" 8'8• 25 22 C 217-r 30 29 E 2F -T 32 31 E S -T 22 16 B 11'4" 28 24 C S 8 4'8" 4'-B" T-10" 23 22 C 16-9' 30 30 E 27-V 32 32 E 6-1" 22 18 C 94" 25 24 C 8' r T4" 23 23 C 19-11 32 32 E 29-9" 35 35 E 1T4" 31 31 E 21'-1" 33 33 E T v T -T 24 24 C 1T-10" 32 32 E 25'-r 38 38 E 1V T 32 32 E 19'4r 34 34 E 6 9 9-10" 25 24 C 18'-10" 33 33 E 24'-r 37 37 E 164' 33 33 E 18'-7' 35 35 E 9 117 8'8` 25 25 D 16-11" 33 33 E 27S 38 38 F 14'4' 34 34 E 1T4r 36 36 E 10' 11' 8'4" 28 28 D 1s3• 34 34 E 274" 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 F 133" 36 35 E 18'-1" 38 38 E 17 IT 14'-0" 35 35 E 2174" 40 40 F 17-9' 38 38 E 168" 39 39 E 13' 14'174" 36 38 E 19-9" 1 40 40 F 173" 37 37 E 14'-11" 39 39 E 14' 1S 13'-0• 38 38 E 19-1" 41 41 F 11'-10` 37 37 E 14'4" 40 40 E 15' EQUIVALENT FOOTERS V M CON• NONCOK STRAINED STRAIIED 16 /6 111 20 20 22 21 b 22 24 23 28 24 27 25 20 20 31 27 33 28 35 20 38 30 38 31 - 30 32 40 33 41 34 43 35 44 36 48 37 47 36 48 TABLE 2.2 THIS TABLE MAY BE USED WITH COMMERCIAL, PATIO OR LATTICE STRUCTURES CSU I 1 I- �.vU NT� BUILDING DEPARTME&MI't" ij,®VED XMINIM"PRommuc 1140 ALL PRDIVE ELKHART, IN 46514 ICBG 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/'-6-0 .2.0 FREESTANDING AND ATTACHED PATIO ST LIVE TRIII MAX COLUMN LOAD WIDTH FOR SPACING rSWMESTEELHEADER_ ATTACHED PATIO MAX CONS. FOCITER SM ON SLAB COLIAIN FREE ATTACHED USING COLL" 'A' ALL SPACING --M- FTR -OrCOL —LNWH OTHERS v _' I = -7-r- -To- (FT) -7- ON SLAB (FT) w 4 6-10" NAT a, 641' 25 20 5 w -r If -IT ?'-I(r 23 21 a r -w 23 22 7 r -T 23 22 8 fr-V 23 23 9 6-W 25 24 10 w -T 25 25 11 Ir -T 26 25 12 5` -IT 26 25 13 14 1 4 74r 23-- IQ 5 T-7 23 21 a 6-w 23 21 7 v -s" 23 22 9-1" 23 23 5'-I(r 25 23 10 5`41' 25 24 11 5-T 28 25 12 1 64- 26 25_ 4 6'-r 23 is 5 T -T 23 20 6 5`-I(r 22 20 7 v -r 23 21 F -C 23 22 S -l" 25 23 V-11" 25 22 COLUMN SCHEDULE MA0X COL FOR ATTACHED PATIO COL — STRUCTURES HGHT A 0. a 2 4 - x 3 - �E ALLAR a X- -rjur- 8 0-032' x I Ilr SOUARE ALUM v -w SCROLL COLUMN a o.o7r x r SOU14kRE ALUM COLUMN IT -41' C r CLOVERLEAF ALM 0.04(r 17-4r D FLUTED COLLIMN ALUM. 0.002' 17-T E r CLOVERLEAF STEEL 0.04r iz-w F r sou4xE STEEL coLumN 12�T 0 4 SOLIARE STEEL COLUMN 174r H 5: SQUARE STEEL COLUMN 17-W J r SQUARE STEEL COLUMN 12--W CTURES r R=FORMED C BEAIM i1r ROLLFORMED C BEAM rlas,4m 7' 1 8 E.AM 0 112' ROLLFORMED HEADER ALASKAN EXTRUDED HEADER 5 IrT EXTRUDED HEADER TRIS MAX CONS. FOOTER SIZE I" CONS. ;;3�= MAX. CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SM MAX CON& FOOTER SIZE ' WIDTH UUMN FREE ATTACHED COLUMN FREE ATTACHED COLLIMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED Pam FTR FTR UK SPACING --Pg- —FfW' —AMW- SPACING FTR FTR MIN. SPACING FTR FTIR I MIN. SPACING FTR FTR &W SPACING --FW- FTR MIN.' SPACING -M- v COL. v v COL. v 1w COL v Itr COL. v V COL v V COL. v TYPE (M mo W TYPE (M TYPE (FT) (IN) (" TYPE (FT) (IN) TYPE (FT) C - C II'4r 26 22 C IY,� 25 18 19 1 C 1 4- IIr-I(r 30 28 E 27-117 31 30 E IV -101 n 15 C fr-r .25 C 9-2" ra C 5! C 31 1 r-21 30 30 E 2D` -IT 32 32 E V4r 22 15 C r -IT 23 22 C 7* -W 23 19 C v C 19-3' 31 E 2T-2" M ' M E I SP -1 1" 31 31 E 19-C 32 32 E C 17* -W 32 32 E 1IIII I- W` — I 6 -IT 23 1 20 C r I-IV " 32 E 19-1 34 34 E D 19-1cr 33 33 E =-I" 37 37 F Ir4r 33 33 E 1r -Cr 35 35 E D 16-7 34 34 E =4* 38 38 F lT4" 33 33 E 19-2" 35 35 E D I w -r 34 34 E 21'-r 38 38 F 174r 34 34 E 15!-r 38 38 F D IS` -r 35 35 E 21'-T 39 39 F IZ-7 35 35 E 11f4r. 37 37 F w-ltr 3s 38 E 2(r -S* 40 40 F ll* -W 38 36 E IV -2" 38 38 F 14'4r 1 37 37 F I IOP -V 40 40 F I l -r 38 38 E 174r 38 38 F C 164" 29 27 E IV -IT 30 29 E C 14�4 1" 29 29 E 1&-T 31 31 E D lv-r 30 3D E 22'-10' 33 33 F 17-10' 30 30 E 18'-V 32 32 E D 16-10, 31 31 E 21%1(r 34 34 F 17-11" 31 31 E 16-W 33 33 E D 1 T -r 32 32 E 21'-(r 35 35 F 17-2* 31 31 E 14'-l(r 33 33 F E 14'-V 33 33 F 2(Y -T 37 37 F 111-r 33 33 E 14' -Cr 34 34 F E 14�-r 34 34 F 19 -VI 37 37 F 111-T 33 33 F 1 T -S' 35 35 F E IYAT 34 34 - F 191-l" 38 38 F I(Y-7" 34 34 1 F lZ-I1r 35 - 35 F C D 13!-5" 28 27 E 1 ff-r 30 30 E D 17-3" 29 29 E 14*-I(r 31 31 F E 14'4r 31 31 E 1 9'-1 1" 35 35 F 1114, 30 30 E 17-W 33 33 F E 17-1cr 32 32 E 19-1" 38 38 F icr-r 32 32, F IZ-10' 34 *34 ' F E 1 T4" 34 34 E 1&-4 n 39 39 F Ify-T 33 33 F IZ-2" 38 36 F E 17-1cr 34 34 E Ir -9' 40 40 F V4r 34 34 F 1 V-5" 1 35 35 F COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTtSPAN STRUCTURES COLUMN NOTES E 8-.rMA)XCOLUMNHEIGHT F I I"WAX COLLAOIN LENGTH G 17 MAX COLUMN LENGTH H 17 MAX COLUMN LENGTH ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN W WAY BE REPLACED W/ B -J V MAY BE REPLACED W/ C -j, ETC. LINEAR INTERPOLATION FOR ALL CALCU LATIONS IS ALLOWED bGHELIULE OF MAX COLUMN SPACING. 1`00711 SIZE AND COLUMN TYPE FOR 0 APPLICATIONS LIVE I TRIB 0.036" x 3'. Ir HEADER I 0.04r. 3* 1 DOUBLE 0.032x 2x 6" HEADER LOAD WIDTH MAX CONS. S CONS. FOOTER SIZE MAX CONS. FOOTER SIZE COLUMN FT) FREE ATTACHED COLUM14 FREE ATTACHED FREE ATTACHED- ING FTR SPAM FTR FTR M. on FM I FM Mp, (m v m COL. COL. (F- I (" I (FT) TYPE (Im TYPE 70 A 90 MPH WINDSPEED LESSTKAN1Z 10 4'-T IZ-1 27 23 A IC -1" 28 24 B 1 T-3" 27 23 B 6-T I0`4r 26 23 13 1Z-7' 27 25 B 111-10" 28 24 a V -T VAT 25 24 B I 1'4r 28 25 C lop -91 26 25 B 7'-T 7-1" 25 25 B l(Y-7' 28 2e C lof-al 25 25 C 9-01 9-7 25 25 B IF -1 I" 2e 20 C SP4" 26 28 C op-cr 'r -T 25 25 a 74- 27 27 C 81-101, 28 28 C la -T 6`4r -- 25 25 B VAT 27 27 C 64" 27 27 C 20 f -W FF 25 20 8 la -2" 26 21 C Fr 25 21 C 6-T 9-10, 23 20 B 91-11, 25 22 C V -e" 25 22 C 9-01 S -r 22 20 8 W -T 25 23 C r-9 23 22 C r -T C-10" 23 20 B T4r 23 23 C 7* -r 23 23 C F -T 4-r 23 21 B fr-r 23 23 C V -r 23 23 C fy-()" &-T 25 23 C 64- 25 24 C I op -T 5!-S' 25 24 C T -r 1 25 24 C 25 4-T 6-11" 23 18 B 9-21 25 21 C W -r 25 20 C 6-T v -s" 22 19 B 6-71 25 22 C r -w 23 21 C W -T 4,-r 22 19 B T -T 23 22 C r-01 23 21 C r -T &-y' 23 22 C (F-6. 23 22 C V -T 58-5. 23 22 C T.91 23 22 C 91-T 4'-Ilr 25 22 C 6-7 25 23 C i(Y-T 'r -r 25 22 C 3D V -W 22 17 B 8-4" 25 20 C TAT 23 19 C T -T 4-r 22 18, B r4" 23 21 C 7* -(r 23 2D c &-17; * fr-l" 23 21 C v -S" 23 21 C r -(r 6-31 23 21 C &-r 23 21 C -- I I I I I 4'-r 1 ?3 1 71 1 r- If-icr 23 21 C 40 f:�T4'4" 22 16 T-11" 23 1 C V-101 23 is : I C S -IT 22 19 C 51 -or 22 1 C 60 4'-T' 22 19 r W-11* 22 19 C V�44r 22 is I -d-I 1. 22 Is I C 4'-T -�cc ,V4r 1 22 1 15 1 C I 'r -l' 1 23 1 20 1 C I T-7 1 23 1 is C Or -5- 23 Is I C GENERAL METHOD FOR USING THESE TABLES I CHOOSE FREESTANDING OR ATTACHED. COMM-CRCIAL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIDTH. OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUrARY WIDTH FROM TABLE 2.8 AND DRAWINGS ON 578M OF "STRUCTURAL CONFIGURATIONS-. 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2-5 THAT HAS ADEQUATE COLUMN SPAC4NG. 6 USE THE FOOTER SIZE SHOWN. 7 FOR 51NGLE SPAN ATTACHED PATIO. USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE QfC SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CDO4 DETAIL'Ae. 10 FIND THE APPROPRIATE DETAILS ON 97CDOI TO 97C003. FOR CONCRETE PAT70 SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMN"A"(&-cr OR iv -v) 8 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 2.1 CHOOSE A HEADER (rABLE 21 OR 2.5) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE 'Ir OR STRONGER (UNLESS USING COLUMN -A-) 9 FOLLOW STEP 8, 9 AND 10 ABOVE. TRI UTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG mnumr)Fn tipi Aw a�mffm�mnf PROJ'- ovakH—ANG (Fr) - (F_r)- 1 2 3 4 5 a 7 8 6 3 4 4 5 N/A NIA NIA NIA N/A 7 4 4 5 5 NIA NIA WA N/A NtA 8 4 5 5 6 NIA N/A N/A N/A 9 5 5 6 7 N/A NIA NIA N(A 10 5 6 6 7 7 8 NIA N/A N/A 11 6 6 7 7 8 a WA NIA N/A 12 6 7 7 8 8 9 9 NIA N/A 13 7 7 a 8 a 9 10 WA N/A 14 7 8 8 9 0 10 10 11 NIA 11i,5—_ =8- 8 9 9 10 10 11 11 WA 16 a 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 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 is 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 Is is 16 24 12 13 13 14 14 15 15 is 16 25 13 13 14 14 15 15 16 16 17 26 13 14 14 is 15 16 16 17 17 27 14 14 15 15 1: 16 17 17 18 28 14 15 15 16 1 1 7 17 16 18 29 15 15 16 is 17 17 18 18 19 30 15 18 16 17 17 1: 1: 1: 19 31 16 is 1 7 17 is 1 1 1 20 32 16 17 17 18 Is 19 19 20 20 33 17 17 18 is 19 19 20 20 21 34 17 18 18 19 le 20 2D 21 21 35 18 is 19 19 20 20 21 21 22 3e 18 19 19 20 20 21 21 22 22 37 19 19 20 2D 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 so 20 26 21 21 22 22 23 23 24 40 2D 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 42 - 21 - 22 - 22 - 23 - 23 . 24 . 24 . 25 , 25 Tms TABLE MAY BE USED FOR coiZERc;;L, PATIO OR LATTICE SMUCTURE S ICY ill 17 13' 14' 17 4' r Ir 0 dft^ �" "BMTECOU VILD111IG DEPARTME-k ELKHART, IN 46514 r -j 1 80 ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE rOR FREESTANDING AND ATTACHED PATIO STRUCTURES DATr- I I- I'— APPROVED COLUMN SCHEDULE MA0X COL FOR ATTACHED PATIO COL — STRUCTURES HGHT A 0. a 2 4 - x 3 - �E ALLAR a X- -rjur- 8 0-032' x I Ilr SOUARE ALUM v -w SCROLL COLUMN a o.o7r x r SOU14kRE ALUM COLUMN IT -41' C r CLOVERLEAF ALM 0.04(r 17-4r D FLUTED COLLIMN ALUM. 0.002' 17-T E r CLOVERLEAF STEEL 0.04r iz-w F r sou4xE STEEL coLumN 12�T 0 4 SOLIARE STEEL COLUMN 174r H 5: SQUARE STEEL COLUMN 17-W J r SQUARE STEEL COLUMN 12--W CTURES r R=FORMED C BEAIM i1r ROLLFORMED C BEAM rlas,4m 7' 1 8 E.AM 0 112' ROLLFORMED HEADER ALASKAN EXTRUDED HEADER 5 IrT EXTRUDED HEADER TRIS MAX CONS. FOOTER SIZE I" CONS. ;;3�= MAX. CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SM MAX CON& FOOTER SIZE ' WIDTH UUMN FREE ATTACHED COLUMN FREE ATTACHED COLLIMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED Pam FTR FTR UK SPACING --Pg- —FfW' —AMW- SPACING FTR FTR MIN. SPACING FTR FTIR I MIN. SPACING FTR FTR &W SPACING --FW- FTR MIN.' SPACING -M- v COL. v v COL. v 1w COL v Itr COL. v V COL v V COL. v TYPE (M mo W TYPE (M TYPE (FT) (IN) (" TYPE (FT) (IN) TYPE (FT) C - C II'4r 26 22 C IY,� 25 18 19 1 C 1 4- IIr-I(r 30 28 E 27-117 31 30 E IV -101 n 15 C fr-r .25 C 9-2" ra C 5! C 31 1 r-21 30 30 E 2D` -IT 32 32 E V4r 22 15 C r -IT 23 22 C 7* -W 23 19 C v C 19-3' 31 E 2T-2" M ' M E I SP -1 1" 31 31 E 19-C 32 32 E C 17* -W 32 32 E 1IIII I- W` — I 6 -IT 23 1 20 C r I-IV " 32 E 19-1 34 34 E D 19-1cr 33 33 E =-I" 37 37 F Ir4r 33 33 E 1r -Cr 35 35 E D 16-7 34 34 E =4* 38 38 F lT4" 33 33 E 19-2" 35 35 E D I w -r 34 34 E 21'-r 38 38 F 174r 34 34 E 15!-r 38 38 F D IS` -r 35 35 E 21'-T 39 39 F IZ-7 35 35 E 11f4r. 37 37 F w-ltr 3s 38 E 2(r -S* 40 40 F ll* -W 38 36 E IV -2" 38 38 F 14'4r 1 37 37 F I IOP -V 40 40 F I l -r 38 38 E 174r 38 38 F C 164" 29 27 E IV -IT 30 29 E C 14�4 1" 29 29 E 1&-T 31 31 E D lv-r 30 3D E 22'-10' 33 33 F 17-10' 30 30 E 18'-V 32 32 E D 16-10, 31 31 E 21%1(r 34 34 F 17-11" 31 31 E 16-W 33 33 E D 1 T -r 32 32 E 21'-(r 35 35 F 17-2* 31 31 E 14'-l(r 33 33 F E 14'-V 33 33 F 2(Y -T 37 37 F 111-r 33 33 E 14' -Cr 34 34 F E 14�-r 34 34 F 19 -VI 37 37 F 111-T 33 33 F 1 T -S' 35 35 F E IYAT 34 34 - F 191-l" 38 38 F I(Y-7" 34 34 1 F lZ-I1r 35 - 35 F C D 13!-5" 28 27 E 1 ff-r 30 30 E D 17-3" 29 29 E 14*-I(r 31 31 F E 14'4r 31 31 E 1 9'-1 1" 35 35 F 1114, 30 30 E 17-W 33 33 F E 17-1cr 32 32 E 19-1" 38 38 F icr-r 32 32, F IZ-10' 34 *34 ' F E 1 T4" 34 34 E 1&-4 n 39 39 F Ify-T 33 33 F IZ-2" 38 36 F E 17-1cr 34 34 E Ir -9' 40 40 F V4r 34 34 F 1 V-5" 1 35 35 F COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTtSPAN STRUCTURES COLUMN NOTES E 8-.rMA)XCOLUMNHEIGHT F I I"WAX COLLAOIN LENGTH G 17 MAX COLUMN LENGTH H 17 MAX COLUMN LENGTH ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN W WAY BE REPLACED W/ B -J V MAY BE REPLACED W/ C -j, ETC. LINEAR INTERPOLATION FOR ALL CALCU LATIONS IS ALLOWED bGHELIULE OF MAX COLUMN SPACING. 1`00711 SIZE AND COLUMN TYPE FOR 0 APPLICATIONS LIVE I TRIB 0.036" x 3'. Ir HEADER I 0.04r. 3* 1 DOUBLE 0.032x 2x 6" HEADER LOAD WIDTH MAX CONS. S CONS. FOOTER SIZE MAX CONS. FOOTER SIZE COLUMN FT) FREE ATTACHED COLUM14 FREE ATTACHED FREE ATTACHED- ING FTR SPAM FTR FTR M. on FM I FM Mp, (m v m COL. COL. (F- I (" I (FT) TYPE (Im TYPE 70 A 90 MPH WINDSPEED LESSTKAN1Z 10 4'-T IZ-1 27 23 A IC -1" 28 24 B 1 T-3" 27 23 B 6-T I0`4r 26 23 13 1Z-7' 27 25 B 111-10" 28 24 a V -T VAT 25 24 B I 1'4r 28 25 C lop -91 26 25 B 7'-T 7-1" 25 25 B l(Y-7' 28 2e C lof-al 25 25 C 9-01 9-7 25 25 B IF -1 I" 2e 20 C SP4" 26 28 C op-cr 'r -T 25 25 a 74- 27 27 C 81-101, 28 28 C la -T 6`4r -- 25 25 B VAT 27 27 C 64" 27 27 C 20 f -W FF 25 20 8 la -2" 26 21 C Fr 25 21 C 6-T 9-10, 23 20 B 91-11, 25 22 C V -e" 25 22 C 9-01 S -r 22 20 8 W -T 25 23 C r-9 23 22 C r -T C-10" 23 20 B T4r 23 23 C 7* -r 23 23 C F -T 4-r 23 21 B fr-r 23 23 C V -r 23 23 C fy-()" &-T 25 23 C 64- 25 24 C I op -T 5!-S' 25 24 C T -r 1 25 24 C 25 4-T 6-11" 23 18 B 9-21 25 21 C W -r 25 20 C 6-T v -s" 22 19 B 6-71 25 22 C r -w 23 21 C W -T 4,-r 22 19 B T -T 23 22 C r-01 23 21 C r -T &-y' 23 22 C (F-6. 23 22 C V -T 58-5. 23 22 C T.91 23 22 C 91-T 4'-Ilr 25 22 C 6-7 25 23 C i(Y-T 'r -r 25 22 C 3D V -W 22 17 B 8-4" 25 20 C TAT 23 19 C T -T 4-r 22 18, B r4" 23 21 C 7* -(r 23 2D c &-17; * fr-l" 23 21 C v -S" 23 21 C r -(r 6-31 23 21 C &-r 23 21 C -- I I I I I 4'-r 1 ?3 1 71 1 r- If-icr 23 21 C 40 f:�T4'4" 22 16 T-11" 23 1 C V-101 23 is : I C S -IT 22 19 C 51 -or 22 1 C 60 4'-T' 22 19 r W-11* 22 19 C V�44r 22 is I -d-I 1. 22 Is I C 4'-T -�cc ,V4r 1 22 1 15 1 C I 'r -l' 1 23 1 20 1 C I T-7 1 23 1 is C Or -5- 23 Is I C GENERAL METHOD FOR USING THESE TABLES I CHOOSE FREESTANDING OR ATTACHED. COMM-CRCIAL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIDTH. OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUrARY WIDTH FROM TABLE 2.8 AND DRAWINGS ON 578M OF "STRUCTURAL CONFIGURATIONS-. 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2-5 THAT HAS ADEQUATE COLUMN SPAC4NG. 6 USE THE FOOTER SIZE SHOWN. 7 FOR 51NGLE SPAN ATTACHED PATIO. USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE QfC SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CDO4 DETAIL'Ae. 10 FIND THE APPROPRIATE DETAILS ON 97CDOI TO 97C003. FOR CONCRETE PAT70 SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMN"A"(&-cr OR iv -v) 8 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 2.1 CHOOSE A HEADER (rABLE 21 OR 2.5) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE 'Ir OR STRONGER (UNLESS USING COLUMN -A-) 9 FOLLOW STEP 8, 9 AND 10 ABOVE. TRI UTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG mnumr)Fn tipi Aw a�mffm�mnf PROJ'- ovakH—ANG (Fr) - (F_r)- 1 2 3 4 5 a 7 8 6 3 4 4 5 N/A NIA NIA NIA N/A 7 4 4 5 5 NIA NIA WA N/A NtA 8 4 5 5 6 NIA N/A N/A N/A 9 5 5 6 7 N/A NIA NIA N(A 10 5 6 6 7 7 8 NIA N/A N/A 11 6 6 7 7 8 a WA NIA N/A 12 6 7 7 8 8 9 9 NIA N/A 13 7 7 a 8 a 9 10 WA N/A 14 7 8 8 9 0 10 10 11 NIA 11i,5—_ =8- 8 9 9 10 10 11 11 WA 16 a 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 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 is 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 Is is 16 24 12 13 13 14 14 15 15 is 16 25 13 13 14 14 15 15 16 16 17 26 13 14 14 is 15 16 16 17 17 27 14 14 15 15 1: 16 17 17 18 28 14 15 15 16 1 1 7 17 16 18 29 15 15 16 is 17 17 18 18 19 30 15 18 16 17 17 1: 1: 1: 19 31 16 is 1 7 17 is 1 1 1 20 32 16 17 17 18 Is 19 19 20 20 33 17 17 18 is 19 19 20 20 21 34 17 18 18 19 le 20 2D 21 21 35 18 is 19 19 20 20 21 21 22 3e 18 19 19 20 20 21 21 22 22 37 19 19 20 2D 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 so 20 26 21 21 22 22 23 23 24 40 2D 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 42 - 21 - 22 - 22 - 23 - 23 . 24 . 24 . 25 , 25 Tms TABLE MAY BE USED FOR coiZERc;;L, PATIO OR LATTICE SMUCTURE S ICY ill 17 13' 14' 17 4' r Ir 0 dft^ �" "BMTECOU VILD111IG DEPARTME-k ELKHART, IN 46514 r -j 1 80 ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE rOR FREESTANDING AND ATTACHED PATIO STRUCTURES DATr- I I- I'— APPROVED CTURES r R=FORMED C BEAIM i1r ROLLFORMED C BEAM rlas,4m 7' 1 8 E.AM 0 112' ROLLFORMED HEADER ALASKAN EXTRUDED HEADER 5 IrT EXTRUDED HEADER TRIS MAX CONS. FOOTER SIZE I" CONS. ;;3�= MAX. CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SM MAX CON& FOOTER SIZE ' WIDTH UUMN FREE ATTACHED COLUMN FREE ATTACHED COLLIMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED Pam FTR FTR UK SPACING --Pg- —FfW' —AMW- SPACING FTR FTR MIN. SPACING FTR FTIR I MIN. SPACING FTR FTR &W SPACING --FW- FTR MIN.' SPACING -M- v COL. v v COL. v 1w COL v Itr COL. v V COL v V COL. v TYPE (M mo W TYPE (M TYPE (FT) (IN) (" TYPE (FT) (IN) TYPE (FT) C - C II'4r 26 22 C IY,� 25 18 19 1 C 1 4- IIr-I(r 30 28 E 27-117 31 30 E IV -101 n 15 C fr-r .25 C 9-2" ra C 5! C 31 1 r-21 30 30 E 2D` -IT 32 32 E V4r 22 15 C r -IT 23 22 C 7* -W 23 19 C v C 19-3' 31 E 2T-2" M ' M E I SP -1 1" 31 31 E 19-C 32 32 E C 17* -W 32 32 E 1IIII I- W` — I 6 -IT 23 1 20 C r I-IV " 32 E 19-1 34 34 E D 19-1cr 33 33 E =-I" 37 37 F Ir4r 33 33 E 1r -Cr 35 35 E D 16-7 34 34 E =4* 38 38 F lT4" 33 33 E 19-2" 35 35 E D I w -r 34 34 E 21'-r 38 38 F 174r 34 34 E 15!-r 38 38 F D IS` -r 35 35 E 21'-T 39 39 F IZ-7 35 35 E 11f4r. 37 37 F w-ltr 3s 38 E 2(r -S* 40 40 F ll* -W 38 36 E IV -2" 38 38 F 14'4r 1 37 37 F I IOP -V 40 40 F I l -r 38 38 E 174r 38 38 F C 164" 29 27 E IV -IT 30 29 E C 14�4 1" 29 29 E 1&-T 31 31 E D lv-r 30 3D E 22'-10' 33 33 F 17-10' 30 30 E 18'-V 32 32 E D 16-10, 31 31 E 21%1(r 34 34 F 17-11" 31 31 E 16-W 33 33 E D 1 T -r 32 32 E 21'-(r 35 35 F 17-2* 31 31 E 14'-l(r 33 33 F E 14'-V 33 33 F 2(Y -T 37 37 F 111-r 33 33 E 14' -Cr 34 34 F E 14�-r 34 34 F 19 -VI 37 37 F 111-T 33 33 F 1 T -S' 35 35 F E IYAT 34 34 - F 191-l" 38 38 F I(Y-7" 34 34 1 F lZ-I1r 35 - 35 F C D 13!-5" 28 27 E 1 ff-r 30 30 E D 17-3" 29 29 E 14*-I(r 31 31 F E 14'4r 31 31 E 1 9'-1 1" 35 35 F 1114, 30 30 E 17-W 33 33 F E 17-1cr 32 32 E 19-1" 38 38 F icr-r 32 32, F IZ-10' 34 *34 ' F E 1 T4" 34 34 E 1&-4 n 39 39 F Ify-T 33 33 F IZ-2" 38 36 F E 17-1cr 34 34 E Ir -9' 40 40 F V4r 34 34 F 1 V-5" 1 35 35 F COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTtSPAN STRUCTURES COLUMN NOTES E 8-.rMA)XCOLUMNHEIGHT F I I"WAX COLLAOIN LENGTH G 17 MAX COLUMN LENGTH H 17 MAX COLUMN LENGTH ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN W WAY BE REPLACED W/ B -J V MAY BE REPLACED W/ C -j, ETC. LINEAR INTERPOLATION FOR ALL CALCU LATIONS IS ALLOWED bGHELIULE OF MAX COLUMN SPACING. 1`00711 SIZE AND COLUMN TYPE FOR 0 APPLICATIONS LIVE I TRIB 0.036" x 3'. Ir HEADER I 0.04r. 3* 1 DOUBLE 0.032x 2x 6" HEADER LOAD WIDTH MAX CONS. S CONS. FOOTER SIZE MAX CONS. FOOTER SIZE COLUMN FT) FREE ATTACHED COLUM14 FREE ATTACHED FREE ATTACHED- ING FTR SPAM FTR FTR M. on FM I FM Mp, (m v m COL. COL. (F- I (" I (FT) TYPE (Im TYPE 70 A 90 MPH WINDSPEED LESSTKAN1Z 10 4'-T IZ-1 27 23 A IC -1" 28 24 B 1 T-3" 27 23 B 6-T I0`4r 26 23 13 1Z-7' 27 25 B 111-10" 28 24 a V -T VAT 25 24 B I 1'4r 28 25 C lop -91 26 25 B 7'-T 7-1" 25 25 B l(Y-7' 28 2e C lof-al 25 25 C 9-01 9-7 25 25 B IF -1 I" 2e 20 C SP4" 26 28 C op-cr 'r -T 25 25 a 74- 27 27 C 81-101, 28 28 C la -T 6`4r -- 25 25 B VAT 27 27 C 64" 27 27 C 20 f -W FF 25 20 8 la -2" 26 21 C Fr 25 21 C 6-T 9-10, 23 20 B 91-11, 25 22 C V -e" 25 22 C 9-01 S -r 22 20 8 W -T 25 23 C r-9 23 22 C r -T C-10" 23 20 B T4r 23 23 C 7* -r 23 23 C F -T 4-r 23 21 B fr-r 23 23 C V -r 23 23 C fy-()" &-T 25 23 C 64- 25 24 C I op -T 5!-S' 25 24 C T -r 1 25 24 C 25 4-T 6-11" 23 18 B 9-21 25 21 C W -r 25 20 C 6-T v -s" 22 19 B 6-71 25 22 C r -w 23 21 C W -T 4,-r 22 19 B T -T 23 22 C r-01 23 21 C r -T &-y' 23 22 C (F-6. 23 22 C V -T 58-5. 23 22 C T.91 23 22 C 91-T 4'-Ilr 25 22 C 6-7 25 23 C i(Y-T 'r -r 25 22 C 3D V -W 22 17 B 8-4" 25 20 C TAT 23 19 C T -T 4-r 22 18, B r4" 23 21 C 7* -(r 23 2D c &-17; * fr-l" 23 21 C v -S" 23 21 C r -(r 6-31 23 21 C &-r 23 21 C -- I I I I I 4'-r 1 ?3 1 71 1 r- If-icr 23 21 C 40 f:�T4'4" 22 16 T-11" 23 1 C V-101 23 is : I C S -IT 22 19 C 51 -or 22 1 C 60 4'-T' 22 19 r W-11* 22 19 C V�44r 22 is I -d-I 1. 22 Is I C 4'-T -�cc ,V4r 1 22 1 15 1 C I 'r -l' 1 23 1 20 1 C I T-7 1 23 1 is C Or -5- 23 Is I C GENERAL METHOD FOR USING THESE TABLES I CHOOSE FREESTANDING OR ATTACHED. COMM-CRCIAL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIDTH. OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUrARY WIDTH FROM TABLE 2.8 AND DRAWINGS ON 578M OF "STRUCTURAL CONFIGURATIONS-. 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2-5 THAT HAS ADEQUATE COLUMN SPAC4NG. 6 USE THE FOOTER SIZE SHOWN. 7 FOR 51NGLE SPAN ATTACHED PATIO. USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE QfC SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CDO4 DETAIL'Ae. 10 FIND THE APPROPRIATE DETAILS ON 97CDOI TO 97C003. FOR CONCRETE PAT70 SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMN"A"(&-cr OR iv -v) 8 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 2.1 CHOOSE A HEADER (rABLE 21 OR 2.5) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE 'Ir OR STRONGER (UNLESS USING COLUMN -A-) 9 FOLLOW STEP 8, 9 AND 10 ABOVE. TRI UTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG mnumr)Fn tipi Aw a�mffm�mnf PROJ'- ovakH—ANG (Fr) - (F_r)- 1 2 3 4 5 a 7 8 6 3 4 4 5 N/A NIA NIA NIA N/A 7 4 4 5 5 NIA NIA WA N/A NtA 8 4 5 5 6 NIA N/A N/A N/A 9 5 5 6 7 N/A NIA NIA N(A 10 5 6 6 7 7 8 NIA N/A N/A 11 6 6 7 7 8 a WA NIA N/A 12 6 7 7 8 8 9 9 NIA N/A 13 7 7 a 8 a 9 10 WA N/A 14 7 8 8 9 0 10 10 11 NIA 11i,5—_ =8- 8 9 9 10 10 11 11 WA 16 a 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 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 is 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 Is is 16 24 12 13 13 14 14 15 15 is 16 25 13 13 14 14 15 15 16 16 17 26 13 14 14 is 15 16 16 17 17 27 14 14 15 15 1: 16 17 17 18 28 14 15 15 16 1 1 7 17 16 18 29 15 15 16 is 17 17 18 18 19 30 15 18 16 17 17 1: 1: 1: 19 31 16 is 1 7 17 is 1 1 1 20 32 16 17 17 18 Is 19 19 20 20 33 17 17 18 is 19 19 20 20 21 34 17 18 18 19 le 20 2D 21 21 35 18 is 19 19 20 20 21 21 22 3e 18 19 19 20 20 21 21 22 22 37 19 19 20 2D 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 so 20 26 21 21 22 22 23 23 24 40 2D 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 42 - 21 - 22 - 22 - 23 - 23 . 24 . 24 . 25 , 25 Tms TABLE MAY BE USED FOR coiZERc;;L, PATIO OR LATTICE SMUCTURE S ICY ill 17 13' 14' 17 4' r Ir 0 dft^ �" "BMTECOU VILD111IG DEPARTME-k ELKHART, IN 46514 r -j 1 80 ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE rOR FREESTANDING AND ATTACHED PATIO STRUCTURES DATr- I I- I'— APPROVED C - C II'4r 26 22 C IY,� 25 18 19 1 C 1 4- IIr-I(r 30 28 E 27-117 31 30 E IV -101 n 15 C fr-r .25 C 9-2" ra C 5! C 31 1 r-21 30 30 E 2D` -IT 32 32 E V4r 22 15 C r -IT 23 22 C 7* -W 23 19 C v C 19-3' 31 E 2T-2" M ' M E I SP -1 1" 31 31 E 19-C 32 32 E C 17* -W 32 32 E 1IIII I- W` — I 6 -IT 23 1 20 C r I-IV " 32 E 19-1 34 34 E D 19-1cr 33 33 E =-I" 37 37 F Ir4r 33 33 E 1r -Cr 35 35 E D 16-7 34 34 E =4* 38 38 F lT4" 33 33 E 19-2" 35 35 E D I w -r 34 34 E 21'-r 38 38 F 174r 34 34 E 15!-r 38 38 F D IS` -r 35 35 E 21'-T 39 39 F IZ-7 35 35 E 11f4r. 37 37 F w-ltr 3s 38 E 2(r -S* 40 40 F ll* -W 38 36 E IV -2" 38 38 F 14'4r 1 37 37 F I IOP -V 40 40 F I l -r 38 38 E 174r 38 38 F C 164" 29 27 E IV -IT 30 29 E C 14�4 1" 29 29 E 1&-T 31 31 E D lv-r 30 3D E 22'-10' 33 33 F 17-10' 30 30 E 18'-V 32 32 E D 16-10, 31 31 E 21%1(r 34 34 F 17-11" 31 31 E 16-W 33 33 E D 1 T -r 32 32 E 21'-(r 35 35 F 17-2* 31 31 E 14'-l(r 33 33 F E 14'-V 33 33 F 2(Y -T 37 37 F 111-r 33 33 E 14' -Cr 34 34 F E 14�-r 34 34 F 19 -VI 37 37 F 111-T 33 33 F 1 T -S' 35 35 F E IYAT 34 34 - F 191-l" 38 38 F I(Y-7" 34 34 1 F lZ-I1r 35 - 35 F C D 13!-5" 28 27 E 1 ff-r 30 30 E D 17-3" 29 29 E 14*-I(r 31 31 F E 14'4r 31 31 E 1 9'-1 1" 35 35 F 1114, 30 30 E 17-W 33 33 F E 17-1cr 32 32 E 19-1" 38 38 F icr-r 32 32, F IZ-10' 34 *34 ' F E 1 T4" 34 34 E 1&-4 n 39 39 F Ify-T 33 33 F IZ-2" 38 36 F E 17-1cr 34 34 E Ir -9' 40 40 F V4r 34 34 F 1 V-5" 1 35 35 F COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTtSPAN STRUCTURES COLUMN NOTES E 8-.rMA)XCOLUMNHEIGHT F I I"WAX COLLAOIN LENGTH G 17 MAX COLUMN LENGTH H 17 MAX COLUMN LENGTH ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN W WAY BE REPLACED W/ B -J V MAY BE REPLACED W/ C -j, ETC. LINEAR INTERPOLATION FOR ALL CALCU LATIONS IS ALLOWED bGHELIULE OF MAX COLUMN SPACING. 1`00711 SIZE AND COLUMN TYPE FOR 0 APPLICATIONS LIVE I TRIB 0.036" x 3'. Ir HEADER I 0.04r. 3* 1 DOUBLE 0.032x 2x 6" HEADER LOAD WIDTH MAX CONS. S CONS. FOOTER SIZE MAX CONS. FOOTER SIZE COLUMN FT) FREE ATTACHED COLUM14 FREE ATTACHED FREE ATTACHED- ING FTR SPAM FTR FTR M. on FM I FM Mp, (m v m COL. COL. (F- I (" I (FT) TYPE (Im TYPE 70 A 90 MPH WINDSPEED LESSTKAN1Z 10 4'-T IZ-1 27 23 A IC -1" 28 24 B 1 T-3" 27 23 B 6-T I0`4r 26 23 13 1Z-7' 27 25 B 111-10" 28 24 a V -T VAT 25 24 B I 1'4r 28 25 C lop -91 26 25 B 7'-T 7-1" 25 25 B l(Y-7' 28 2e C lof-al 25 25 C 9-01 9-7 25 25 B IF -1 I" 2e 20 C SP4" 26 28 C op-cr 'r -T 25 25 a 74- 27 27 C 81-101, 28 28 C la -T 6`4r -- 25 25 B VAT 27 27 C 64" 27 27 C 20 f -W FF 25 20 8 la -2" 26 21 C Fr 25 21 C 6-T 9-10, 23 20 B 91-11, 25 22 C V -e" 25 22 C 9-01 S -r 22 20 8 W -T 25 23 C r-9 23 22 C r -T C-10" 23 20 B T4r 23 23 C 7* -r 23 23 C F -T 4-r 23 21 B fr-r 23 23 C V -r 23 23 C fy-()" &-T 25 23 C 64- 25 24 C I op -T 5!-S' 25 24 C T -r 1 25 24 C 25 4-T 6-11" 23 18 B 9-21 25 21 C W -r 25 20 C 6-T v -s" 22 19 B 6-71 25 22 C r -w 23 21 C W -T 4,-r 22 19 B T -T 23 22 C r-01 23 21 C r -T &-y' 23 22 C (F-6. 23 22 C V -T 58-5. 23 22 C T.91 23 22 C 91-T 4'-Ilr 25 22 C 6-7 25 23 C i(Y-T 'r -r 25 22 C 3D V -W 22 17 B 8-4" 25 20 C TAT 23 19 C T -T 4-r 22 18, B r4" 23 21 C 7* -(r 23 2D c &-17; * fr-l" 23 21 C v -S" 23 21 C r -(r 6-31 23 21 C &-r 23 21 C -- I I I I I 4'-r 1 ?3 1 71 1 r- If-icr 23 21 C 40 f:�T4'4" 22 16 T-11" 23 1 C V-101 23 is : I C S -IT 22 19 C 51 -or 22 1 C 60 4'-T' 22 19 r W-11* 22 19 C V�44r 22 is I -d-I 1. 22 Is I C 4'-T -�cc ,V4r 1 22 1 15 1 C I 'r -l' 1 23 1 20 1 C I T-7 1 23 1 is C Or -5- 23 Is I C GENERAL METHOD FOR USING THESE TABLES I CHOOSE FREESTANDING OR ATTACHED. COMM-CRCIAL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIDTH. OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUrARY WIDTH FROM TABLE 2.8 AND DRAWINGS ON 578M OF "STRUCTURAL CONFIGURATIONS-. 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2-5 THAT HAS ADEQUATE COLUMN SPAC4NG. 6 USE THE FOOTER SIZE SHOWN. 7 FOR 51NGLE SPAN ATTACHED PATIO. USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE QfC SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CDO4 DETAIL'Ae. 10 FIND THE APPROPRIATE DETAILS ON 97CDOI TO 97C003. FOR CONCRETE PAT70 SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMN"A"(&-cr OR iv -v) 8 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 2.1 CHOOSE A HEADER (rABLE 21 OR 2.5) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE 'Ir OR STRONGER (UNLESS USING COLUMN -A-) 9 FOLLOW STEP 8, 9 AND 10 ABOVE. TRI UTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG mnumr)Fn tipi Aw a�mffm�mnf PROJ'- ovakH—ANG (Fr) - (F_r)- 1 2 3 4 5 a 7 8 6 3 4 4 5 N/A NIA NIA NIA N/A 7 4 4 5 5 NIA NIA WA N/A NtA 8 4 5 5 6 NIA N/A N/A N/A 9 5 5 6 7 N/A NIA NIA N(A 10 5 6 6 7 7 8 NIA N/A N/A 11 6 6 7 7 8 a WA NIA N/A 12 6 7 7 8 8 9 9 NIA N/A 13 7 7 a 8 a 9 10 WA N/A 14 7 8 8 9 0 10 10 11 NIA 11i,5—_ =8- 8 9 9 10 10 11 11 WA 16 a 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 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 is 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 Is is 16 24 12 13 13 14 14 15 15 is 16 25 13 13 14 14 15 15 16 16 17 26 13 14 14 is 15 16 16 17 17 27 14 14 15 15 1: 16 17 17 18 28 14 15 15 16 1 1 7 17 16 18 29 15 15 16 is 17 17 18 18 19 30 15 18 16 17 17 1: 1: 1: 19 31 16 is 1 7 17 is 1 1 1 20 32 16 17 17 18 Is 19 19 20 20 33 17 17 18 is 19 19 20 20 21 34 17 18 18 19 le 20 2D 21 21 35 18 is 19 19 20 20 21 21 22 3e 18 19 19 20 20 21 21 22 22 37 19 19 20 2D 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 so 20 26 21 21 22 22 23 23 24 40 2D 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 42 - 21 - 22 - 22 - 23 - 23 . 24 . 24 . 25 , 25 Tms TABLE MAY BE USED FOR coiZERc;;L, PATIO OR LATTICE SMUCTURE S ICY ill 17 13' 14' 17 4' r Ir 0 dft^ �" "BMTECOU VILD111IG DEPARTME-k ELKHART, IN 46514 r -j 1 80 ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE rOR FREESTANDING AND ATTACHED PATIO STRUCTURES DATr- I I- I'— APPROVED COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTtSPAN STRUCTURES COLUMN NOTES E 8-.rMA)XCOLUMNHEIGHT F I I"WAX COLLAOIN LENGTH G 17 MAX COLUMN LENGTH H 17 MAX COLUMN LENGTH ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN W WAY BE REPLACED W/ B -J V MAY BE REPLACED W/ C -j, ETC. LINEAR INTERPOLATION FOR ALL CALCU LATIONS IS ALLOWED bGHELIULE OF MAX COLUMN SPACING. 1`00711 SIZE AND COLUMN TYPE FOR 0 APPLICATIONS LIVE I TRIB 0.036" x 3'. Ir HEADER I 0.04r. 3* 1 DOUBLE 0.032x 2x 6" HEADER LOAD WIDTH MAX CONS. S CONS. FOOTER SIZE MAX CONS. FOOTER SIZE COLUMN FT) FREE ATTACHED COLUM14 FREE ATTACHED FREE ATTACHED- ING FTR SPAM FTR FTR M. on FM I FM Mp, (m v m COL. COL. (F- I (" I (FT) TYPE (Im TYPE 70 A 90 MPH WINDSPEED LESSTKAN1Z 10 4'-T IZ-1 27 23 A IC -1" 28 24 B 1 T-3" 27 23 B 6-T I0`4r 26 23 13 1Z-7' 27 25 B 111-10" 28 24 a V -T VAT 25 24 B I 1'4r 28 25 C lop -91 26 25 B 7'-T 7-1" 25 25 B l(Y-7' 28 2e C lof-al 25 25 C 9-01 9-7 25 25 B IF -1 I" 2e 20 C SP4" 26 28 C op-cr 'r -T 25 25 a 74- 27 27 C 81-101, 28 28 C la -T 6`4r -- 25 25 B VAT 27 27 C 64" 27 27 C 20 f -W FF 25 20 8 la -2" 26 21 C Fr 25 21 C 6-T 9-10, 23 20 B 91-11, 25 22 C V -e" 25 22 C 9-01 S -r 22 20 8 W -T 25 23 C r-9 23 22 C r -T C-10" 23 20 B T4r 23 23 C 7* -r 23 23 C F -T 4-r 23 21 B fr-r 23 23 C V -r 23 23 C fy-()" &-T 25 23 C 64- 25 24 C I op -T 5!-S' 25 24 C T -r 1 25 24 C 25 4-T 6-11" 23 18 B 9-21 25 21 C W -r 25 20 C 6-T v -s" 22 19 B 6-71 25 22 C r -w 23 21 C W -T 4,-r 22 19 B T -T 23 22 C r-01 23 21 C r -T &-y' 23 22 C (F-6. 23 22 C V -T 58-5. 23 22 C T.91 23 22 C 91-T 4'-Ilr 25 22 C 6-7 25 23 C i(Y-T 'r -r 25 22 C 3D V -W 22 17 B 8-4" 25 20 C TAT 23 19 C T -T 4-r 22 18, B r4" 23 21 C 7* -(r 23 2D c &-17; * fr-l" 23 21 C v -S" 23 21 C r -(r 6-31 23 21 C &-r 23 21 C -- I I I I I 4'-r 1 ?3 1 71 1 r- If-icr 23 21 C 40 f:�T4'4" 22 16 T-11" 23 1 C V-101 23 is : I C S -IT 22 19 C 51 -or 22 1 C 60 4'-T' 22 19 r W-11* 22 19 C V�44r 22 is I -d-I 1. 22 Is I C 4'-T -�cc ,V4r 1 22 1 15 1 C I 'r -l' 1 23 1 20 1 C I T-7 1 23 1 is C Or -5- 23 Is I C GENERAL METHOD FOR USING THESE TABLES I CHOOSE FREESTANDING OR ATTACHED. COMM-CRCIAL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIDTH. OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUrARY WIDTH FROM TABLE 2.8 AND DRAWINGS ON 578M OF "STRUCTURAL CONFIGURATIONS-. 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2-5 THAT HAS ADEQUATE COLUMN SPAC4NG. 6 USE THE FOOTER SIZE SHOWN. 7 FOR 51NGLE SPAN ATTACHED PATIO. USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE QfC SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CDO4 DETAIL'Ae. 10 FIND THE APPROPRIATE DETAILS ON 97CDOI TO 97C003. FOR CONCRETE PAT70 SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMN"A"(&-cr OR iv -v) 8 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 2.1 CHOOSE A HEADER (rABLE 21 OR 2.5) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE 'Ir OR STRONGER (UNLESS USING COLUMN -A-) 9 FOLLOW STEP 8, 9 AND 10 ABOVE. TRI UTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG mnumr)Fn tipi Aw a�mffm�mnf PROJ'- ovakH—ANG (Fr) - (F_r)- 1 2 3 4 5 a 7 8 6 3 4 4 5 N/A NIA NIA NIA N/A 7 4 4 5 5 NIA NIA WA N/A NtA 8 4 5 5 6 NIA N/A N/A N/A 9 5 5 6 7 N/A NIA NIA N(A 10 5 6 6 7 7 8 NIA N/A N/A 11 6 6 7 7 8 a WA NIA N/A 12 6 7 7 8 8 9 9 NIA N/A 13 7 7 a 8 a 9 10 WA N/A 14 7 8 8 9 0 10 10 11 NIA 11i,5—_ =8- 8 9 9 10 10 11 11 WA 16 a 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 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 is 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 Is is 16 24 12 13 13 14 14 15 15 is 16 25 13 13 14 14 15 15 16 16 17 26 13 14 14 is 15 16 16 17 17 27 14 14 15 15 1: 16 17 17 18 28 14 15 15 16 1 1 7 17 16 18 29 15 15 16 is 17 17 18 18 19 30 15 18 16 17 17 1: 1: 1: 19 31 16 is 1 7 17 is 1 1 1 20 32 16 17 17 18 Is 19 19 20 20 33 17 17 18 is 19 19 20 20 21 34 17 18 18 19 le 20 2D 21 21 35 18 is 19 19 20 20 21 21 22 3e 18 19 19 20 20 21 21 22 22 37 19 19 20 2D 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 so 20 26 21 21 22 22 23 23 24 40 2D 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 42 - 21 - 22 - 22 - 23 - 23 . 24 . 24 . 25 , 25 Tms TABLE MAY BE USED FOR coiZERc;;L, PATIO OR LATTICE SMUCTURE S ICY ill 17 13' 14' 17 4' r Ir 0 dft^ �" "BMTECOU VILD111IG DEPARTME-k ELKHART, IN 46514 r -j 1 80 ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE rOR FREESTANDING AND ATTACHED PATIO STRUCTURES DATr- I I- I'— APPROVED ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN W WAY BE REPLACED W/ B -J V MAY BE REPLACED W/ C -j, ETC. LINEAR INTERPOLATION FOR ALL CALCU LATIONS IS ALLOWED bGHELIULE OF MAX COLUMN SPACING. 1`00711 SIZE AND COLUMN TYPE FOR 0 APPLICATIONS LIVE I TRIB 0.036" x 3'. Ir HEADER I 0.04r. 3* 1 DOUBLE 0.032x 2x 6" HEADER LOAD WIDTH MAX CONS. S CONS. FOOTER SIZE MAX CONS. FOOTER SIZE COLUMN FT) FREE ATTACHED COLUM14 FREE ATTACHED FREE ATTACHED- ING FTR SPAM FTR FTR M. on FM I FM Mp, (m v m COL. COL. (F- I (" I (FT) TYPE (Im TYPE 70 A 90 MPH WINDSPEED LESSTKAN1Z 10 4'-T IZ-1 27 23 A IC -1" 28 24 B 1 T-3" 27 23 B 6-T I0`4r 26 23 13 1Z-7' 27 25 B 111-10" 28 24 a V -T VAT 25 24 B I 1'4r 28 25 C lop -91 26 25 B 7'-T 7-1" 25 25 B l(Y-7' 28 2e C lof-al 25 25 C 9-01 9-7 25 25 B IF -1 I" 2e 20 C SP4" 26 28 C op-cr 'r -T 25 25 a 74- 27 27 C 81-101, 28 28 C la -T 6`4r -- 25 25 B VAT 27 27 C 64" 27 27 C 20 f -W FF 25 20 8 la -2" 26 21 C Fr 25 21 C 6-T 9-10, 23 20 B 91-11, 25 22 C V -e" 25 22 C 9-01 S -r 22 20 8 W -T 25 23 C r-9 23 22 C r -T C-10" 23 20 B T4r 23 23 C 7* -r 23 23 C F -T 4-r 23 21 B fr-r 23 23 C V -r 23 23 C fy-()" &-T 25 23 C 64- 25 24 C I op -T 5!-S' 25 24 C T -r 1 25 24 C 25 4-T 6-11" 23 18 B 9-21 25 21 C W -r 25 20 C 6-T v -s" 22 19 B 6-71 25 22 C r -w 23 21 C W -T 4,-r 22 19 B T -T 23 22 C r-01 23 21 C r -T &-y' 23 22 C (F-6. 23 22 C V -T 58-5. 23 22 C T.91 23 22 C 91-T 4'-Ilr 25 22 C 6-7 25 23 C i(Y-T 'r -r 25 22 C 3D V -W 22 17 B 8-4" 25 20 C TAT 23 19 C T -T 4-r 22 18, B r4" 23 21 C 7* -(r 23 2D c &-17; * fr-l" 23 21 C v -S" 23 21 C r -(r 6-31 23 21 C &-r 23 21 C -- I I I I I 4'-r 1 ?3 1 71 1 r- If-icr 23 21 C 40 f:�T4'4" 22 16 T-11" 23 1 C V-101 23 is : I C S -IT 22 19 C 51 -or 22 1 C 60 4'-T' 22 19 r W-11* 22 19 C V�44r 22 is I -d-I 1. 22 Is I C 4'-T -�cc ,V4r 1 22 1 15 1 C I 'r -l' 1 23 1 20 1 C I T-7 1 23 1 is C Or -5- 23 Is I C GENERAL METHOD FOR USING THESE TABLES I CHOOSE FREESTANDING OR ATTACHED. COMM-CRCIAL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIDTH. OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUrARY WIDTH FROM TABLE 2.8 AND DRAWINGS ON 578M OF "STRUCTURAL CONFIGURATIONS-. 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2-5 THAT HAS ADEQUATE COLUMN SPAC4NG. 6 USE THE FOOTER SIZE SHOWN. 7 FOR 51NGLE SPAN ATTACHED PATIO. USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE QfC SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CDO4 DETAIL'Ae. 10 FIND THE APPROPRIATE DETAILS ON 97CDOI TO 97C003. FOR CONCRETE PAT70 SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMN"A"(&-cr OR iv -v) 8 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 2.1 CHOOSE A HEADER (rABLE 21 OR 2.5) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE 'Ir OR STRONGER (UNLESS USING COLUMN -A-) 9 FOLLOW STEP 8, 9 AND 10 ABOVE. TRI UTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG mnumr)Fn tipi Aw a�mffm�mnf PROJ'- ovakH—ANG (Fr) - (F_r)- 1 2 3 4 5 a 7 8 6 3 4 4 5 N/A NIA NIA NIA N/A 7 4 4 5 5 NIA NIA WA N/A NtA 8 4 5 5 6 NIA N/A N/A N/A 9 5 5 6 7 N/A NIA NIA N(A 10 5 6 6 7 7 8 NIA N/A N/A 11 6 6 7 7 8 a WA NIA N/A 12 6 7 7 8 8 9 9 NIA N/A 13 7 7 a 8 a 9 10 WA N/A 14 7 8 8 9 0 10 10 11 NIA 11i,5—_ =8- 8 9 9 10 10 11 11 WA 16 a 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 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 is 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 Is is 16 24 12 13 13 14 14 15 15 is 16 25 13 13 14 14 15 15 16 16 17 26 13 14 14 is 15 16 16 17 17 27 14 14 15 15 1: 16 17 17 18 28 14 15 15 16 1 1 7 17 16 18 29 15 15 16 is 17 17 18 18 19 30 15 18 16 17 17 1: 1: 1: 19 31 16 is 1 7 17 is 1 1 1 20 32 16 17 17 18 Is 19 19 20 20 33 17 17 18 is 19 19 20 20 21 34 17 18 18 19 le 20 2D 21 21 35 18 is 19 19 20 20 21 21 22 3e 18 19 19 20 20 21 21 22 22 37 19 19 20 2D 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 so 20 26 21 21 22 22 23 23 24 40 2D 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 42 - 21 - 22 - 22 - 23 - 23 . 24 . 24 . 25 , 25 Tms TABLE MAY BE USED FOR coiZERc;;L, PATIO OR LATTICE SMUCTURE S ICY ill 17 13' 14' 17 4' r Ir 0 dft^ �" "BMTECOU VILD111IG DEPARTME-k ELKHART, IN 46514 r -j 1 80 ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE rOR FREESTANDING AND ATTACHED PATIO STRUCTURES DATr- I I- I'— APPROVED ,V4r 1 22 1 15 1 C I 'r -l' 1 23 1 20 1 C I T-7 1 23 1 is C Or -5- 23 Is I C GENERAL METHOD FOR USING THESE TABLES I CHOOSE FREESTANDING OR ATTACHED. COMM-CRCIAL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIDTH. OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUrARY WIDTH FROM TABLE 2.8 AND DRAWINGS ON 578M OF "STRUCTURAL CONFIGURATIONS-. 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2-5 THAT HAS ADEQUATE COLUMN SPAC4NG. 6 USE THE FOOTER SIZE SHOWN. 7 FOR 51NGLE SPAN ATTACHED PATIO. USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE QfC SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CDO4 DETAIL'Ae. 10 FIND THE APPROPRIATE DETAILS ON 97CDOI TO 97C003. FOR CONCRETE PAT70 SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMN"A"(&-cr OR iv -v) 8 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 2.1 CHOOSE A HEADER (rABLE 21 OR 2.5) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE 'Ir OR STRONGER (UNLESS USING COLUMN -A-) 9 FOLLOW STEP 8, 9 AND 10 ABOVE. TRI UTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND OVERHANG mnumr)Fn tipi Aw a�mffm�mnf PROJ'- ovakH—ANG (Fr) - (F_r)- 1 2 3 4 5 a 7 8 6 3 4 4 5 N/A NIA NIA NIA N/A 7 4 4 5 5 NIA NIA WA N/A NtA 8 4 5 5 6 NIA N/A N/A N/A 9 5 5 6 7 N/A NIA NIA N(A 10 5 6 6 7 7 8 NIA N/A N/A 11 6 6 7 7 8 a WA NIA N/A 12 6 7 7 8 8 9 9 NIA N/A 13 7 7 a 8 a 9 10 WA N/A 14 7 8 8 9 0 10 10 11 NIA 11i,5—_ =8- 8 9 9 10 10 11 11 WA 16 a 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 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 is 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 Is is 16 24 12 13 13 14 14 15 15 is 16 25 13 13 14 14 15 15 16 16 17 26 13 14 14 is 15 16 16 17 17 27 14 14 15 15 1: 16 17 17 18 28 14 15 15 16 1 1 7 17 16 18 29 15 15 16 is 17 17 18 18 19 30 15 18 16 17 17 1: 1: 1: 19 31 16 is 1 7 17 is 1 1 1 20 32 16 17 17 18 Is 19 19 20 20 33 17 17 18 is 19 19 20 20 21 34 17 18 18 19 le 20 2D 21 21 35 18 is 19 19 20 20 21 21 22 3e 18 19 19 20 20 21 21 22 22 37 19 19 20 2D 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 so 20 26 21 21 22 22 23 23 24 40 2D 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 42 - 21 - 22 - 22 - 23 - 23 . 24 . 24 . 25 , 25 Tms TABLE MAY BE USED FOR coiZERc;;L, PATIO OR LATTICE SMUCTURE S ICY ill 17 13' 14' 17 4' r Ir 0 dft^ �" "BMTECOU VILD111IG DEPARTME-k ELKHART, IN 46514 r -j 1 80 ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE rOR FREESTANDING AND ATTACHED PATIO STRUCTURES DATr- I I- I'— APPROVED Tms TABLE MAY BE USED FOR coiZERc;;L, PATIO OR LATTICE SMUCTURE S ICY ill 17 13' 14' 17 4' r Ir 0 dft^ �" "BMTECOU VILD111IG DEPARTME-k ELKHART, IN 46514 r -j 1 80 ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE rOR FREESTANDING AND ATTACHED PATIO STRUCTURES DATr- I I- I'— APPROVED 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES LVE LOAD TRIS•' WIDTHf-SPAOINEGFOOTER I BEAM 7,1 BEAM 10* 1 SEAM LIVE LOAD TRIS WIDTH ,' CLOVERLEAF STEEL HEADER B' STEEL C BEAN 1 O' BTEEL C SEAM TRIB WIDTH 31 . FOOTER SIZE MAXOCCIONS. FOOTER SGS MAX GOWMN SPACINGFTR SIZE MAIL COLUMN SPACING CONS. FOOTER SIZE MAX CANS. FOOTER SIZE MAX COLUMN SPACING CONS. FOOTER SIZE TANDING ATT COLUMNTANDING 25 ATT 253" ATT FREESTANDING ATT COLUMN FREESTANDIN11: 34'-8" FREESTANDING ATT '1T IN FTR 'd I SPACINGR -( FTR 'd M "d FOOTER � I COLUMN HEIGHTS BT 11' 15 1B FTR 'd SPACING FOOTER 'd I 26 FOOTER "d IN FTR "d IN HEIGHTS 19 18 HEIGHTS 1S 18 ' COLUMN HEIGH 8T it' 15 COLUMN HEIGHTS 8T 11' 15 18 7(1 YPH FYP(1C1 IRF R 771 UP14 FYPCIQI IRF R 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" 20 22 24 25 18 253" 26 28 30 31 25 34'-8" 28 30 33 34 27 4' S S 22'3" 26 27 29 31 26 26-11" 27 28 31 32 27 3T-11" 30 31 33 35 30 6 5 8'-11" 20 22 24 25 19 23'S26 3'S 29 27 29 31 26 32'-3" 29 30 32 34 29 S 1T-0" 6 27-11" 28 28 29 30 28 25'-4" 28 28 30 31 28 35%9" 32 32 33 34 32 15-11" 6 8'-2" 20 22 24 25 20 27-0" 27 27 29 30 27 30'-4" 30 30 32 33 30 6 32 T 19-4" 27 27 28 29 27 23'-6" 29 29 29 31 29 33'3" 33 33 33 34 33 33 T T-0' 20 21 22 23 20 20-11" 28 28 29 30 28 28'-10" 31 31 31 33 31 T 34 8' 16-1" 28 28 28 29 28 21'-11" 30 30 30 30 30 31'-1" 34 34 34 34 34 34 8' T4" 21 21 22 23 21 20'-0" 29 29 29 29 29 2T3" 32 32 32 32 32 6 35 9 1 T-1" 28 28 28 29 28 20'4" 30 30 30 30 30 294" 34 34 34 34 34 35 9 F -W 21 22 24 25 21 19-2" 30 30 30 30 30 26-6" 33 33 33 33 33 9 36 10' 16-2" 29 29 29 29 29 19'3" 31 31 31 31 31 2T-9" 35 35 35 35 35 36 10' 6-4" 22 22 24 25 22 18'-2" 30 30 30 30 30 25-7" 34 34 34 34 34 MY 35 11' 15'-5" 30 30 30 30 30 19-V 31 31 31 31 31 26-2" 35 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' 30 17 14'-9" 30 30 30 30 30 1T-11" 32 32 32 32 32 25-1" 36 36 36 36 36 31 12' 5W 21 23 25 26 21 16-7" 31 31 31 31 31 24'-1" 36 36 36 36 36 12' 19-7 13' 14'-2" 31 31 31 31 31 1T3" 33 33 33 33 33 24'-1" 36 36 36 36 36 16-7" 13' 6-0" 22 24 26 27 22 15-11" 31 31 31 31 31 23'4" 36 36 36 36 36 13' 35 14' 13'-8" 31 31 31 31 31 16-7" 33 33 33 33 33 23'-2" 37 37 37 37 37 35 14' 64" 22 24 26 27 22 154" 32 32 32 32 32 22'3" 36 36 36 36 36 14' 35 16 13'-2" 31 31 31 31 31 16'-0" 34 34 34 34 34 27-5" 37 37 37 37 37 36 15 6-2" 23 25 27 28 23 14'-10" 32 32 32 32 32 21'-9" 37 37 37 37 37 15 37 16 1 12'x' 1311311311311 31 31 31 31 1 153" 341341341341 34 34 34 34 1 21'-8" 1371371371371 35 14'-6" 38 3711 38 1 16' 1 5-0" 1241251271281 42 42 1321 24 1 14'4" 1331331331331 331 21'4" 1371371371371 371 16 /Il MVM rEMl 1`I IMr I _ /11 MYM I -A1 X1 t1Kr t- 20 4' 24'3" 30 32 34 36 24 27-U* 31 33 36 37 26 39'-0 33 36 38 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' S 5 27-0" 29 31 34 35 26 26-11" 30 32 35 37 27 35-4" 32 35 37 39 30 6 S &-11" 23 25 27 28 19 20'-10" 29 31 33 35 25 30'-6" 32 34 36 38 28 5 1T-0" 6 20'-11" 29 31 33 35 27 25-4" 30 32 34 36 28 373" 32 34 37 39 31 15-11" 6 6-2" 23 25 27 28 20 19-0" 28 30 32 34 26 2T-10' 30 32 35 37 29 6 32 T 19-4" 28 30 32 34 27 27-6" 29 31 34 35 29 29-10 31 33 36 37 31 33 T T3" 22 24 26 27 20 1T-7" 27 29 31 33 26 25'-9" 30 32 34 36 30 T 34 8' 18'-1" 28 30 32 34 28 21'-11" 30 31 33 35 30 2T-11" 32 32 35 37 32 34 8' T-0" 22 24 26 27 21 16'-5" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 35 9' 1 T-1' 29 29 31 33 29 20'4" 30 31 33 35 30 26'-4" 33 33 35 37 33 35 9 6-8" 23 25 27 28 21 15-6" 28 28 30 32 28 22'-9" 31 31 34 35 31 9 36 10' 16-2" 29 29 31 33 29 19-8" 31 31 32 34 31 26-0" 33 33 34 36 33 36 10' 64" 23 25 27 28 22 14'-9" 28 28 30 32 28 21'-7" 32 32 33 35 32 10' 35 11' 1 F -S' 30 30 30 32 30 18'-9" 31 31 32 34 31 24'3" 34 34 34 36 34 35 11' 6-0" 25 26 28 30 21 14'4" 28 28 29 31 28 20'-7" 32 32 33 35 32 11' 30 17 14'-9" 30 30 30 32 30 1 T-11" 32 32 32 33 32 23'-0" 35 35 35 35 35 31 12' S-9" 25 26 28 30 21 13'-5" 29 29 29 31 29 19-8" 33 33 33 34 33 17 19-7 13' 14'-2" 31 31 31 32 31 1T3" 33 33 33 33 33 22'-6" 35 35 35 35 35 16-7" 13' 6-6" 26 27 29 31 22 17-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13 35 14' 13'4" 31 31 31 31 31 16-7" 33 33 33 33 33 21'-9" 36 36 36 36 36 35 14' 6-4" 26 27 29 31 22 12'-5" 30 30 30 31 30 193" 34 34 34 34 34 14' 35 16 13'-2" 31 31 31 31 31 16'-0" 34 34 34 34 34 21'-0" 37 37 37 37 37 36 15 6-2" 26 28 30 32 23 12'-0" 31 31 31 32 31 1 T-7' 34 34 34 34 34 15 37 16 17-9" 31 31 31 31 31 1 153" 1 34 34 34 34 34 1 20'-4" .3713713713713711 35 14'-6" 38 4311 38 1 16 I 6-0" -26128130132124 42 42 1321 28 1 1 11'-7" -31131131132131 35 1 1 T-0" 135351351351 35 16 0/1 \IOU GY UrlC1 IQ& R V 1 MMM I -K 1 11Nr K 20 N 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'-7" 32 34 37 39 32 4' S 5' 22'3" 30 32 34 36 30 26-11" 31 32 35 36 31 35-10" 35 35 37 39 35 6 5 8'-11" 23 25 27 28 22 21'-1" 29 30 33 34 29 30'-11" 33 33 36 38 33 5 1T-0" 6 20'-11" 31 31 33 34 31 26-4" 33 33 34 36 33 37-8" 36 36 37 38 36 15-11" 6 8'-2" 23 25 27 28 23 19'-3" 30 30 32 33 30 28'-3" 34 34 35 37 34 6 32 T 194" 32 32 32 33 32 23'-6" 34 34 34 35 34 30'-3" 37 37 37 38 37 33 T 74' 23 23 25 27 23 1T-10" 31 31 31 33 31 26-2" 35 35 35 36 35 T 34 6 18'-1" 33 33 33 33 33 21'-11" 34 34 34 34 34 294" 38 38 38 38 38 34 8' T-0" 24 24 25 27 24 16-8" 32 32 32 33 32 24'-5" 36 36 36 36 36 8' 35 9 1T-1" 33 33 33 33 33 20'-8" 35 35 35 35 35 263" 39 39 39 39 39 35 9 64" 24 25 27 28 24 15-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 9 36 10' 16-2" 34 34 34 34 34 19-8" 36 36 36 36 36 25-4" 39 39 39 39 39 36 10' 6.4" 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' 35 11' 15-5" 34 34 34 34 34 18'-9" 36 36 36 36 36 24'-10" 40 40 40 40 40 35 11' 6-0" 25 26 28 29 25 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 30 17 14'-9" 35 35 35 35 35 1T-11" 37 37 37 37 37 23-10" 41 41 41 41 41 31 12' 5'-9" 25 26 28 29 25 13'-7" 34 34 34 34 34 20'-0" 38 38 38 38 38 17 19-7 13 14'-2" 36 36 36 36 36 1T3" 38 38 38 38 38 22'-10" 41 41 41 41 41 16-7" 13' 5-6" 26 27 29 31 26 13'-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 35 14' 17-8" 36 36 36 36 36 16-7" 38 38 38 38 38 22'-0" 42 42 42 42 42 35 14' 64" 27 27 29 31 27 17-7" 35 35 35 35 35 18'3" 40 40 40 40 40 14' 35 15 13'-2" 37 37 37 37 37 16-0" 39 39 39 39 39 21'3" 43 43 43 43 43 36 15 6-2" 27 28 30 32 27 12'-2" 36 36 36 36 36 IT -l0" 40 40 40 40 40 15 37 16 17- 36 36 36 36 36 1 16-6- 1 39 39139, 11'-10" 39 39 20'-T' .43,43143,431 35 14'-6" 38 4311 38 1 16 1 6-0" 28128130 42 42 1321 28 1 11'-9" 35135135135 35 1 1 T-3" 1411411411411 41 16 4' 90 MPH EXPOSURE 25 C 28 20 23'-5" 29 31 33 35 28 32'-3" 32 34 37 38 31 4' 20 4' 22'4" 33 35 38 40 28 24'-11" 34 36 39 41 29 30'-T' 36 38 41 43 31 30 S 20'-1" 33 35 37 39 30 22'4" 33 35 38 40 31 2T4" 35 37 40 42 33 40 6 19-4" 32 34 37 38 30 20'4" 33 35 37 39 32 24'-11" 34 36 39 41 33 37 T 1T-0" 31 33 36 37 31 18'-10" 32 34 37 38 32 23'-1" 35 35 38 40 35 34 8' 15-11" 32 32 35 36 32 1T-8" 33 33 36 37 33 21'-T' 35 35 37 39 35 34 9' 15-0" 32 32 35 36 32 16-7" 34 34 36 37 34 20'-4" 36 36 37 39 36 1 T4" 10' 14'-2" 33 33 35 36 33 15-" 34 34 35 36 34 19-4" 37 37 37 38 37 31 11' 13'3" 34 34 34 35 34 1540" 35 35 35 36 35 18'-10" 37 37 37 38 37 34 12' 13'-0" 34 34 34 35 34 14'3" 36 36 36 36 36 18'-1" 38 38 38 38 38 32 13' 12'S 35 35 35 35 35 13'-10" 36 36 36 36 36 1 T-4" 39 39 39 39 39 32 14' 12'-0" 35 35 35 35 35 17-4" 37 37 37 37 37 1&-&' 39 39 39 39 39 33 15 11'-7" 36 36 36 36 36 12'-10" 37 37 37 37 37 16-2" 4014014014111 30 351361 25 40 93" 16 11'-3" 36 36 36 36 36 17-5" 37137137137 37 37 15 37 1 15-7" 1,0 40 40 40 40 70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 25 4' 22'-6" 29 31 34 35 28 26-11" 30 32 35 37 29 3T-11" 33 35 38 40 33 5 20'-7" 29 31 33 35 29 254" 31 32 34 36 31 353" 35 35 37 39 35 31 6 18'-9" 30 30 32 34 30 224" 32 32 34 35 32 37-2" 36 36 37 39 36 18 T 1 T-4" 31 31 31 33 31 21'-1" 33 33 33 35 33 294" 37 37 37 37 37 25 6 163" 32 32 32 33 32 19-7 33 33 33 34 33 2T-10" 37 37 37 37 37 20 9 16-4" 32 32 32 32 32 16-7" 34 34 34 34 34 263" 38 38 38 38 38 261 10' 14'4" 33 33 33 33 33 1T4" 35 35 35 35 35 24'-11" 39 39 39 39 39 11' 13'-10" 33 33 33 33 33 16-10" 35 35 35 35 35 23'3" 39 39 39 39 39 17 173" 34 34 34 34 34 16-1" 35 35 35 35 35 274" 40 40 40 40 40 17 17-" 34 34 34 34 34 15.6" 36 36 36 36 36 21'4" 41 41 41 41 41 14' 12'3" 35 35 35 35 35 INA 1" 37 37 37 37 37 20'-10" 41 41 41 41 41 15' 11'-10" 35 35 35 1 35 35 14'-6" 38 38 38 38 38 20'-2" 42 42 42 42 42 4' WU Mrn CArVJUI[C 25 V 28 20 23'-5" 29 31 33 35 28 32'-3" 32 34 37 38 31 4' 5 20 4' 9-9" 27 28 31 32 21 1T-11" 31 33 36 37 26 293" 35 37 40 42 30 4' 22 S 8'-" 27 28 31 32 22 16-0" 30 32 35 36 27 23'-6" 33 35 38 40 31 5 23 6 8'-0" 25 27 29 30 23 14'-7" 30 32 35 36 28 21'-5" 33 35 37 39 32 6' 25 T TS 25 27 29 30 24 13'-6" 29 31 33 35 29 19'-10" 33 34 37 38 33 T 28 8' 6'-11" 25 27 29 30 24 12'-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 25 9 6-7" 27 28 31 32 25 11'-11" 30 30 32 34 30 1 T4" 34 34 36 37 34 9 14'-3" 10' 6-2" 27 28 31 32 26 11'-4" 31 31 32 34 31 16-7" 35 35 36 37 35 VY 34 11' 6-11" 28 30 32 34 25 10'-9" 31 31 32 34 31 15'-10" 35 35 35 36 35 11' 35 12' S4" 28 30 32 34 25 10'-4" 32 32 32 34 32 15-2" 36 36 36 36 36 12' 35 13' SS 29 31 33 35 26 9-11" 32 32 32 32 32 14'-6" 37 37 37 37 37 13' 36 14' 63" 29 31 33 35 27 9'-7" 33 33 33 33 33 14'-0" 37 37 37 37 37 14' 15 15 5-1" 30132 30 351361 25 27 93" 33 33 33 33 33 13'3" 37 37 37 37 37 15 1 331 16 4'-11" 30 32 35 36 28 &-11" 33 331331331 23 33 13'-1" 38138138 30 32 381 38 16 4' 9-0" 23 25 27 28 20 23'-5" 29 31 33 35 28 32'-3" 32 34 37 38 31 4' 5 9-0" 22 23 25 27 21 21'-1" 28 30 33 34 29 29-11" 33 33 35 37 33 5 6 T-4" 22 23 25 27 22 19-3" 30 30 32 33 30 26-2" 34 34 35 37 34 6 T 6-0" 22 23 25 27 22 1 T-10" 31 31 31 33 31 26-2" 35 35 35 36 35 T 8' 6-4" 23 23 25 27 23 16-8" 32 32 32 33 32 24'-5" 36 36 36 36 36 8' 9 64" 24 25 27 28 24 15-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 9 10' 5$ 25 25 27 28 25 INA 1" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' 11' SS 25 26 28 29 25 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 17 5-2" 26 26 28 29 26 13'-7" 34 34 34 34 34 20'-0" 38 38 38 38 38 17 13' 4'-11" 25 27 29 31 25 13'-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 14' 4'4" 26 27 29 31 26 17-7" 35 35 35 35 35 19-6" 40 40 40 40 40 14' 16 N-7" 26 28 30 32 26 17-2' 36 36 38 36 36 1T-10" 40 40 40 40 40 16 LIVE PRO. S 1/1' EXTRUDED HEADER LOAD JEC- MAIL CONS. FOOTER SIZE TION COLUMN FREESTANDING ATT SPACING FOOTER 'd" IN FTR COLUMN HEIGHTS 'd P 8T 11' 15- /8 IN 70 MPH EXPOSURE B 20 8' 11'-2" 21 23 25 26 19 9 10'-6" 21 23 25 26 19 10' 1(7-0" 20 22 24 25 19 11' 9-6" 21 23 25 26 20 12' 9'-1" 21 23 25 26 21 13' 8'-9' 22 24 26 27 20 14' 6-5"22 24 26 27 21 15 8'-1" I 23 25 27 28 21 16 T-10" 23 25 27 28 21 IT T-7" 24 25 27 29 21 70 MPH EXPOSURE C 20 V 11'-2" 25 26 28 30 19 9 10'-6" 25 26 28 30 19 10' 10'-0" 23 25 27 28 19 11' 9'-6" 25 26 28 30 20 12' 9-1" 25 26 28 30 21 13' 8'-9" 26 27 29 31 20 14' 8'S 26 27 29 31 21 15 8'-1" 26 28 30 32 21 16 T-10" 26 28 30 32 21 1T I T-7 271 291 31 1 331 21 90 MPH EXPOSURE B 20 8' 11'-2" 24 26 28 29 22 9 10'-6" 24 26 28 29 22 10' 10'-0" 23 25 27 28 22 11' 94" 24 26 28 29 23 12' 9-1" 24 26 28 29 24 13' 8'-9' 25 27 29 31 24 14' 8'-5" 25 27 29 31 24 15 &-1" 26 28 30 32 25 16 T-10" 26 28 30 32 24 1T I T -T 1 271 291 31 1 331 25 90 MPH EXPOSURE C 20 8' 1 T-2" 28 30 32 34 23 9 10'-6" 28 30 32 34 23 10' 10'-0" 27 28 31 32 23 11' 9-6" 28 30 32 34 24 17 9-1" 28 30 32 34 24 13 6-9" 29 31 33 35 24 14' 1 8'-5" 1 291 31 1 331 35 25 70 MPH EXPOSURE B AND C 25 6 10'-0' 23 25 27 28 18 9 9'-5" 23 25 27 28 19 10' 8'-11" 23 25 27 28 19 11' 8'4" 25 26 28 30 19 12' 8'-2" 25 26 28 30 20 13' T-10" 26 27 29 31 20 14' T4" 26 27 29 31 20 15 T-3" 26 28 30 32 20 16 1 T-0" 1 261 281 301 321 20 I HDLG 3.L ALL FOOTERS LISTED ARE CONSTRAINED. TO USE NONCONSTRAINED FOOTERS SEE TABLE ON SHEET 2 OF 8 1 AI11e11i111� c- BUKMG PRODUM HNC. 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: 2/812000 G1 m 0 m0 m --� r7 rn z MAR 0 3 3.0 FRFFSTANDING AND ATTACNFD CAYYFRCIAI STRIICTIIRF-Q LIVE LOAD P TRIG WIDTH 1 •GM 'f 1 B[AM 1 C' 1 B[AM LIVE LOAD P TRIG WIDTH 7' CLOVERLEAF OT[EL HEADER B' STEEL D BEAM to' STEEL C BCM Tm WIDTH MAXFAREESTANDiNG COLUMN SPACING FOOTER SIZE MAR CONS. FOOTER SI E MAX COLUMN SPACING CONS. FOOTER SIZE MAX CCXUMN SPACING CONS. FOOTER SIZE MAIC CONS. FOOTER S� IAA7( COLUMN SPACING CONS. FOOTER SIZE ATT COLUMN FREESTANDING ATT FREESTANDBIG ATT FOOTER F7R OOLUMN FtEIOHfS 'd' 8T 1/' iS 18' FREESEANDING ATT COLUMN FREESMNDING ATT FREESTANDING ATT "d I FTR "T M' IV SPACING FOOTER'1T FTR COLUMN HENiHTS '�Q' BT 11' 15' 1S FOOTER "d' I FTR COLUMN MEIGMS BT 11' 1S 18' I ON SPACING FOOTER ^d IN FTR COLUMN FIEIGFiTS 'd" 8'7" 11' 15' 18' IN FOOTER"d'IOFfTS COLUMN HEIGl1T5 "d' BT 11' 1S 18' 1 25 27-4" -- ---- 4' -- --- ------ 275" 33 35 - 38 40 28 35 S 20'-1" 33 35 37 39 29 38 6 19-4" 32 34 37 38 30 16-7" T 1 T-0" 31 33 36 37 31 34 6 15-11" 32 32 35 36 32 36 7 15'-0" 32 32 35 36 32 13'-10" 10' 14"-2" 33 33 35 36 33 36 11' 13'5" 34 34 34 35 34 36 17 17-0" 34 34 34 35 34 34 13' 175" 35 35 35 35 35 6 14' 174" 35 35 35 35 35 T 15 11'-7" 36 361361361 27 19 36 27 70 890 MPH FXPCISURF 33 26 R /709F- 70MF 32 27-4" 33 35 38 40 31 20'-4" 33 35 37 39 32 18'-10" 32 34 37 38 32 1T9' 33 33 36 37 33 16-7" 34 34 36 37 34 1644 34 34 35 36 34 15-0" 35 35 35 36 35 14'-S' 35 35 35 35 35 13'-10" 35 35 35 35 35 1T-4 1 36 36 36 36 36 17-10" 36 36 36 36 36 30'-T' 36 38 41 43 31 25 4' 94" 23 25 27 28 17 23'-3" 29 31 34 35 24 37-3" 32 34 37 39 27 4' 2T4" 35 37 40 42 33 26 5 8'-0" 22 24 26 27 18 20'-10" 29 31 33 35 25 29-11" 31 33 36 37 28 5 24'-11" 34 36 39 41 33 34 6 T4" 22 24 26 27 19 19-0" 28 30 32 34 26 2T-10" 30 32 35 37 30 6 23'-1" 33 35 38 40 35 31 T 69" 22 24 26 27 19 1 T-7' 27 29 31 33 26 25-9" 30 32 34 36 30 T 21'-7" 35 35 37 39 35 36 8' 6.4" 22 24 26 27 20 195" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 20'4" 36 36 37 39 36 37 9 6'-0" 23 25 27 28 20 15-6" 28 28 30 32 28 27-9" 31 31 34 35 31 9 19'4" 37 37 37 38 37 30 10' 55" 23 25 27 28 21 14'9" 28 28 30 32 28 21'-7" 32 32 33 35 32 10 16-10" 37 37 37 37 37 33 11' 6-5" 25 26 28 30 21 14'-0" 28 28 29 31 28 20'-7" 32 32 33 35 32 11' 18'-1" 38 38 38 38 38 37 17 5-2" 25 26 28 30 22 13'5" 29 29 29 31 29 19'5" 33 33 33 34 33 17 Ir4" 38 38 38 38 38 32 13' 4'-11" 26 27 29 31 21 12'-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13' 164Y' 38 38 38 38 38 31 14' 4'-9" 26 27 29 31 22 12'-5" 30 30 30 31 30 16-3" 34 34 34 34 34 14' 16-2" 39 39 39 39 391 1 15' 1 4'-7" 26 28 30 32 22 1 12'-0" 30 30 30 30 30 IT -7" 34 34 34 34 341 15 35 36 35 11' 33 12' 17-2" on uou CYDACI IDC r 33 14'9" 35 35 35 35 35 20"-T' 39 39 39 39 39 30 12' 6-3" 30 4' 21'-1" 29 31 34 35 27 25'-4" 30 32 34 36 29 36-9' 32 35 37 39 32 25 4' 9-0" 27 28 31 32 21 1T-11" 31 33 36 37 26 263" 35 37 40 42 30 4' 30 5 18'-10" 28 30 32 34 28 22'-10" 30 31 34 35 30 37-3" 34 34 37 39 34 33 6 6-0" 25 27 29 30 21 16-0" 30 32 35 36 27 23'5" 33 35 38 40 31 5 33 6 1 T-2" 29 29 31 33 29 20'-10" 31 31 33 35 31 29'5" 35 35 36 37 35 36 6 T-4" 25 27 29 30 23 14'-7' 30 32 35 36 28 21'-5" 33 35 37 39 32 6 34 T 15-11" 30 30 30 32 30 19-4' 32 32 32 34 32 2T-3" 36 36 36 37 36 '0 8 90 MPH EXPOSURE B / 70 MPH EXPOSURE C T 6-9" 25 27 29 30 23 135" 29 31 33 35 29 19-10" 33 34 37 38 33 T 19'-10" 8' 14'-10" 30 30 30 32 30 18'-1" 33 33 33 34 33 255" 36 36 36 36 36 13'-10" 8' 6-4" 25 27 29 30 24 12'-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 31 9 14'-0" 31 31 31 31 31 1T-0" 33 33 33 33 33 24'-0" 37 37 37 37 37 30 9 64" 27 28 31 32 24 11'-11" 30 30 32 34 30 1T-6' 34 34 36 37 34 9 33 10' 13'-4" 32 32 32 32 32 16-2" 35 35 35 35 35 27-9" 38 38 38 38 38 39 10' 6-8" 27 28 31 32 24 11'-4" 31 31 32 34 31 16-T' 36 36 36 37 36 10' 39 40 11' 17-8" 32 32 32 32 32 15'5" 35 35 35 35 35 21'5" 38 38 38 38 38 33 11' 65" 28 30 32 34 25 10'5" 31 31 32 34 31 15'-10" 35 35 35 36 35 11' 33 12' 17-2" 33 33 33 33 33 14'9" 35 35 35 35 35 20"-T' 39 39 39 39 39 30 12' 6-3" 28 30 32 34 26 10'4" 32 32 32 34 32 15-2" 36 36 36 36 36 12' 31 13' 11'3" 33 33 33 33 33 14'-2" 36 36 36 36 36 19-10" 39 39 39 39 39 31 13' S-1" 29 31 33 35 27 9-11" 32 32 33 35 32 14'-6" 37 37 37 37 37 13' 32 14' 1 11'5" 1 34 34 34 34 34 1 13'-8" 36 36 36 36 36 19-1" 40 40 40 40 40 9'-11" 14' 15 4'-11" 4'9" 29 30 31 32 33 35 35 36 26 26 9'-T' 9-3" 33 33 33 33 33 33 35 36 33 33 14'4" 17-6" 37 37 37 37 37 37 37 37 37 371 14' 15 9-7" 90 MPH EXPOSURE C 331 14'-0" 37 37 37 37 37 14- 40 4' T-2" 25 27 29 30 -W CL7 V 41-1 JJ JJ 3A av 149 L4-11 14 J0 JIV 41 " S 18'-10" 32 34 37 38 29 274" 33 35 38 40 31 6 1T-2" 31 33 36 37 30 20'-4" 33 35 37 39 32 T 15-11" 30 32 35 36 30 16-10" 32 34 37 38 32 6 14'-10" 31 32 35 36 31 1 T3" 33 33 36 37 33 9' 14'4" 32 32 33 35 32 16-7" 34 34 36 37 34 10' 17-4" 33 33 33 35 33 159" 34 34 35 36 34 11' 17-0" 33 33 33 35 33 15'.-0" 35 35 35 36 35 12' 17-2" 34 34 34 35 34 14'5" 36 36 36 36 36 13' 11'-8" 34 34 34 35 34 13'-10" 36 36 36 36 36 14' 1 11'-3" 135, 35 35 35 35 1 13'-4" 136 1361361361 25 27 36 '0 8 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 4' 16-4" 28 30 32 34 26 273" 29 31 34 35 28 5 _ 16-4" 27 29 31 33 27 19'-10" 28 30 32 34 28 6' 14'-11" 27 28 30 32 27 18'-2" 30 30 32 34 30 T 13'-10" 28 28 29 31 28 16-9" 30 30 31 33 30 8' 12'-11" 29 29 29 31 29 16-8" 31 31 31 32 31 9' 17-2' 30 30 30 31 30 14'-10" 31 31 31 32 31 10' 11'-7" 30 30 30 30 30 14'-0" 3333 38 33 33 33 11' 111-0" 30 30 30 30 30 13'5" 33 33 33 33 33 17 10'-T 31 31 31 31 31 12'-10-,33 1 33133,331 38 38 33 0 MPH EXPOSURE C S 16-4" 31 33 36 37 28 6 14'-11" 30 32 35 36 28 T 13'-10" 29 31 33 35 29 8' 17-11" 30 31 33 35 30 7 17-2" 31 31 33 35 31 10' 11 "-7" 31 31 32 34 31 11' 11'-0" 31 31 32 34 31 22'-3" 33 35 38 40 28 19-10" 32 34 37 38 29 18'-2" 32 34 37 38 30 169" 31 33 36 37 31 1644 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 34 34 35 34 4' 154" 30 32 35 36 25 18'3" 32 34 37 38 27 S 175" 29 31 33 35 26 163" 31 33 36 37 28 6 173" 29 31 33 35 27 14'-10" 30 32 35 36 29 T 11'-4" 28 30 32 34 28 179" 30 31 33 35 30 6 10'-7' 28 30 32 34 28 12'-10" 31 31 33 35 31 9' 10'-0" 29 29 31 32 29 17-2" 33 33 33 35 33 10' 9-' 30 30 31 32 30 11'5" 33 33 33 34 33 1NM.LNvd3a JNIcimp � i.Nenm nun -p JT --3- 26-0" .50 35 10 37 41 40 43 42 JL 33 2T-4" /U 6 `JU MF'H LAK.?bUKt 35 37 32 C 33 33 34 36 33 23-1" 34 34 34 35 34 21'-T' 34 34 30 4' 6-2" 23 25 27 28 20 22'-0" 28 30 33 34 27 30'4" 31 33 36 38 31 4' 255" 34 36 39 41 34 32 5 T-4" 22 23 25 27 21 20'-5" 29 30 33 34 29 28'-2" 32 33 35 37 32 5 23'-" 35 35 38 40 35 34 6 6-8" 22 23 25 27 21 19-3" 30 30 32 33 30 26-6" 33 33 35 37 33 6 22'-1" 36 36 38 40 36 6-5" T 6-2" 22 23 25 27 22 1 T-10" 31 31 31 33 31 25'-2" 35 35 35 36 35 T 20'-10" 36 36 37 39 36 14'-9" 6 5-9' 22 23 25 27 22 16-8" 32 32 32 33 32 24'-1" 36 36 36 36 36 8' 19'-9" 37 37 37 38 37 20'-7" 9 6-5' 23 25 27 28 23 15'-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 9 18'-10" 37 37 37 38 37 12' 10 5-2" 24 25 27 28 24 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' 18'-1" 38 38 38 38 38 29 11' 4'-11" 24 26 28 29 23 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 1 T-4" 39 39 39 39 39 33 12' i 4'9" 24 26 28 29 24 1 13-7" 1 34 34 34 34 34 20'-0" 1 38 38 38 38 38 12' 165" 39 39 39 39 39 35 13' 14' 4'S" 4'-4" 25 25 27 27 29 29 31 31 25 25 13'-1" 12'-7" 35 35 35 35 35 35 35 35 35 35 19-2" 18'-6" 39 40 39 40 39 40 39 40 39 40 13' 14' 35 37 39 32 6 ii 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 20'-4" 35 35 35 35 35 19-4" 36 36 36 36 36 18'-9" 36136136136 38 38 38 36 30'-7' 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'-1r' 35 35 37 39 35 20'-4" 36 36 37 39 36 19'-4" 37 37 37 38 37 16-9" 38 38 38 38 38 1T-11" 38138 18 38 38 38 25-7" 34 36 39 41 30 22'-10" 33 35 38 40 31 WAD" 33 35 37 39 32 194" 33 34 37 38 33 IVA" 34 34 37 38 34 1T-0" 34.34.38.37 31 33 35 34 70 MPH EXPOSURE C 30 4' 6-2" 23 25 27 28 17 22'4" : 29 31 33 35 23 39-4" 32 34 36 38 26 4' 8T 11' 15 18' IN 6 T-4" 22 24 26 27 18 5 20'" 29 31 33 35 25 28'-2" 31 33 36 37 28 5 23 6 6-8" 22 24 26 27 18 19-0" 28 30 32 34 26 26-6" 30 32 35 37 29 6 T 6-2" 22 24 26 27 19 1T-7" 27 29 31 33 26 25-2" 30 32 34 36 30 T 30 6 6-9" 22 24 26 27 19 165" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 9 9 6-5" 23 25 27 28 20 155" 27 28 30 32 27 22'-9" 31 31 34 35 31 9 34 td 5!-2" 23 25 27 28 .21 14'-9" 27 2111132 13' 27 21'-7" 32 32 34 35 32 10' 1 291 11' 4'-11" 25 26 28 30 20 14'-0" 28 28 29 31 28 20'-7" 33 33 33 35 33 11' 21 12' N-9" 25 26 28 30 21 13'5" 28 28 29 31 28 19'-8" 33 135 33 33 34 33 12' 23 13' 4'S" 26 27 29 31 21 12'-11" 28 28 29 31 28 16-11" 34 34 34 34 34 13' 15 1 14' 4'-4" 26 27 29 31 22 12'5" 29 29 29 31 29 18'-3" 21 35 35 35 35 14' 90 MPH EXPOSURE C 30 4' 8'-2" 27 28 31 32 21 1T-11" 31 33 36 37 26 26-3" 35 37 40 42 30 4' 28 5 T4" 25 27 29 30 21 164" 30 32 35 36 27 23'-6" 33 35 38 40 31 5 6 648" 25 27 29 30 22 14'-7" 30 32 35 36 28 21'-5" 33 35 37 39 32 6 31 T 6-2" 25 27 29 30 23 135" 29 31 33 35 29 19-10" 33 34 37 38 33 T 6-5" 8' 69" 25 27 29 30 23 12'48" 30 31 33 35 30 16-7" 34 34 37 38 34 8' 19 9 65" 27 28 31 32 24 11'-11" 30 30 32 34 30 1 T -G" 34 34 36 37 34 9 28 10' S-2" 27 211 31 32 24 11'-4" 31 31 32 34 31 16-7' 35 35 36 37 35 10' 11' 4'-11" 28 30 32 34 24 10'9" 31 31 32 34 31 15-10" 35 35 35 36 35 11' 12' 4'9" 28 30 32 34 24 10'-4" 32 32 32 34 32 15-2" 36 36 36 36 36 17 13 4'-0" 29 31 33 35 25 9'-11" 32 32 32 32 32 14'-6" 37 37 37 37 37 13 14' 4'4" 129131 33 35 26 1 9-7" 33 33133 331 331 14'-0" 37 37 37 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' S 64" 25 27 29 30 20 16-0" 30 32 35 36 27 23'5" 33 35 38 40 31 S 6 5-10" 23 25 27 28 21 14'-T 30 32 35 36 28 21'5" 33 35 37 39 32 6 T 5-' 25 27 29 30 22 135' 29 31 33 35 29 19-10" 32 34 37 38 33 T 8' 6-0' 25 27 29 30 23 174" 30 31 33 35 30 16-7" 34 34 37 38 34 6 9' 4'9" 27 28 31 32 22 11'-11" 30 30 32 34 30 1T5" 34 34 36 37 34 9 10' W-6" 27 28131 321 23 11'4" 31 31 32 134 1 31 18'.7" 35 119 36 I 37 1 AS 11T LIVE PRO. a 1/2' EXTRUDED HEADER LOAD J: MAX CONS. FOOTER SIZE FOR ALL COLUMNS SEE 71(NI COLUMN FREESTANDING I ATT DETAIL 7C' and %r ATTCHED SPACING FOOTER IIN FTR 3- CLOVERLEAF STEEL COL. 17-0" 8'-7' COLUMN HEr.HTS "d" P 18'-0' 11'-0' 8T 11' 15 18' IN 90 MPH EXPOSURE B 25 S 10'-0" 23 25 27 28 21 18'-0' 9 95" 23 25 27 28 22 10' 6-11" 23 25 27 28 22 11' 6-6" 24 26 28 29 22 12' 6-2" 24 26 28 29 23 13' T-10" 25 27 29 31 23 14' T-6" 25 27 29 3123 15 T-3" 1 26 28 30 32 23 16 T4" 1261 28 30 32 23 90 MPH EXPOSURE C 25 8' 10'-0" 27 28 31 32 21 9 9-5" 27 28 31 32 22 10' 6-11" 27 28 31 32 22 11' 65" 28 30 32 34 23 12' 8'-2" 28 30 32 34 24 13' T-10" 29 31 33 35 23 14' I T5" 1 291 31 1 33 351 24 70 MPH EXPOSURE B 30 8' 9-2" 20 22 24 25 21 9 6-7' 20 22 24 25 21 10' 8'-2" 20 22 24 25 22 11' T9" 21 23 25 26 22 17 T-5" 21 23 25 26 23 13' T-2" 22 24 26 27 23 14' 6-10" 22 24 26 27 23 15 1 6-7' 1 231 25 1 27 1 281 23 90 MPH EXPOSURE C 30 8' 9-2" 27 28 31 32 21 9 8'-7" 27 28 31 32 21 10' 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 15 6-7" 30 32 35 36 23 40 8' T-11" 25 27 29 30 20 9 T-6" 27 28 31 32 21 10' T-1" 27 28 31 32 21 11' 6-9" 28 30 32 34 21 12' 6-5" 28 30 32 34 22 13' 6-2" 29 1 31 33 1 35 1 22 60 T 6-11" 25 27 29 30 19 I 8' 6-6" 25 27 29 30 20 9' 6-1" 27 2831 32 20 19 S-9" 27 28 31 32 20 IAbLt J.1 W 1T1:1 z(N' f2.Z _ ED 1 c f CR4tF��. IAULt J.J 0Amerimax &lQ.DIIYGPRODUCfB QIiG 1140 ALL PRO DRIV� 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 5 OF 8 DATE: 2/8/2000 MAXIMUM COLUMN HEIGHT COL COLUMN DESCRIPTION SINGLE FREEST&PfOG FOR ALL COLUMNS SEE SPAN OR MULTISPAN DETAIL 7C' and %r ATTCHED ATTACHED E 3- CLOVERLEAF STEEL COL. 17-0" 8'-7' F 3" 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 6- SQUARE STEEL COLUMN 18'-0' 18'-0' IAULt J.J 0Amerimax &lQ.DIIYGPRODUCfB QIiG 1140 ALL PRO DRIV� 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 5 OF 8 DATE: 2/8/2000 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES LIVE TRIS MAXMUN COLUMN SPACING 3W STEEL C BEAM LIVE TRIS MAXMUN COLUMN SPACING TW STEEL C BEAM LOAD WIDTH FOR ATTACHED LATTICE ON SLAB MAX CONS. FOOTING SIZE LOAD WIDTH FREE ATTACHED MAX CONS. FOOTING SIZE FREE ATTACHED 0.042 FREE ATTACHED HEADER MUST BE ABLE TO SPAN COLUMN COLUMN COLUMN HEADER MUST BE ABLE TO SPAN COLUMN SPACING USING COIUMN'A' ALL OT}fJt SPACING FTR FTR MIN 11'41' T -r USING COIUMN'A' ALL SPACING 8-10' MUMMAX MAX LENGTH OF COLUMN COLUMN LENGTH OF COLUMN COLUMNS "d 'd Nr "d COLUMN 'd 'd COLUMN OTHERS T4' =FREEATTAECHED UMN10'x' 10$ 10'-0 8-0" 11'49 10r-0" 8'-0" ON SLAB TYPE 0.036 TYPE TYPE 90 MPH WINDSPEED 1r OR LESS ON STYPE V 11'-r 26 70 MPH 17 OR LESS 90 NPH 1r OR LESS 1Trt' 10 V 21'-1' 27-V 25-r 283' A S 8-11' 10 1T 5.0' Fr 84' 8-r 1r3' 29 29 C A S 18-10' 17-r 275" 21"4r A 11'-11' 26 20 A 18 N-2* 4'-11' 441' 9-10' 11'41" 29 29 C A 8 /4'-Y 14'-8" 1T-0" 1T41' 27 22 A 8 19 23 4'41' SS 5'41" 11'-r 30 30 c 26 T 1r-1' 1r -r 14'-r 15!4' 26'-4' 27 22 C 25 27 A 4'S' 9-1' 5!3' 11'3' 30 30 c 25 8 17-7' 11'-0' 1749' 17-1' 2S3' 26 22 C V 21' 4' S41' r-17' 9-0' 11'4' 31 31 C A 9 g41' 9.9" 11'-4' 11'-8" 24'3' 26 23 C A = 23 16 4'41" 4'-9" 173" 30 30 c 20 4' 11'-1' 11'3' 1375' 173' 23 16 A 94' 25 17 85' 8-17' 173' 173' 2744 26 23 c 23 11' T41' 8.0' 94' 941' 21'-11' 25 23 C S V-10' 93" 175 11'-0' A 8.1" 25 21 C Ir T-0' r-4" 841' 841r 21'40' 25 24 C 8 T4' r41' 8-11' 9-2" 1V 17 841' 841" T-10' 8-1' 27-r 25 25 c 4' T 64" 8-r r4r r47' 194' 30 25 C 26 14' 8-0" 84" T-" r4' 195' 25 25 C 22 8 541' S-9' 8'41' V -1o' 1r -1o" 29 25 C 15 S -r 5-17' 8-10' r4r 18.9" 25 25 C C 9 4'-11' S -r 5-11' 6'-1" 15-10' 29 26 D 18 513" 641" 85' 8-r 18-2' 26 26 C 17 4'-r 6.4' 641' 15-11" 28 26 D g 1T 94" S -r 8-0' 8-r 1T -r 25 25 c 23 11' C V-10' 64" 193' 28 27 D 18 4'41" V-11' 5`41" 5-10' 1T-1' 26 26 C 12* 8-r 4'41" 4'-r 14'-r 28 28 D C 19 5 4'-S SS' 941' 1841' 26 26 C A 13' 25 18 C 14'4' 28 28 D 27 51-1' S3' 16'-3' 27 27 C r 14' 13%r 28 28 D 23 21' C V-10' S4' 15-10" 26 26 C 16 841' 23 19 1742* 29 29 D 27 V -W 4'41' 4'-9' 15.6' 27 27 c C 18 1T 18 5 1r -r 1r3" 11-11 30 30 30 30 30 29 D E E 90 NPH 17 OR LESS 10 V 21'-1' 22'-0" 2S -r 26'3' S 18-10" 1T -r 275' 21"-0' 60 4' 19 3'-1" 22 14 A 11'-r 30 30 E 8 IVA" 14'41' 1r-0' 1T41" S -r 27 1s c TABLE 11'3' 30 30 E T 1r-1" 1r -r 14'-r 15.0' 22* -2' 29 24 c 21' 11'-0" 30 30 E 8 17-r 11'-0' 1r-9' 13'-1" 27-9' 28 24 C 2r 17-9' 30 30 E 25 V 8-11" 74" 17-10" 11'-1" 9 g-4' 9_9' 1114" 11'41' 19-r 28 25 c 17 85' 8-10" 173' 173' 18'4' 28 26 C S T-2' TS 841" V-11' 11' T41' 8-0' 94" V4r 1r -W 27 25 c 8 5-11" 83' T3' TS" 1r r4" T-4' 841" 8'4" 16'-11" 27 26 C T 6-1' 94' V-2' 64" 19-1" 30 25 C 13' 841' 6'41" r-10' 8-1' 16-3' 27 27 C 8 4'41' V -r SS" S' -r 1r-10" 29 25 C 14' 84" 6'41' T4" T41' 15-8' 27 27 C g 4'-17' 4'-11' 18-10" 29 26 D 1S S -r 5-10" 8-10' T4' 15-2" 27 27 C 17 15-11" 28 26 D 18 53" 541" 6'S" S -r 14'-6" 28 28 c 11' 1637 28 27 D it F -W S -r V4r 6'-r 14'-3- 28 28 c 1r 14'-r 28 28 D 18 4'41' V-11" 541" 5-10" 13'-10" 28 28 C 13' 14'4' 28 28 D 19 4'41' S5" 641' 13'6' 28 28 C 14' 1741' 28 28 D 27 S-1' S3" 13'-1" 29 29 C 1S 13'-0' 29 29 D 21' 4'-17' 94' 1r-9' 29 29 C 18 1 r -r 30 30 D = I I I 4'41" 4'-9' tr6" 29 29 C 1T 18 1r3" 11'-11" 30 30 30 29 E E 70 NPH 12' OR LESS 10 V 21'-1' 2r -W 217 26'3' 30 4' T4' T40' 9-1" 941" S 18-10' 1T -r 275' 21"-W S 8-0' 83' r3" TS" 8 14'-1' 14'41' 1 T-0" 1 T4' 8 S-0' 93' 8-1' 8-r r 12* -1" 1 r -r U' -r 15-0' 23'-r 27 23 c T V -W S -r 54" 183- 30 25 D V 17-r 11'4' 17.9 IVA" 27-1" 27 24 C 8 441' V -V` 1T41' 29 25 D V 9.4" 95" 11'-4' 11141' 20'-10' 27 24 C 9 18-10" 29 26 E 17 85' 8-10" 173' 1741' 19-9 26 24 C 17 183' 29 27 E 11' r41' 64r 941" 941' 18'-10' 26 25 C 11' 1541' 28 27 E 1r r4" T-4' 841' 9-9' 18-0' 25 25 C 1r 163' 28 28 E 13' 6'41" 6-9' T-10" &-1' 1r-4' 26 26 C 13' 14'-10" 29 29 E 14' 84" 84' r4' T4' 18-8' 26 26 c 14' 14'41' 29 29 E 15 S -r SAW 8-10' T-0' 18-1' 27 27 c 15 14'-2" 30 30 E 18 53" 641' 85" 8-r 1 S -r 27 27 C 18 13'-10' 30 30 E 40 V 541 9-11' 8-10' T -W 1T 942* S -r 84" 8-r 15-1" 27 27 C 18 for N-11" S41" 5-17' 14'41" 28 28 c 5 V_V` V-9' 541' 541' 19 27 4'41" SS' S-1" S4' S3' 14'4' 13'-11' 28 27 28 27 C C 8 r 4'-r 4'41' 18-r 29 24 E 21' 2Z V-10" 4'41" S-0' for 13'-r 173" 28 28 28 28 c c 8 9 17 III 17 17 1 14' I I 16-1o" 153" 14'49' 14'3" 13'-10" 13'4' 1 13'-2' 28 28 28 28 27 28 28 24 25 26 27 27 28 28 E E E E E E E 90 NPH 17 OR LESS 10 4' 8 T 8 21'-1" 18-10" 14'-1' 1r-1" 17-r 227 1 T -r 14'4' 1r -r 11'4r 257 275' 1T-0' 14'-r 12'41'' 283" 21"-0' 1r41' 15-0" 13'-1' 19-1' 1T-10" 30 29 25 25 C C 60 V 3'-10" 4'4' 4'-r 4'-9" 9 74" 9.9' 11141' 11'41' 16-10' 29 26 C S 17 11' 1 r 13' 14' 15 18 85' r4r T-0' 841' V4r S -r 53' 8-10' 8.0' r -r 8_r 841" SAW I 541' 173' 9.4" 841' T-17' r-4" V-1? w-2* 1741' 941' 841' CA" r41' T-0' I 8-7- 1S-11" 15'3' 14'-r 14'40' 1741' 174" I 12* -r 28 28 28 28 28 29 1 29 26 27 28 28 28 29 29 C C C c c c 1 c 8 T 8 9 17 12* 1r 14'41' 13'-10' 13'-4' /7-1o' ir5' 12* -1' 28 27 27 27 27 27 23 23 24 25 26 1 26 E E E E E E TAZLE 4.1 LIVE TRIB 0.038" x 3"x 8" BOX BEAM 0.04r x 3"x 8" BOX BEAM DOUBLE 0.037' x 2x 8' LOAD WIDTH MAX CONS. FOOTING SIZE MAX CONS. FOOTING SOD: MAX CONS. FOOTING SIZE FREE ATTACHED 27-4" COLUMN FREE ATTACHED 0.042 FREE ATTACHED 13'-r 20 COLUMN COLUMN FMR FTA MIN SPACING FTR FTR MPI. FTR FTR MIN. 11'41' T -r SPACING SPACING 1T -r 8-10' 30 'd 'd COLUMN V-11" "d 'd COLUMN 16-r 'd 'd COLUMN 0.036 T4' 64r TMpE 11'49 T4' TYPE 0.036 V-11" TYPE 90 MPH WINDSPEED 1r OR LESS 10 V 11'-r 26 17 A 1Trt' 29 20 A iS-9' 28 19 A S 8-11' 25 18 A 14'3" 28 21 A 14'-1" 28 21 A 6 r5' 23 17 A 11'-11' 26 20 A 17-11" 27 21 A T 8-4' 23 18 A 17-2" 26 21 A 17.1" 27 22 A 8 S -r 23 17 A 8-11' 25 21 A 11'4' 26 22 M 9 4'-11" 25 18 A T-11' 25 20 A 174' 26 23 v 17 4'S' 25 19 A T -r 25 21 A 17-r 26 24 V 20 4' S41' 22 14 A 9-r 25 16 A 11'41" 26 17 A- s 4'-r 22 15 A T -r 23 16 A 173' 26 19 A• 9 8-1' 23 16 A 94' 25 19 c T 53" 23 17 A 841' 25 20 C 8 4'-r 23 17 A 8.1" 25 21 C g T41' 23 20 c 1V T3' 22 21 C 25 4' T -r 23 15 A 174' 26 17 A' S 5-11' 22 15 A g -r 25 18 C 8 V-11" 22 16 A 85' 25 19 C r T-9" 23 18 c V T3' 23 19 C g SAW 23 20 C 1V 841' 23 21 C 30 N 8-r 23 15 A 9-S 25 16 C 5 V-11" 22 15 A 85' 25 18 C V T41'23 17 C r r-1" 23 18 C 8 841' 23 19 C 40 4' V -W 22 14 A 8'-r 25 16 C 5 T-4'23 16 C V s -r 23 17 C 60 4' 3'-1" 22 14 A 6-2" 23 15 C 5 S -r 22 1s c TABLE 4.2 CLEARSPANS FOR 3 X 8 RAFTER LIVE PANEL 24' O.C. 70190 1 OVER LOAD 'Y S MPH HANG 10 0.036 27-4" 11'41' 0.040' x 3" CLOVERLEAF COLUMN 0.042 2r -r 13'-r 20 0.036 14'41' V4r F 0.042 19-10' g-11' 25 0.036 11'41' T -r 17-0' 0.042 1T -r 8-10' 30 0.036 9-9 V-11" o.o42 16-r 8'-1" 40 0.036 T4' 64r 0.042 11'49 T4' 60 0.036 V-11" V-11' 0.042 T-10' S -V CLEARSPANS FOR 2 X 6 RAFTER LIVE PANEL 24" O.C. 70180 OVER LOAD 'Y' S MPH HANG 10 0.024 13'-r 6'41" 0.040' x 3" CLOVERLEAF COLUMN 0.032 18-1" 94r 20 0.024 9-10" 4'-11' F 0.032 13'-r 6'-r 25 0.024 8-10" 4'S' 17-0' 1 0.032 11'-9" 5-10' 30 0.024 r41' TAW 0.032 17-9 40 0.024 6-10' .9-c- 7-11" 0.032 g-4' 4'41' 60 0.024 WA WA 0.032 7-41' 1 3'-10' 1 A6LC Ili FOR 10 PSF DOUBLE RAFTERS MAY BE USED 48" O.C. COL FOR ATTACHED LATTICE PATIO STRUCTURES COLUMN HGHT A 0.024" x 3 " SQUARE ALUM COLUMN 11'� B 0.032* x 1 12' SQUARE ALUM SCROLL COLUMN 8'-0" B 0.022* x 3" SQUARE ALUM COLUMN 111-4' C 0.040' x 3" CLOVERLEAF COLUMN 17-0" D FLUTED COLUMN ALUM. 0.082* 17.0" E 3' CLOVERLEAF STEEL 0.048" 17-0" F 3" SQUARE STEEL COLUMN 17-0' G 4" SQUARE STEEL COLUMN 12'-0" H 5" SQUARE STEEL COLUMN 17-0' 1 Pm LC 9.0 A' - 8 MAXMUM COLUMN LENGTH A''- 17 MAXMUM COLUMN LENGTH MAR 0 3 2000 ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN 'A' MAY BE REPLACED W1 BJ 'B' MAY BE REPLACED W1 C.1, ETC. LINEAR INTERPOLATION FOR ALL CALCULATIONS IS ALLOWED O�Merimax��pp/yT//��r�p MODUV , 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: 2181,000 _ n LJL 0 6.� ME n COCCOTAuntur_ Aun ArrArucn 1 ATnrC rt%UU=0r1A1 QT0IIrTf10=0 -- - --,_ —!r.., --- _. L LIVE TRIO 8'C BEAM HEADER LIVE TRIB ' - ^ ' 8' C BEAM HEADER ` LOAD WIDTH MAX. CONSTRAINED FOOTER SIZES LOAD WIDTH MAX CONSTRAINED FOOTER SIZES ATTACHED ATTACHED COLUMN FREESTANDING ATTACHED WA ATTACHED COLUMN FREESTANDIN"J'g- 3' CLOVERLEAF STEEL 0.048" 17-0" SPACING F SPACING FOOTER 'dFTR MIN FOOTER 'd FTR MIN 4' SQUARE STEEL COLUMN 18'-0" 15!-0" 'd COL Ir -T COLUMN HEIGH'd COL COLUMN FIGHTS F' SQUARE STEEL COLUMN 1V -O` I 18'-0" 8 40 0.024 5-10" 15' 70 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'-9" 27 29 32 33 21 D 25 4' 25-1a' 34 36 39 41 23 D T 5 29-6 27 29 31 33 22 D 13' 5 23'-1" 33 35 38 40 24 D T 6' 2T4" 27 28 31 32 23 D 6 21'-1" 33 35 37 39 25 D 9 T 28'-4" 27 28 31 32 24 E 1a T 19-6" 32 34 37 38 26 D 10' 6 253' 26 28 30 31 25 E 11' V 193" 32 34 37 38 27 E 12' 9 24'3" 26 28 30 31 26 E 22' 9 1T-2" 31 33 36 37 27 E 12' 147 1 27x" 1 26 1 27 29 1 31 26 E 13' 1a 1 16-4" 1 31 1 33 1 36 1 37 1 28 E 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURE 14' B / 70 MPH EXPOSURE 26 C 20 4' 31'4" 32 34 36 38 21 D 30 4' 2T-9' 30 32 35 37 23 D 15 S 29-6" 31 33 36 37 22 D 16 S 25'-W 30 32 34 36 25 E 1T V 2T-" 30 32 35 37 23 D 1T 9 24'-3" 30 32 34 36 25 E 33' T 254" 30 32 34 36 24 E 1 T T 27-0" 29 31 34 35 27 E 18' 8' 24'-0" 29 31 34 35 24 E 19 8' 27-0" 29 31 33 35 27 E 20' 9 27-8" 29 31 34 35 25 E 20' 9 21'-2" 29 31 33 35 28 E 21' 1a 1 21'-6 29 31 33 35 25 E 22' 1a 1 2aS 29 31 33 35 29 E 90 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'-" 31 33 36 38 24 D 30 4' 26-10' 34 36 39 41 23 D 5 293" 31 33 35 37 26 D 5 23-1" 33 35 38 40 24 E 6 2T4r 30 32 35 36 27 D V 21'-1" 33 35 38 40 25 E T 26-1" 30 32 35 36 28 E T 19-' 32 34 37 38 26 E 8' 24'-4" 30 32 34 36 29 E 9 18'-3" 32 34 37 38 27 E 9 23'-0" 29 31 33 35 29 E 9 1r-2" 31 33 36 37 27 E 1a 1 21'-W 1 29 1 30 33 1 34 29 1 E I 1a 1 19-4" 1 31 1 33 1 36 1 37 1 28 E 90 MPH EXPOSURE C 70 & 90 MPH EXPOSURE B /70 MPH EXPOSURE C 20 4' 25-10" 34 36 39 41 23 D 40 4' 25-3" 30 32 34 36 23 E S 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' 22'4" 29 31 33 35 25 E T 19S 32 34 37 38 26 D T 2a-11" 29 31 33 35 26 E 8' 163" 32 34 37 38 27 D 8' 2a-0" 28 30 32 34 26 E 9 Ir -2" 31 33 36 37 27 D 9 19-2" 28 30 32 34 27 E 10' 1 16-4' 1 31 1 33 1 36 1 37 1 28 1 D 1 10' 1 18'-2" 1 28 1 30 1 32 1 34 1 28 E 70 & 90 MPH EXPOSURE B 90 MPH EXPOSURE C 25 4' 29-6' 31 33 35 37 24 D 40 4' 25-3" 34 36 39 41 23 E 5 2T-" 30 32 35 36 25 D 5 23'-1" 33 35 38 40 24 E 6 25-" 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 193" 32 34 37 38 26 E 9 27-' 29 31 33 35 28 E 9 18'3" 32 34 37 38 27 E 9 27.6' 29 31 33 35 29 E 9 1T-2" 31 33 36 37 27 E 10' f 21'x" 1 29 1 30 1 33 1 34 1 29 1 E 1 Cr 1 16-4" 1 31 1 33 1 36 1 37 28 E 70 MPH EXPOSURE C 70&90 MPH EXPOSURE B AND C 25 4' 29-6' 31 33 36 37 21 D 60 4' 27-0" 33 35 37 39 22 E 5 2T-4" 30 32 35 37 22 D 5 2a-5" 33 35 37 39 24 E 6 25-9" 30 32 34 36 22 E 6 193" 32 34 37 38 24 E T 2N -r 30 32 34 36 23 E T 1T-10" 31 33 36 37 25 E 8' 23'-6" 29 31 34 35 24 E 8' 16-" 31 33 36 37 26 E 9 273" 29 31 34 35 25 E 9 15-" 30 32 35 36 26 E 10' 1 21'-6" 1 29 1 31 1 34 1 35 1 25 1 E I I I 1a I 14'-11" 1 30 1 32 1 35 1 36 1 26 1 E I IMOLC .7.1 I COL COLUMN DESCRIPTION MAMMUM COLUMN HEIGHT SINGLE FREESTANDING MAX FOR ALL COLUMNS SEE SPAN OR MULMSPAN OVER DETAILS "r "AND W ATTACHED ATTACHED D FLUTED COLUMN ALUM. 0.062 17-0" WA E 3' CLOVERLEAF STEEL 0.048" 17-0" 8'-T F 3' SQUARE STEEL COLUMN 16'4" 1111-0' G 4' SQUARE STEEL COLUMN 18'-0" 15!-0" H S SQUARE STEEL COLUMN Ir -T T3" J F' SQUARE STEEL COLUMN 1V -O` I 18'-0" ��!I d3a "'Nicnin- uNrio� 24" O.C. 2'x6" RAFTER CLEARSPANS MAX ROOF HEIGHT 18' LIVE PANEL EXPOSURES MAX LOAD Y BANDC OVER PS IN 70 & 90 MPH HANG 20 0.024 9'-10" 4'-11" 24 0.032 13'-2" 6'-T' 25 0.024 V-10" 4'3" 27 0.032 11'x" 6-10" 30 0.024 T3" T-10" 31 0.032 1a-" 5.4" 40 0.024 5-10" 2'-11" 35 0.032 9-4" 4'-8' 60 0.024 MIA 1'-11" 36 0.032 7* -8" 3-10" 24" O.C. 3'x8" RAFTER CLEARSPANS MAX ROOF HEIGHT 18' LIVE PANEL EXPOSURES MAX LOAD 'Y' B AND C OVER PS IN 70 & 90 MPH HANG 20 0.036 14'3" V-6 24 0.042 19-10" 9-11" 25 0.036 11'-8" T -T' 27 0.042 1T-9" 25 30 0.036 9-" 6-11" 31 0.042 15-7- &-1" 40 0.036 T-4" V -D" 35 0.042 11'-9" 29 60 0.036 4'-11" 26-9-, 36 0.042 T-1 a' I MOLT 7.9 EQUIVALENT FOOTERS'd' (INN CON- I NONCON- 36 46 3747 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. 6 USE THE FOOTER SIZE SHOWN. 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 14 ABOVE 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 TRIB 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 18 18 RAFTER OVERHANG 19 20 20 22 21 23 22 24 4' 4' 23 26 6 6 24 27 4' 4' 25 29 5 5 26 31 S 5 27 33 6' 6 28 35 5 S 29 36 TABLE 5.5 V 30 36 6 6 31 39 T T 32 40 6 6 33 41 T T 34 43 T T 35 41 8' 36 46 3747 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. 6 USE THE FOOTER SIZE SHOWN. 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 14 ABOVE 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 TRIB 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 PROD. RAFTER OVERHANG FI) (FT) 3' AV 4' 4' 4' S 6 6 T 4' 4' 4' S 5 5 5 8 4' S 5 S 6 6' 6 9 S 5 S 6 6' 6 V 1 a S 6 6 6 6 T T 11' 6 6 6 T T T T 12' 6 T T T T 8' 8 13' T T T & 8' & 8' 14' T 8' & 8' 8' 9 9 16' & 9 9 9 9 10' 1a 1T 9 9 9 1a 1a 1a 10' 18' 9 1a 1a 1a 10' 11' 11' 19 1a 10' 10' 11' 11' 11' 11' 20P 10' 11' 11' 11' 11' 17 12' 21' 11' 11' 11' 12' 12' 17 12' 22' 11' 17 17 12' 12' 13 13' 23' 12' 12' 17 13' 13' 13' 13' 24' 12' 13' 17 1 �; 13' 14' 14' 26 13' 13' 17 14' 14' 14' 14' 26 13' 14' 14' 14' 14' 15 16 2T 14' 14' 14' 15 16 15 16 28' 14' 16 15 15 16 19 16 29' 16 16 15 16 16 16' 19 30' 16 16 19 16 16 1T 1T 31' 16 16 16 1T 1T 1T 1T 32' 15 1T 1T 1T 1T 18' 18' 33' 1T 1T 1T 18' 1& 19 18' 34' 1 T 18' 19 18' 16 19 19- 35' 18' 18' 19 19 19 19 19 36 18' 19 19 19 19 20' 20' 3T 19 19 19 20' 20' 20' 20' 38' 19 2a 20' 20' 20' 21' 21' 39 20' 20' 20' 21' 21' 21' 21' 40' 20' 21' 21' 21' 21' 22' 22' 41' 21' 21' 21' 22' 22' 27 22' 42' 21' 1 22' 1 22' 1 22' 1 22' 23' 23' I AT3Lt 0.0 Lw eem x BU LM; PRODUM, M 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: 2/8/20 M�ARR 0 3 zonn r AIQ 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMI aurm Spadng Al 0.024' x 3" SQUARE ALUM COLUMN F 10'-6" A2 0.024' x 3" SQUARE ALUM COLUMN multiplied by Trib Width 8'-0" Minimurn Colwm Required Attached Shxdures for 6-0" Lattice Said Cover Tributary Tributary B 0.027" x 3" SQUARE ALUM COLUMN Live Load (psi) C 3' CLOVERLEAF ALUM. 0.04(" Area ft Area 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 55 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 85 55 A2 C C C D E 92 60 A2 C C D E E 100 65 A2 C C D E E 105 68 B C D D E E 108 70 C C D D E E 115 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 385 250 E E F F G G 492 320 E F F G G G 615 400 E F G G G H 692 450 E G G G G H 769 500 E G G G G H 923 600 F G G G H H I able 0.1 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 /7 SQUARE ALUM E, N 6-0" 0.024 SCROLL COLUMN 0.032 0.036 B 0.027" x 3" SQUARE ALUM COLUMN F 11'-0" C 3' CLOVERLEAF ALUM. 0.04(" K 1z-0" D FLUTED COLUMN ALUM. 0.067 U 17-0" E 3" CLOVERLEAF STEEL 0.048" K 6-7" F 3" SQUARE STEEL COLUMN X 18'-0" G 4 SQUARE STEEL COLUMN X 18'-0" H 5" SQUARE STEEL COLUMN X 1814" J pr SQUARE STEEL COLUMN X I 16-a l able b.z :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 1 Clearspan on this chart IS the distance from the wall to the first row of columns. 2 Hilti Kwik Bolt 111/4" diameter and 7 embedment: ICBO ER -4627 or other anchor w/ 550# shear vs wind and seismic loads. 3 Masonry anchors must have a shear value of 250# for wind or seismic loads. '4 1/4' Lag screws must have 2114" of penetration into studs' These lag screws must have an 1/8" lead hole. 5 10 psf evaluated at 90 mph wind load (15 psf). All other T.W. r d• 17—d—A AIS 1,—, of C—►— fnr T—in. I —A. Aluminum Gage (in) ANC 4 I aDle 0.3: KeQMWM NUmDer OT raMenerS Tor brNMean Loads 0.062 0.060 0.069 0.100 # OF 1/4' Aluminum Material Gage (in) SPACING L Steel Gage (in) N O Design 0.024 0.024 0.032 0.036 0.040 0.040 0.060 0.060 0.048 0.048 115 709 014 5/16" C 5116' D #14 E #14 F 5/1(' G #14 HJ 5116" #14 5116" Footer Design Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT d (In) (lbs) 149 384 512 223 248 942 203 944 283 1980 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 n/a 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 rt/a 9 4 8 3 8 2 38 2388 n/a 7 5 n1a 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 n/a n/a 5 n1a 4 n/a 3 42 3224 nha 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 r1/a 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 4236 n/a nM 9 n/a n/a 7 n/a 5 n/a 4 47 4518 n/a n/a 9 n/a n/a 8 n/a 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 5438 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 1 Clearspan on this chart IS the distance from the wall to the first row of columns. 2 Hilti Kwik Bolt 111/4" diameter and 7 embedment: ICBO ER -4627 or other anchor w/ 550# shear vs wind and seismic loads. 3 Masonry anchors must have a shear value of 250# for wind or seismic loads. '4 1/4' Lag screws must have 2114" of penetration into studs' These lag screws must have an 1/8" lead hole. 5 10 psf evaluated at 90 mph wind load (15 psf). All other T.W. r d• 17—d—A AIS 1,—, of C—►— fnr T—in. I —A. TABLE 6.5: WALL ATTACHMENTS FOR PATIO AND COM. STRUCTURES Aluminum Gage (in) ANC 4 O/C 0.036 0.062 0.060 0.069 0.100 # OF 1/4' LIVE SPACING L M N O Design Footer 516' 014 5/16' 5/16' 014 BOLT SMS BOLT BOLT SMS Uplift Size 425 115 709 1048 188 (lbs) 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 6 966 28 3 n/a 2 2 6 1061 29 3 nla 2 2 7 1175 30 4 nla 2 2 7 1296 31 4 nla 3 2 8 1426 32 4 nFa 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 r1/a 4 3 n/a 2785 40 8 nFa 5 3 n/a 2999 41 8 n/a 5 4 n/a 3224 42 9 n/a 5 4 n/a 34P9 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 n1a 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 #10 x 7 (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 3D 24 14' 8" 101 1 14 2 40 24 17 8" 13' 2 60 16' 101' 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. BUTTE COUNTY tSUIL®ING DEPARTMENT -f 'APPROVED 032000 OAaePRODUClB, �� 1 140 ALL PRO DRIVE ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621P COLUMN AND FASTENER TABLES SHEET 8 OF 8 DATE: 2/8/---- R= 0.2' 0.95' 0.92' R=.125' R=.125 0.5' R= 0.15' 2.50 3.0' 167' .167' TYP. 6.00' 6' FLAT PAN 0 6" STRUCTURAL PANEL (3006-1-1391 ALUM. ALLOY) 556g ■-� 0.516' IRS�E 0.060' R= 0.08' OUTSI[ TYP. Typ 3. 0' R= 0.10' 0.125' 3.090 R= 0.25' 0'72■ TYP. 1.03 38.6' ■ 1.2 6.00' 12.00 QD 3 1/2 X 12 STRUCTURAL PANEL SEE DETAIL 'A' 0 RIGHT SIMPSON A34 HAN CONN. ORE ER P RUEL�RAL 2x 1 1/2' FASCIA 614 x 1 1 2' FOR MAXIMUM 0 12' O.C. OVERHANG SEE SCHEDULE 0 RIGHT Q ALTERNATE EAVE ATTACHMENT R= .2 ' R= .15' 1.0' R= 0.22' .876' .516' 70' '0• .0 w 0.35' I i INSIDE OUTSIDE -1 .55' .450' � 1.903' I � 0.30 j - T .216' TYP. .450m � 2•*. R= 020' L I♦ .1 87' 2.464' T 2.10' 4g 1 •� 1.714' IL11- I 39' I 55 1/2' �? 55 1 2' 1.0' 1.137' g g�' 1.137' R= .125 - 1.0 R= 0.25' 12.00" R= 0.15 TYP 1 r .40 TYP. TYP. FOR STEEL PANEL: ASTM A 653 GRADE 80 STRUCTURAL QUAL(fY TYP. TYP. Fy= 80 KSI STEEL18.00' - 30 GA GALV T=.0157 No 28 GA GALV T=.0187 FOR STEEL PANEL ASTM A 653 GRADE 50, SQ CLASS" 1. - 30 GA GALV. t=0.0157' __-_4_ Fy=50 KSI STEEL (0 1,2"__STRUCTURAL^P_A�NEL-(3006_39-1; ALUM. ALS © 18" STRUCTURAL PANEL, i(3006 -H391 ALUM. ALLOY) 1 34 2 6 1 7/8' 3' TYP. -1 13/16' 3.00' 9/64 1/1662� /16' R. TYP. 9/64/ R. 1.50 0.024', 0.027' = 0.2 �� /16' TYP. 5/32' 0.032' OR 0.040' TYP. 2.06 7/16*3- 7/16' 1.50' 3.00' / 1 / -T 1 7/8' TYP R=.0937 1 13J/32'61' TYP. 58'T4Y8P 7/1 ' TYP. I 3/32 TYP. • 2 1/4' / 2 25 32 /8' R. C /8° R. TYP. E 1 1 2" SQUARE COLUMN F 3° SQUARE COLUMN Q ALTERNATE -12" STRUCTURAL PANEL � � 0 (3006-1-1391 ALUM. ALLOY) (3003-H16 ALUM. ALLOY) (3003-1-116 ALUM. ALLOY) ADDITIONAL TWO - 16d SIMPSON A34 CONNECTOR NAILS 0 EA. RAFTER WHEN OR EQUAL. STRUCTURAL REQUIRED RAFTER PANELS + TYP. 6 - 110 SCREWS, 3 EACH LEG CONNECTION A1112'CIA OF CONNECTOR - TYPICAL DETAILS DETAIL "A" 3 DATE REVISION DATE REVISION KtWUIKtb AUUI I UNAL Z - 100 NAIL, 0 t A.;M KAh I tK W,,,I . Engineering Services (�"' 2607 `�1140 All Pro Drive AM �'�cpsoomom` Elkhart. IN 46514 S� C(!/ i ��i� - KG IC80 ES EVALUATION REPORT NO. ER -2621P DROWANG �lF C/ FGA �F� NONE OEC COMPONENT PARTS & CONNECTION DETAILS ENGINEER AMP 2/8/2000 w 97CDOI 1 OF 9 . / wV I I E: L..l.t tai 1 y BUILDING DEPAPTAONT, P R.0Vr ..•, i�:Ll;�:iLd;:•(•i[id1(•11E'��;?�71�:�1�1i���Fi:��;7:�aI�;�.Y•zLltll�il eL7®®�®' -i,-�Li��' dd►-,-�a�®illi-i1-�', Q MdLW=5VAKdFAVMiWA►W5\VI5:4IA\9�WW LVA 8:4&V "[Ed 4W:4/AN VAI VAI mi&4W4%\ VAI VAI F�•ddW4 4FAIVAI VAI �F_, W1 /_1►_,r- � -1 W- I_11_"r- 9FY - W1_II_�r- KtWUIKtb AUUI I UNAL Z - 100 NAIL, 0 t A.;M KAh I tK W,,,I . Engineering Services (�"' 2607 `�1140 All Pro Drive AM �'�cpsoomom` Elkhart. IN 46514 S� C(!/ i ��i� - KG IC80 ES EVALUATION REPORT NO. ER -2621P DROWANG �lF C/ FGA �F� NONE OEC COMPONENT PARTS & CONNECTION DETAILS ENGINEER AMP 2/8/2000 w 97CDOI 1 OF 9 . / wV I I E: L..l.t tai 1 y BUILDING DEPAPTAONT, P R.0Vr 2.00' 6.50'T 12,50- 2.00' 2.50' 2.00' 1.50' 1.Q0'- FOR 3 1/S PANELS 0.036m np. 200' - FOR 2 1/2' I PANELS -III -"I.5* DECORATIVE ALUM. SCROLLS NON-STRUCTURAL SIDE FASCIA IS NOMINAL .018' OR SOLID FILL IN THICKNESS. —.325' -1 1.00' OR 6 0.16' I 2.00' --�.sr 1:11.66'� •67• f QH 6 1/2' ROLLFORMED HEADER (3006-H391 ALUM. ALLOY) 1 75' FASCIA HDR TYP. TYP. 0 Iq 1.50' O 2-1 1/2" SO. X .062" EXTRUDED COLUMN (ALUM. 6063-T6) 2 5/16' BOLTS 2 5/16' BOLTS W/ 1' OLA. x 3/32' THK. SIL WASHER 1.5' 0.032' x 1 1/2' SO. ALUM. DECORATIVE ALUM. SCROLLS r3o. OR SOLID FILL OR 6 (2) — 3/8'0 1/2' HILTI KWIK ANCHOR BOLTS 2 5/16' BOLTS ro , -_� 2.25' 4.5' 2.25'.. _---BOTTOM CONN. CHANNEL - QN EROLLFORMED 2 COLLI NM CONNECTION - — W/ DECOR. 4SCR0 (-3003-H-6"ALUM. ALLOY) ---- 18' .5' TYP. O O 21ro O 6- 114 SMS ON EACH 6.50' I 5.5' SIDE OF SPLICE CENTERLINE l 4 4 q o SPLICE LINE 3.00 0,72 [71.56V 0.72 0.93 �-- 0.72 93 156 3.00 0.28 0.37 J, 0.72 0.17 T (IN)= 0.030, 0.040 (ALUM) = 0.048 (STEEL) mm. COLUMNS MAY BE TRIMMED W/FLD(- ALUM. FACING. O 3" ALTERNATE COLUMN (3003-1-116 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 6.50' STRUCTURAL PANEL 1.625' Kr I "-SEE TABLE ' 6.5 2.50' #10 SMS 0 FOLLOW - OR 31 �IrN1GG SPACING: .062' OZ e HdPM- . � iexPAPIMS NOTE: HILTI KB -II AN 1.50' BOLTS PER ICBO E.S. EV 14627 ©-(3004-H38 ALUM. ALLOY) C= _- - C _ 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 - 114 SMS ON 7q EACH SIDE OF SPUCE QM ROLLFORMED HEADER SPLICE (3006-H391 ALUM. ALLOY) 10 SNS 0 FOLLOWING NG: 6' O.C. FOR 6' PANELS 6' O.C. FOR 12' PANELS 9' O.C. FOR 18' PANELS 6',12' OR 18' IMIDE STRLIMI AL PANELS BUTTE COUNTY ROMRNED $UILDI NG DEPARTMEW HEADER w ARPROVED I-0— 3,00' O ROLLFORMED HEADER "H" CONN. DETAILS TO STRUCTURAL PANELS ® ROLLFORMED SPLICE CONNECTION DETAILS (3006-H391 ALUM. ALLOY) T !7� 31 V 1 ���' CALki EERS STAMP DATE I REVISION I DATE I REVISION A�Pl'1IY18Z Engineering Services 1140 All Pro Drive Elkhart, IN 46514 ?AWN fir KG ICBO ES EVALUATION REPORT NO. ER -2621P 50:_ ORAWNG NONE NOARIIPART COMPONENT PARTS do CONNECTION DETAILS 2/8/2000 w 97CDO2 2 OF 9 3.00' im COVER PANEL SEE TABLE "A" NEXT PAGE 12 GA. 8" x 3" 0.5" TYP. T STEEL "C"- CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) 3.5" 10.0" I SEE TABLE "A" NEXT PAGE t-1 1 12 GA. 10" x 3 1/2'! PANEL TYP. QV STEEL "C"- CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) r .. FOR BOLT 25 SIZE SEE .50" DETAIL 'S' AT LEFT 2 5/16° BOLTS W/ 1- DIA. 0.3.00' x 3/32` THK. STL WASHER 1.0" + — .094'—�j25�I FFFtt� �, .0-r 3.00 0- 2 5/16` BOLTS Igo + NOTEI ALTERNATE COLUMN CONN. +{y SEED + BRACKET2.30 SEE DETAIL S AT RIGHT OR 2.90- I FOR INSTALLATION AND + I39 SQ. PROPER CONNECTIONS. DETAIL o', `KN OR U' QS 3" COLUMN CONNECTIONS FOR FASCIA HEADERS , - 1 10 5.5' PANEL 8.0. 3/4" BOLTS SEE DETAIL 'A' AT RIGHT 1/2` X 9. 1/4- -0.170 /4" 0.14' � 0 17" TYP. .E0.17" f O 10" FULL-STRENGTH SPLICE DETAIL ASTM A 653 Fy=36 KSI : QT 3" ALTERNATE COLUMN CONN. BRACKETS (STEEL A-653 Fy=40,000 PSI) 1.25" SPLICE 0 001,00 00 00 00.1100 00 yy 00 1O oy -I I y, _;_ 30 1.5" 1.25" 36" DETAIL 'A' DATE SS/ iu 3.000' 37' 4) I 3,000' I .6881;4) • 10"RX .7014) 010- HIGH IALUMAX 68"(4) I.D. I .437'(4) .020° DP. 12?36rD. x (O` 062' RAD.(20) .187`. RAD(16) FLUTED COLUMN (3" ALUM. 6063—T6) Y = 0.062" UNLESS OTHERWISE NOTED 3.00", 4.00" .188" 5.00" OR 6.00" NP• 3.000, 4.00" 5.00' OR 6.00" OX 3", 4", 5" OR 6" STEEL COLUMN Fy=36 KSI REVISION I DATE REVISION W rn I'm a Engineering Services N0, 2 mI iL Err A A 1 140 All Pro Drive Elkhart, IN 46514 KG ICBG ES EVALUATION REPORT NO. ER -2621P .�DRAWING f C `I�v NONE O� COMPONENT PARTS d: CONNECTION DETAILS UAW EN S STAMP E2;/1/2000 w 97CD03 3 OF 9 Lju 0®LLI 0 w Ld.l Co 3.00' im COVER PANEL SEE TABLE "A" NEXT PAGE 12 GA. 8" x 3" 0.5" TYP. T STEEL "C"- CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) 3.5" 10.0" I SEE TABLE "A" NEXT PAGE t-1 1 12 GA. 10" x 3 1/2'! PANEL TYP. QV STEEL "C"- CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) r .. FOR BOLT 25 SIZE SEE .50" DETAIL 'S' AT LEFT 2 5/16° BOLTS W/ 1- DIA. 0.3.00' x 3/32` THK. STL WASHER 1.0" + — .094'—�j25�I FFFtt� �, .0-r 3.00 0- 2 5/16` BOLTS Igo + NOTEI ALTERNATE COLUMN CONN. +{y SEED + BRACKET2.30 SEE DETAIL S AT RIGHT OR 2.90- I FOR INSTALLATION AND + I39 SQ. PROPER CONNECTIONS. DETAIL o', `KN OR U' QS 3" COLUMN CONNECTIONS FOR FASCIA HEADERS , - 1 10 5.5' PANEL 8.0. 3/4" BOLTS SEE DETAIL 'A' AT RIGHT 1/2` X 9. 1/4- -0.170 /4" 0.14' � 0 17" TYP. .E0.17" f O 10" FULL-STRENGTH SPLICE DETAIL ASTM A 653 Fy=36 KSI : QT 3" ALTERNATE COLUMN CONN. BRACKETS (STEEL A-653 Fy=40,000 PSI) 1.25" SPLICE 0 001,00 00 00 00.1100 00 yy 00 1O oy -I I y, _;_ 30 1.5" 1.25" 36" DETAIL 'A' DATE SS/ iu 3.000' 37' 4) I 3,000' I .6881;4) • 10"RX .7014) 010- HIGH IALUMAX 68"(4) I.D. I .437'(4) .020° DP. 12?36rD. x (O` 062' RAD.(20) .187`. RAD(16) FLUTED COLUMN (3" ALUM. 6063—T6) Y = 0.062" UNLESS OTHERWISE NOTED 3.00", 4.00" .188" 5.00" OR 6.00" NP• 3.000, 4.00" 5.00' OR 6.00" OX 3", 4", 5" OR 6" STEEL COLUMN Fy=36 KSI REVISION I DATE REVISION W rn I'm a Engineering Services N0, 2 mI iL Err A A 1 140 All Pro Drive Elkhart, IN 46514 KG ICBG ES EVALUATION REPORT NO. ER -2621P .�DRAWING f C `I�v NONE O� COMPONENT PARTS d: CONNECTION DETAILS UAW EN S STAMP E2;/1/2000 w 97CD03 3 OF 9 1 5.5' 1 8.0' COVER PANEL 0.14' SEE TABLE 'A' 0.17" TYP. �1:0.17� T QY 10" X 5 1/2" W BEAM HEADER (6061-T6 ALUM. ALLOY) 4.50 I —u 0 Im WATWA TYP. SEETABLE - A" PANEL 110" TYP. QZ 6" W BEAM HEADER (6061-T6 ALUM. ALLOY) 750" C-180 #10 SMS -'0-6n,12" OR 460& 375"9" O.C. FOR ,6",12 do .900- .291 " PANELS #10 SMS ® 12. O.C. i� STABILIZER CLIP0 — SEE DETAIL 'AG'. SMS 6. O.C. FOR 12- PANELS — 9- O.C. FOR 18- :PANEL- 1.0n PANEL 1.0- a #10 SMS ® EACH ROOF P EL VALLEY 5.406" 3 1/2- STRUCTURAL .8 30 PANEL (STRUCTURAL PAN L IC 6-, 12. OR 18- WIDE .079" .079" 2.725" ' 109" 0.062' 0.062CN - 4.00' 3.00 n AD F ALA KS A "EXTRCIDED-HEADER AC 5 1/2" EXTRUDED HEADER t-(6061- T6.-ALUM.—AC-[O—Y-)1 (6061—T6 ALUM. ALLOY) - 7.0' SEE TABLE 'A'--, R=.05' — .09' TYP. FULL RADIUS 3.00 0.72-1.56 0.72 --� 0.93 0.72 -� 93 156 3.00 0.28 0.37 �-- �0.17 0.72 T (IN)= 0.048 ---� AB 3" X 3" HEADER (STEEL) ®7" X 5 1/Z- W BEAM HEADER (A-653 Fy=40 KSI STEEL) (6061—T6 ALUM. ALLOY) FASTFNFRS QrQ1ITRFn Fm PANFI T❑ HEAVER C❑NNECTIDNS el .018 & .024 PANELS A® 6' PANEL USE 50% LESS SCREWS e2 .032 & .036 PANELS ` 18' PANE SE 50Y MORE SCREWS O QR SFT U •.MAR DATE REVISION DATE REVISION kF G7 , 3 2000 C7 �. o N0. I Engineering Services 0 ,,,/� c ���,�� 1140 All Pro Drive 1611 - 3l/ Elkhart, IN 46514 `�%,9 ��' �c�,C'•� /r KG ICBG ES EVALUATION REPORT NO. ER -2621 P l Q CQ��FL f DRAVANG NONE rOMRME� COMPONENT PARTS & CONNECTION DETAILS SHEET - E I RS STAMP 2/8/2000 EIN 97CDO4 4 OF 9 u I I E COUNTY WILDING DEPARTMEN" APPROVED ' TABLE 'A' MAX. WIND HEADER MAX. TRIB FASTENING NOTE'S LOAD DESCRIPTION WIDTH SCHEDULE ALL FASCIA 10' 2-#10 SMS PER 12' PANEL 90 MPH STEEL CLOVER, C BEAMS, I BEAMS 12' 2-#14 SMS PER 12' PANE PATI❑ 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-#14 SMS PER 12' PANE SEE 92 ALL FASCIA 10' SMS PER 12' PANE 90 MPH EXP C STEEL CLOVER, C BEAMS, I BEAMS 16' 12-#14 4-#14 SMS PER 12' PANEL SEE el STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANELS 02 el .018 & .024 PANELS A® 6' PANEL USE 50% LESS SCREWS e2 .032 & .036 PANELS ` 18' PANE SE 50Y MORE SCREWS O QR SFT U •.MAR DATE REVISION DATE REVISION kF G7 , 3 2000 C7 �. o N0. I Engineering Services 0 ,,,/� c ���,�� 1140 All Pro Drive 1611 - 3l/ Elkhart, IN 46514 `�%,9 ��' �c�,C'•� /r KG ICBG ES EVALUATION REPORT NO. ER -2621 P l Q CQ��FL f DRAVANG NONE rOMRME� COMPONENT PARTS & CONNECTION DETAILS SHEET - E I RS STAMP 2/8/2000 EIN 97CDO4 4 OF 9 u I I E COUNTY WILDING DEPARTMEN" APPROVED 65 •125' 6.0' 15 75' (6061-T6 ALUM. ALLOY) /2' 6 iLTS E 1AM .062" sAIL 'AH' R=.375■ FOR EXTRUDED, 1.187 HANGER W/ A-RAI:L. ® A -RAIL 437' (6083-48 ALUM. ALLOY) 2.10■ 1.710" 375' .057' 1.380" ® STABILIZER CUP FOR EXTRUDED HEADER 'AC' (6063-T6 ALUM. ALLOY) r SKYLIGHT PANEL L TYPICAL 12' V -PAN ®TYPICAL SKYLIGHT PANEL CONNECTION WITH 12' V -PANS M 8-#14 TYPICAL 12' V -PAN /14.SMS CSEE TABLE 8.5 •FOR SPACING _ 1.50" r i ,1 A-RAIL-SEE �k_74yp.l DETAIL 'AF' J10 SYS • FMM- N9 SPAM e' = FOR a' wwas ' ac. RR Ij wens O C FOR I PIWEIS 2.25' OR 2.50' .[rte I,. Y U A -a 0.30' -�Iv� 1.50' ® EXTRUDED HANGER (6063-T6 ALUM. ALLOY) T 4" 5' .5'�-10" —�.5 .5'}--10" --45. 24" ® ALASKAN EXTRUDED HEADER SPLICE (6061-T6 ALUM. ALLOY) 1.686" EXTRUDED CHANNEL CONNECTOR .500" ® (6063-T6 ALUM. ALLOY) .Typ.: k_ 1.562" SCHEDULE OF ALLOWABLE SPANS FOR 6 " & 12" PANELS ADJACENT TO SKYLIGHT PANELS. NOTE: HEADER SPLICE MUST BE LOCATED WITHIN 12" OF A COLUMN. *6" PANEL SPANS 0.15' EXTRUDED HEADER *12" PANEL SPANS SPLICE WITH TIGHT FT t— 0.024 t— 0.032 t— 0.036 INSIDE HEADER t— 0.024 t— 0.032 1— 0.036 0.15' 11'-9' 14'-5' 17'-2" TYP. 11'-0' 5.406" 14'-7' 15'-1' 20 81-8" 10'-6' 12'-6' 13'-5' 7'-11' 10'-4' 11'-8' 8 - 11114 SMS 25 I • 7 -2 9'-5- I ■ 11 -3 .250' R. I ■ 7 -2 I ■ 9 -3 I ■ 10 -7 4.00" 301 6'-1' 1 8'-8" 10'-4' Z 6'-7" 8'-6" D.Q 0 u U0 I IJ V 0- Z 06� M 8-#14 TYPICAL 12' V -PAN /14.SMS CSEE TABLE 8.5 •FOR SPACING _ 1.50" r i ,1 A-RAIL-SEE �k_74yp.l DETAIL 'AF' J10 SYS • FMM- N9 SPAM e' = FOR a' wwas ' ac. RR Ij wens O C FOR I PIWEIS 2.25' OR 2.50' .[rte I,. Y U A -a 0.30' -�Iv� 1.50' ® EXTRUDED HANGER (6063-T6 ALUM. ALLOY) T 4" 5' .5'�-10" —�.5 .5'}--10" --45. 24" ® ALASKAN EXTRUDED HEADER SPLICE (6061-T6 ALUM. ALLOY) 1.686" EXTRUDED CHANNEL CONNECTOR .500" ® (6063-T6 ALUM. ALLOY) .Typ.: k_ 1.562" SCHEDULE OF ALLOWABLE SPANS FOR 6 " & 12" PANELS ADJACENT TO SKYLIGHT PANELS. LIVELOAD (PSH) *6" PANEL SPANS *12" PANEL SPANS t— 0.018 t— 0.024 t— 0.032 t— 0.036 t— 0.018 t— 0.024 t— 0.032 1— 0.036 10 11'-9' 14'-5' 17'-2" 17'-9' 11'-0' 13'-3' 14'-7' 15'-1' 20 81-8" 10'-6' 12'-6' 13'-5' 7'-11' 10'-4' 11'-8' 12'-1' 25 I • 7 -2 9'-5- I ■ 11 -3 12'-l" I ■ 7 -2 I ■ 9 -3 I ■ 10 -7 I ■ 11 -2 301 6'-1' 1 8'-8" 10'-4' 11'-1' 6'-7" 8'-6" 9'-9" sl 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 RES. REPORT #3286 FOR 6' PANEL 1.10' FOR 12' PANEL 0.85' t = .052' 1.07' FOR 6' PANEL 0.80' FOR 12' PANEL 0. J' �. .375' 42' .375' If I_T R = 4.50' I� .30' f---- .30' 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 I REVISION I DATE I REVISION c�X&MEngineering Services NO 260 0 � "nm1r DrIve ElkhaOt.AIIINPro 46514 S�91 KG ICBO ES EVALUATION REPORT NO. ER -2621P I ` Q DRAINI O NONE OR PART COMPONENT PARTS do CONNECTION DETAILS ALF NAME ENGI P 2/8/2000Ell 97coo5 5 OF 9 3' x 3' ALUMINUM BOLTS 0.09, 500 1 1 ��- Zir 1.00 .... . 1.575" f --- '719 1.575" 5.5" 37X 3 1/2' HILTI KWIK LZ TO SLAB OR FOOTER EACH SIDE) ®ALTERNATE 30 SQ. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) r%- IF %ire EIDN: 1rr• Roo aHAINETVN. 4 HE]DN ONIETER AM 1. ALL PARTS To BE HOT -W GALVAN® OR ELEC OPMED ZW- MAY BE USED N LIEU OF ATT101NG TO CONCRETE SUIS. 2. FABAGTION OF MAC ANCHORS AND SAFETY STAXES I BEYDIO THE SCOPE CS THIS REPORT. FTIBRI A7IO N DETAILS NO QUNTY CONTROL PROGRAM MUST BE suBHRm To BUILOOM OFFICIAL FOR APPRUML 3. MINING ANCHORS MAY BE USED 14 THE FOLLNNG TYPES OF SOIL: SND. WAVEl. CLAY, SADY GRAVEL, SETY CRAv . SLTY SAID. CLAYEY SND. CAM GWNlIEL SADY MAY. SILTY C LY AND CLAYEY SLT. ®AWNING ANCHOR ro,1 ,r -r �OFPL 3/4' WN. I' mK 1 • TIN. 3/4' IIT. FOR Siff INTO FOOTING SEE SCHEDULE 'F' e RIGHT STEEL POST SCHEDULE REQUIRED 'W' WIDTH FASTENER MINIMUM 14 3- ;5/8. 1 2- 41/2- 1 2 142- 8 58 1 2 - 71.12- 3/4- Ir 2 11r x 2 11Z' w 1/4'ANGLE 7 Bf]4_ 1/r : 2 1/7• : 3/16' ■ 1f Pl Jam: PL 6' x 16' x ALL PARTS TO BE H01 -OEM OR ElEc,ROPWiD ZWL 7Y IN LIEU OF ATTACHING CDNCRETE SAL SEF NOTE: #2 OEIAR. 'LIR- 1---- 160 ® SAFETY STAKE (ALTERNATE TO CONCRETE SLAB ATTACHMENT) PADITplAI 1 (� OTE m" OffirIENT FUR 12* LONG RE ON ,ww- Cimino STEEL CONCRETE FOOTING USE 11 /Y I STEEL BAR FOR FOOTINGS LP TO 36' CUBE USE 2 — 1/Y • BMS FOR FOOTINGS UP TO 46' CUBE AND 3 — 1/Y • BMS FOR FOOTINGS UP TO 52' GIBE. SCHEDULE "F' — COLUMN TO FOOTING CONNECTIONS FOR Ir TO 42' FOOTING SQ.6S FOOTING SIZE OHILTI FASTENER CONNECTION TO -d' (INCHES) (OR EQUAL) SIZECOLUMN TUBE TENSION FOR ANCH OR BOLTS 'd' = 18' 2-1 4'I It Y d 1-5 10'HI BOLT 430/ 20' ■ 2 t d 58ci 22' 2-5/15'0 WM55 24' 2-3 • BOLTS 26' 2-1/f#:3 t d 3-S'1e'/ BOLTS 1 28- 1 30' 187 32' 2-5/8'0 x 4'd 34' N/A 36' N/A U.x N/A 40' N/A 42' 7 3-311ro BOLTS N/A ©ALTERNATE FREESTANDING STRUCTURE COLUMN ''d' SIZE IN ANCHOR BOLT OR HMI FASTENER SIZES INDICATES DEPTH TO FOOTING CONNECTION DETAIL OF EMBEDMENT. EXAMPLE 2 1//2-d INDICATES 2 1/2- EMBEDMENT OF ER ANCHOR 'OR EQUAL' TO HILTI FASTENERS. ALTNATE MUST BE ICBG ES. APPROVED TO PROVIDE ALLOWABLE TENSION EQUAL TO 'REQ'D TENSION FOR ANCHOR BOLT' VALUES MOWN. HILTI INDICATES HILTI KB -II ANCHOR BOLTS PER ICBG E.S. EV J4627. ® ATTACHED STRUCTURE COLUMN TO FOOTING = ®FOOTING SCHEDULE CONNECTION DETAIL 'dam = 18' TO 32' DATE REVISION DATE REVISION HILTI FASTENER ALTERNATE COMM ANGLES C? k J 1/2' CONC. SLAB NO. 2 �..Q : . •. 'i . s�: � UNDOcl'J Q a : �... i.. .. Nr ql ty� •' _ F F AOF 3- 3l -v -v ® COLUMN CONNECTION DETAIL FOR SLAB & FOOTING ATTACHMENT ENGINEERS STAMP Engineering Services MpimftaL 1140 All Pro 6514 Elkhart, IN 48514 or KG ICBO ES EVALUATION REPORT NO. ER -2621P DKAVONG NONE �10R—PART COMPONENT PARTS do CONNECTION DETAILS 2/8/2000IBL97CDO6 6OF9 0- rn V u _ Lu 7 Oe 5 UJ o z ®Q 5 - ra rw %m a ISL AIV AIL wV V ® C—BEAM TO COLUMN CONNECTION 19•� 5/16' BOLTS SEE TABLE 8.4 COLUMN E4 FOR QUANTITY (MI144) 5 1/2' x 10' ALUM W= BEAM OR 5 1/2' x 7' ALUM W= BEAM OR 4 1 2' x B' ALUM W= BEAM I/ COLUMN 8 - 5/16 BOLTS ,0'TYP CUT BOTTOM FLANGE OF I -BEIM AS SHOWN AT COLUMN ®ALTERNATE — 4 1/2- X 6` X 5 1/2- X 7" ALUM. W BEAM CONNECTION DETAIL e I I 4- 315 3. 5 'W MIN. OF 4.50' GG .Jb ti�0 O. O 0.5' ..I .0 „Ln IJP PLATE %1' AM TOP PLATE 'L' = COLUMN SIZE + 1' 1W' = COLUMN SIZE + 1/2' WITH A MINIMUM OF 4.5' ® TOP PLATES 'A' do 'B' AND SCHEDULE 'B' FOR TOP PLATE CONNECTIONS WITH '1' BEAMS (Y, Z, AA) ON STEEL POSTS. 3. 0'--1 3' x 3' HEADEF 8-14 • 14• eu 2,0'- 1,0' —.50' $+ 1.o' ; 1 T 6,0' +1.0' ®COLUMN TO HEADER CONNECTION FOR 3' X 3' STEEL HEADER 'AB' 5.5' 2 5/16' BOLTS W/ 1.0' DIA, 1,575' x 3/32' THK, STL. WASHER L .750' ,100' J7 :3 f 2.5' 1, ' .750' I .056 2 5/16' BOLTS 3' x 3' COLUMN 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, ®ALTERNATE 3' SQ. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) ALUMINUM 'I' BEAM OR STEEL 'C' BEAM 2 5/16' BOLTS W/ 1- DIA. 2 5/18- BOLTS SEE x 3/32' THK. STL WASHER TABLE 8.3 ONTITYN t=O. 25p SEE TABLE 8.COLUMN 'Q' K' FOR QUA FOR QUANTITY t Lol— 3' STEEL COLUMN _ 'Y = 0.048' 03' STE OLUMN TO HEADER CONN. BRACKET (6063—T6 ALUM.) REVISION DATE REVISION 'Engineering Services 1W 1140 All Pro DriveElkhart, MMM Cpl IN 46514 •���� .�• j \, ; O ES EVALUATION REPORT NO. ER -2621P . CtNAME ,,;, DRAWING NONCOMPONENT PARTS do CONNECTION DETAILS EN (NEER STAMP2/8/20097CDO7 SHEET 7 OF 9 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 ftSPUCE 7.0' 5.0" 0'1' 2-7" C SPLICES t=.062• TYP. - - ONE EACH SIDE OF 7 'I BEAM 'TIGHT FIT I' O.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 7" C SPLICES (6061—T6 ALUM. ALLOY) i BOLTS EACH SIDE OF q SPLICE i SPLICE 14• 14' 1• 4� 4• 1. 1. 1' 4' 22• 48" @70 X 5 1/20 ALUM. I—BEAM SPLICE BOLT LAYOUT 3"X 8" ALUM. HEADER -r I 2"X 6 1/2°X .024" ALUM. SIDEPLATE S CONNTION DER FOOTING "d" (IN) ALTERNATE FOOTING SIZE NO. OF ANCHORS 18 120X 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 240X 15" 2 30 1 24"X 24"X 15" 2 32 24"X 240X 15" 3 34 24"X 240X 15" 4 36 24"X 240X 15" 4 3- #14 SMS / EACH SIDE 3- #14 SMS EACH SIDE 4 1/2• - 2X 6 1/2" ALUM. HEADERS I 1/2 7" 3- I#14 SMS ALUM." 3- #14 SMS EACH KEACH SIDE COLUMN SIDE OF COLUMN Z"X 6 1 /2" ALUM. 3"X 3" ALUM. SIDEPLATES COLUMN WITH SIDEPLATES END VIEW S DOUBLE 2" X 6 1 /2" HEADER CONNECTION �oe,()��u/�.9 AR 0 � =L1 WITH SIDEPLATES NO O a OIL., ERS STAMP REVISION I DATE I REVISION Mpb9bm Engineering Services 1140 All Pro4 Elkhart. IN 48516514 (AWN Or CMP ICBG ES EVALUATION REPORT NO. ER -2621P :ALE' ORAWING NONE ORPARTCOMPONENT PARTS do CONNECTION DETAILS NAME 2/8/2000 Irmw97CD08 8 OF 9 t®- L.L: 012- LLJ C rz a 4 0.08• EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER. TERNATE 2- 2'X 6 1/2' ADERS IN PLACE OF X 8' HEADER WITH IST do SIDEPLATES ( 3' POST ,a P Lu miW TYP. 1' ®ALTERNATE 2-2" X 6 1/2- HEADERS •' t r . 1 /4� BOLTS OR 3 #14 SMS EACH SIDE • • ,,,,1 4— /14 S.M.S. ,� 3' X 8' BOX 1�- y BEAM HEADER J. x 't 6- 3' "I 6' c --ALUMINUM 'H' BRACKET �T 3'X 3' ALUMINUM COLUMN -� - 3' k 4 1/2' 1/2 7 7" 1 /2' 36 �• SPLICEE DETAIL 3X14 SMS EACH SIDE ® ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER ® 5 1/2- EXTRUDED HEADER SPLICE (6063—T-6 ALUM. ALLOY) (6061—T6 ALUM. ALLOY) /10 x 1.5' SMS SEE TABLE 88..55 FOR SPACING ® 3 1/20 'G' RAIL (6063-T6 ALUM. ALLOY) 3 #14 SMS EACH SIDE OR 2 5/16" BOLTS 3'X 3--_412"X 6 1/2" COLUMN-;o,SIDEpLATEES Vis• ALUM. FOOTING Q f` 3/a" / . X ,L9 BRACKET' ONLY ON SLAB SEE NOTE OR d=26 FOOTER AT RIGHT y.�; • .; OR SMALLER or - SLAB SLAB OR FOOTING ® ALUMINUM FOOTING BRACKET FOR CONNECTING E liF I COLUMN TO CONC. SLAB OR FOOTING (6063—T6 ALUM. ALLOY) ENGI S 2'X 6 1/28X 12' HANGER ALUM. RnFASMVAA 0 16' RC O.C.HE 2'X 6 1/2' . 6 ® ALTERNATE -DECORATIVE FASCIA TRIM ® 3 1/20 'J' HANGER (6063-T6 ALUM. ALLOY) c NON—STRUCTURAL 2.109' COMPONENT 5.721' 5 1/2- EXTRUDED SIDE FASCIA (6063—T6 ALUM. ALLOY) E REVISION I DATE REVISION r ,, 19lnlag Engineering Services 1140 All Pro Drive Q Elkhart. IN 46514 FNIONE ICBO ES EVALUATION REPORT NO. ER -2621 P DRAWING 3-31-dLOAME� COMPONENT PARTS do CONNECTION DETAILS SHEET STAMP 2/8/2000 M 97CD09 9 OF 9 'x •' t r . 3' ao L1 HEADER (3006-1-1391 ALUM. ALLOY) 2 1 8' 11/rORr .Ott 1 1� OR r O LATTICE f=0.024 (3105-H25 ALUM. ALLOY) OR co , 0.032' to r It=.0240a OR .0265' r7 O RAFTER do SIDEPLATES (3006-H391 ALUM. ALLOY) L4 COLUMN (3006-1-1391 ALUM. ALLOY) .048 MIN. R #8 X 2 ' SYS FOR 1 1/2' u►rnc�- / e x FOR 2' LATTICE 0 -ALUM. RAFTER L9 LATTICE TO RAFTER CONN. L= 1.92' FOR 2' X 6 1/2' RAFTERS L= 2.y' FOR 3�RAFTERS .04 IL N m 01.1 r d' 1' TPP. W 0 2-18 SMS EACH SIDE r'a x� Cti =XORI 3/4' WOOD WTOOMETALAL 2-110 SYS P (6063 -T5 ALUM. ALLOY, 7= 0.040' L6 RAFTER HANGER *ej 8 SMS EACH R HANGER ti HEADER HEADER DETAIL MAXIMUM MAX FASTENTING �H R�EER GAGE WIND L❑AD TRIG— #8 SMS EACH BRKT. SEE TABLE AR .042 3• x 8, L1 90 PATI❑ H 10' 3—#8 SMS EACH BRKT. AT RIGHT. 15 18 / ti .036 3' ^ 8' L1 90 MPH 5' 2—#8 SMS EACH BRKT, BRACKET USED W\2' X 6 1/2' RAFTERS BRACKET USED W/3' X 8' RAFTERS 3' x 8' PATI ❑ 10' 4-#8 SMS EACH BRKT. L7 RAFTER TO HEADER CONNECTION BRACKETS .032 DBL 2 x 6 L11 90 MPH PATIO 10' 3—#8 SMS EACH BRKT. (6063-T5 ALUM. ALLOY, T=.060') .094 8' STEEL C L23 90 MPH 22' 12—#14 SMS EACH BRKT. 90 EXP C 1 10' 2—#14 SMS EACH BRKT. _ MAR 0 3 1/4' x 4' LAG SCREW OF / � DATE REVISION DATE REVISION SEE TABLE 8.5 COLUMN fpU1A7& GR- 2 X DEPTH t�`� C Fey ANC4 FOR QUANTITYALL 10 PSF USE 1 LAG EA E Q �._ PER STUD 16' 0/C ALUM r N 2 70 -0 p� ''� ARE RAFT fact 3 31 2 e Engineering Services ®® C L SIMPSON WINGER 1140 All Pro Drive 2- #10 X 1 S. 021258 I.C.B.O. `��,� I�/I\- ��\� Elkhart. IN 46514 LlJ U1 EACN' SIDE ¢ F OAL,� KG ICI30 ES EVALUATION REPORT N0. ER -2621 P - Z OLS ALTERNATE RAFTER TO WALL CONN. NONE �EA� COMPONENT PARTS R CONNECTION DETAILS Cm FOR PATIO & COMMERCIAL LATTICE STRUCTURES ENGINEERS STAMP 2/8/2000 ff 97LTOI M TSR, OF 4 .a S A ; -1 L ® jw 1/2' PUISTTC 2"x 6 1 2" OR 3" x 8" l� SEE SAE FOR SIZE �° LTERNATE 2- 2"X 6 1/2" r ` LL ® � C1 BOX l�\\ HEADERS IN PLACE OF HEADER SPLICE MUST BE SEQDN3"X 8" HEADER WITH CENTERED ON COLUMN POST do SIDEPLATES 2- 14 SM 0 CJC EAC ® BBOX INTO 3"X 3" POST S� _ / i NATE AUSE CCESS HOLEPLUG S USED MHSI1ATTACHpiN6 3' X 8' HEADER _1 r }_1 10 i S.M.S. S L ANOGTH MER BOX SECTION IN WHICH 2- 2" X 6 1/2' SIDEPLATES THE SMS LENWOULD EXCEED 1/2'. ONE EACH SIDE OF i I COLUMN L10 PLASTIC PLUG DETAIL L11 ALTERNATE 2-2" X 6 1/2" HEADERS COLUMN L16 HEADER SPLICE DETAIL 3.0° I 3.00 37-(4) 0.72 -1.56 0.72 1 0.93 3.00". 4.00" .188" I3 688"(4) 0.72 5.00" OR 6.00" �- 3.0 I .os4�4) 7 0"(4) _T oo L32 3,,, 4", 5" OR 6" 10" R X 0,93166 STEEL COLUMN 10" HIGH 0.28, IALUMAX 681"(4) Fy=36 KSI I.D. 0.37 .43714) 0.72 3.00", 4.00" -0.17 5.00" OR 6.00" I ,125" RAD, T (IN)= 0.024, 0.030, 0.040 (ALUM) .020" DP. (36) = 0.048 (STEEL) x 70' .062" RAD. (20) am DATE REVISION DATE REVISION (12) .187" RAD.(16) ALUUMNFSACIIi1NAG BE TRIMMED W/FLEX QVVESSI � O031 FLUTED COLUMN L30 3" ALTERNATE COLUMN - ���0 TU `/ - 3003-H 16 ' ALUM. ALLOY OR (3 ALUM. 6063-T6) ( �, y "t" = 0.062" UNLESS OTHERWISE NOTED A-446 Fy=40 KSI .STEEL)Cm e Engineering Services N0: ��1jGp y 1140 All Pro 4 Elkhart, IN 46516514 oZURAWN lir ICB0 ES EVALUATION REPORT NO. ER -2621 P KGURAVVINGCOMPONENT PARTS & CONNECTION DETAILS 9j OF f,� ��� NONE NAME FOR PATIO & COMMERCIAL LATTICE STRUCTURES UAW SHEET ENGIN �' 2/8/2000 M 97LT03 2 OF 4 :575 .048 x 3" x 3' STEEL POST YX 8" BOX BEAM WRAP ,o 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 2.35' FOR QUANTITY u+1j f .750' 1 1.01 750' 5/16' BOLTS SEE TABLE 8.3 COLUMN 'M' FOR QUANTITY ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) OX 8'OX 12 GA. C" BEAM 3" X 12" X 12 GA. STL. 'C' BEAM WRAP W/ Y X 8" ALUM. BOX BEAM DETAIL 3" X 8" - 1 FOR ATTACHED STRUCTURES COLUMN TO WRAPPED 3" X 8" X 12 GA. 'C' BEAM HEADER CONNECTIONS DATE DATE REVISION DATE REVISION E S S -D u 0 �.j ICL u.J o C7 F 60 z uj NO. Engineering Services' w 1140 All Pro Drive ur E3~, IN 46514 KG IC80 ES EVALUATION REPORT NO. ER -2621P ONEOR N 0 Om"NO COMPONENT PARTS & CONNECIVN DETAILS PART -L NAME FOR PATIO & COMMERCIAL LATTICE STRUCTURES E EERS STAMP 2/8/2000 �81 OW 7 97LT03 3 OF 4 -D < 0 �.j ICL u.J o 60 z 0 Lue " 6" 3" .060 34, 1 _r n 3" X 8" BOX BEAM HEADER —ALUM. 'H" ? BRACKET 30X 3" ALUM. COLUMN L24 ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6063-T6 ALUM. ALLOY) 3 #14 SMS EACH SIDE OR 2 5/16' BOLTS "1 2 3/8' HILTI KVIK BOLT II W/ 2.5' EMBEDMENT r 30X 3" I 12"X 6 1/2- ,L9 POST I SIDEPLATES I ALUM. FOOTING BRACKET I I SLAB OR FOOTING L27 ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063-T6 ALUM. ALLOY) .036 OR .042 x 3' x 8' HEA""' 651 70 do 90 MPH WIND SPEED 2 #14 SMS EACH SIDE 3'X 3' POSTS ' COLUMN W/ 'H' BRACKET #14 SMS EACH SIDE HEADER SPLICE MUST BE ON COLUMN 2— 14 SMS o SIDE 3' X Be HEADER o d - o 2— 2' X 6 1/2* SIDEPLATES 'X 3' ONE EACH SI OF COLUMN COWMN L16 HEADER SPLICE DETAIL rlf 9 NO. 0 lF F CW -�r `. . ENGIN ERS STAMP 3'X Be 0 3 #14 SMS EACH 00 �-- I tj 0 0 3 #14 SMS EACH SIDE 2'X 6 112' SIDEPLA 3'X 3' POST COLUMN W/ SIDEPLATES (USE ONLY FOR ATTACHED LATTICE WO SRRUCT M ® SAFETY STAKE IN CONCRETE FOOTING DATE REVISION DATE 1'IInSg Engineering Servi �a 1140 All Pro Dr1va Elkhart, IN 4651 MN 1IT: KG ICBG ES EVALUATION REPORT NO. ER -2 ;ALL: MAWING NONE OR PART COMPONENT PARTS & CONNECTION DETAIL' NAME FOR PATIO do COMMERCIAL LATTICE STRUCI SHEEI 2/8/2000 Y 97LT04 4 OF r 0 36?o m 757, tl "r cTrlf k d f r I JIM'— n. I J� u, t: I '� , z 1 t• _ L t a tl Y �t i I' r rt r 1 °t i w I 1 J v. I I i ,t e } 4 , PAY