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HomeMy WebLinkAbout078-140-005IR- ynoka Homes, Inc. 5726 Via Pacana,lot 5, Oroville Permit #2911-79B,P,E, (new single family) 517-90P SWEENEY,, Rick 5726•'Via; Pacana,,`Oroville 2�I Contr, Rick' Mauldin a' I (new4-water heater/sf) PERMIT#97-0176 SWEENEY, Rick 5726 Via Pacana, Oroville Cont: R.D. Prater A1A4Z- Z -Z7 -q9 Repairs & Conv Garage to Bedrm/SF - 03-2016 SWEENEY, RICK 5726 VIA PACANA, OROVI H ALE Cont: CURTS CONST. _I ADD PATIO COVER & RERO.O 9 -oma W., r 1 -!- ---- V COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Orovidi'e, California 95965 • Telephone (530) 538-754 PERMIT NO. (Rev. 1'2/96) APOLICATION AND PERMIT ASSESSOR PARCEL NUMBER 036-740-005 ZONING R-1 BUILDING PERMIT OWNER SWEENEY RICK TELEPHONE SO. FT. OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 5726 VIA PACANA sq 1,260.00 DBCONST. NAME CURTS TELEPHONE 240 13 3 126.00 CONTRACTORS MAIUNG ADDRESS 3367 MORNINGSIDE, DR. OROVTTJ.F. 95966 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fireplace Total Valuation 4.380.00 ARCHITECTOR ENGINEER LICENSE N0. —Fling Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 72.00 Plan Checkin Fee $ 46.80 BUILDING ADDRESS 5726 VIA PACER OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ 138.80 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 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: R,i. ROOF $4 ALUM PATIO COV. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Feel 20.00 Main Service q OR LER 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 ClassJT Lic. No. 7 OWNER -BUILDER DECLARATION I herebyaffirm under penalty of perjury that I am exempt from the Contractors License P kY P 1 rY P 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 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service 200A TO I000A 46.00NEW CONST. DWELLING OCCUP, SO OR ADDNS. a ACC. BLDS. 3.50 FT. NON-REOSID. OUTLET @7.50 POWER APPARATUS e SINGLE OUTLET CIR. Ex. OCCU OUTLET OR FIXTURES SAL p '_w Ex. OCCU FDLED APPLNS. OR oLJTlfTS '(g.,6.EA 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 $ Policy Number (The above sections need not be completed R the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation pr visions of section 3700 of the Labor Code, I shall forthwith omply th tho provisions. ��4�� X Date a Si nature of App icant - 0 Owner A Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in he ht. Mobile Home Installation Fee $ Energy Inspection Fee $ occ V CONST CONST. TYPE VN TOTAL FEE $ 138.8 Al. -- FEES --- IMP -- FLOOD ---- CDF -- PARCEL H ISS 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 Efate 3o 0� PERMIT EXPIRES V i Date 16 ReceiptNo. 3 WHITE-D.D.S.-B.D. CANAR SSOR PINK-TNSPECTOR GOLDENROD -APPLICANT ,. ..�..,. .'�n.rc .. .r•- wv+ . .. :... .. ..... _ _ ... I., ' ., , �,rs.+if`�T *'�ua.,i S"T"t't,,,,n.., . �,,w^�'7"tr'r"A+R4 .Mry, � � 4 � T j. wrj it -. �,,;,P'{�jy,•;y1i •,�„j�. ate• k r D 3 COUNTY OF BUTTE-DEP/f,?iMENT OF DEQ ELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT' APPLICATION DATA SHEETIj ' OWNER: i ASSESSOR PARCEL NUMBER 3 (,ol 7 — Proposed Building UserP�( O.{ -5f 21W Ct r-p—Bunter Technician: Com`" 3e 7 Items required in order to apply 0-d permit. All boxes MUST be checked OR mar ed NA in order to apply. . Plot plans, 3 or 4 sets, signed,k the preparer'of the plans. D` 1. 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ,;f 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4.. Engineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and calculations in triplicate, (C) Elevation views in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑; 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ ;i' ❑t>9. Plot plan and business license approval from the City of Biggs .................................... " ❑ `4`0,'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.) Ll 14. Fee as shown on the attached Schedule of Fees Due Sheet ..................................... .:. atement of Intent for Non -heated and A/C Buildings .................................... Sanitation and plot plan approval from the Environmental Health Department in V 7. City of Chico Plumbing permit.......................................................................:.. ❑ `18. California Department of Forestry plan approval ❑ paid. Sent by: ...................... ❑ 19. Planning approval for (A) Use: (B)Parking: (C) Parcel Check: ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway -from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................ ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given totowner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... ❑ 29. Existing violations and/or expired permits......................................................... ❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone Ca and hold for pickup. I have been informed o"e apse OgA' and requirements for obtaining a building permit. (�Applint: 1. Index permit application for the above items numbered: Plan Check Letter 2. Additional items required Contractor, designer, owner, was advised cf the above data by phone, ❑ mail, ❑ counter, by Date: Contractor, designer, owner, was advisied of the above data by ❑ phone, ❑ mail, ❑ counkby Date: Plans reviewed by: Date: ; Plansapproved by: Date: Structural reviewed by: Date: Structural approved by:Date: Note transfer by: Date: Yellow: Buildine Division 'i� COUNTY OF.BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7 1 P R T NO. (Rev.12/116) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER(j J / _ ZONING BUILDING PERMIT OWNER , i0 %C /"�! ' ` •[ TELEPHONE SO. FT. OCC. BUILDING VALUATION LS OWNER'S CO CTO AS NA TELEPHONE w - q '-8- � 6 CO TORS MAILING ADD ES -° In Ls L 336 7 !? (s CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation is ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee Plan Checking Fee BUILDING ADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ / (j LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE Each Trap 7.00 Solar or heat kmp water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 TYPE OF WORK SPECIFY Each gas water heat or vent 15.00 Gas piping system 1 - 5 o ets 15.00 New ❑ Addition ❑ model Utilities ❑ Installa' ❑ Other ❑ Building sewer 15.00 Mobile Home ISI GI W @20.00 Describe Work: Q n - PERMIT FEE S (PP ELECTRICAL PERMIT Fling Fee 20.00 ,jC'GI Main Service A OR LESS 23.00 Main Service 200A TO 1000A 46.00 A ^ NEW CONST. DWELLING OCCUP. 3 5¢s0. OR G N 8 ACC. BLDS. FT. o NEW CONS MULTI-OUTLET f ' NON.RESID. BRANCH CIRCUITS @7.50 WER APPARATUS8 GLE OUTLET CIR.SIRAOUTLET FIXTURES 20 @ t.00 Ex. OCCU gA0 @ .00 Ex. Occup.O�Ttfi pamn R 5.00 —Temporary Service 23.00 Mobile Home Facilities 20.00 0 Misc. Wiring23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating /�— r (i0011n Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspe 'on Fee ti, $ NkY� 1 PE TOTAL FEE $ HAZ. I D. FEES IMP 1FLAG PAR �" " This permit is hereby issued under the applicable p ovisions of the Butte County Code and/or Resolutions to do work X Date _ indicated above for which fees have been paid. Signature of Applicant - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. By Date Receipt No. PERMIT EXPIRES ON WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT /DetAl r .s1 , COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT`S ' ASSESSORPARCELNUMBEUUR36-740-005 ZONING R-1 BUILDINGPERMIT OWNER SWEM. RICK TELEPHONE SO, FT, OCC. BUILDING VALUATION sq 19260.00 DRESS � X126 VIA R%W= OROVILLF CONTRACTORS NAME /4+Tl1q�DlTS /WyyL*�T • TELEPHONE 534-8362 240 13 3.129.00 CONTRACTORS MAIUNG ADDRESS 3367 MORNINGSIDE DR. OROVILLE 95%6 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation A A1.380.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 46.80 BUILDING ADDRESS 5726 VIA PACAM OROVILM Energy Plan Checking Fee $ $ PERMIT FEE $ 138.80 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each cias water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: RE ROOF $ ALUM PATIO CCN. Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200A oR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. �% License Class Lic. No. / %r 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. D I am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADONS. ( ACC. �nS. SO 3.5QFT: NoN RE°s,oT. MULTI.OLITLET @7,50 POWER APPARATUS 6 SINGLE OVILEr CIR. Ex. Occup. OUTLET OR FIXTURES 20 @ 1.00 BAL- @ .50 Ex. Occup. ..ED Ao .oma 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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.) ID 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 omply6with tho a provisions. � X ^ - t 1 �f A,-, Date �'- � � � Signature of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" dee and demolition or construction of structurs over 3 stories in height. p MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ �/ co T PE ,� TOTAL FEE $ 138.$ HAZ. .. D. FEESIIMP . ,...-- FLOOD —�-- COF --- PARCEL �PD U IS-Sl1E tI/ 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. (,�,�� i By J (o`T "` "' �/\ bate;f PERMIT EXPIRES ON I Date �w Receipt No. _35 �,,1� � WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT NOTES RESIDENTIAL �36=740-005 03-2016 SWEENEY, RICK �. PERMIT NO. 5726 VIkPACANA OROVILLE Cont: CURTS CONST. ADD PATIO COVER & REROOF SPECIAL CONDITIONS SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date Signature CHECKED BY J=OK 0 = Not OK Not . = NotReadyable 1. MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/0 -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. Siding; Nailing -Veneer -Stucco -Mesh 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 11. 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG Braced Wall Panels 7. Well Clearance & Disconnect 12. 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11.. Verify #'s with Office Date Card B-1 Date Card B-1 Date ..Card B-1 Date. Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 72. Elec. Outlets at Wood Panel, Int. & Ext. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 24. Fixture & Transformer Clearance -Ins. Protection 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled 27. Romex Installed Close to Edge of Studs & C.J. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral O Yes 0 No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 36. A.C. Ducts Insulation & Support 37. Vent Fan, Exhaust above insulation 38. Condensate Drain & Overflow, Size & Grade 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties- Purl in -Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr: Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 83. Following Instld./Drive 0 Yes 0 No/Walks 0 Yes 0 No/Planters 0 Yes 0 No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/0 to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: +. 49 ALL SMUMFIES AND EQUIPAAENT IN( OVERHANGS SMALL Sq CLEAR OF ALL EASE A. SE's SACK (3F,57� FT. FROM -rdr: S1. FT. FROM T I4E AFAR PROPERTY Lit FT. FROM THE ROAD CENTERLINE S OF WRUCTURIIS AND EQUIPMENT AND AND L BE, -40�� s COUNTY BUILDING DIVISION I� RESIDENTIAL 036-740-005 PERMIT#97-0176 SWEENEY, Rick i 5726 Via Pacana, Oroville *; Cont: R.D. Prater Repairs & Conv Garage to Bedrm/SF JOB FINALED (Date) a -- Signature COUNTY OF BUTTE- DEPARTMENT OF,DEVELOPMENT SERVICES -BUILDING DIVISION v _ 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 P�SR IT O. (Rev. 12/96) APPLICATION AND PERMIT g �� � ASSESSOR PARCEL NUMBER 036-740-005 R 1 ZONING BUILDING PERMIT OWNER RICK SWEENEY TELEPHONE SO. FT. OCC. BUILDING VALUATION CONTR 19,000.00 OWNER'S MAILING ADDRESS 5726 VIA PACANA OROOVILLE 95966 - 315 U — R 6,300.00 CONTRACTOR'S NAME R.D. PRATER TELEPHONE 534-9230 CONTRACTORS "UNG ADDRESS PO BOX 336 PAL•ERNO 95968 CONSTRUCTION LENDER [Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ 25,300.00- 5,300.00.ARCHITECT ARCHITECTOR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 258.50 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 128.70 BUILDINGADDRESS 5726 VIA PACANA Energy Plan Checking Fee $ 23.00 $ PERMIT FEE s 430.20 LOT NO.SUBDIVISION'S - NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF YJ Duplex ❑ Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 15. 00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other IQ Describe Work: _ RFPATR SHF.RTR(1('.K 1.4ATFR PIPTNr R (-INVERT _GARAGE TO BEDROOM Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 'ORMain Service "'.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter i , 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is iVull force and effect. / j/�� License Class LIC. No. OWNER -BUILDER D CLARATION I 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 hgTeby affirm under penalty of perjury one of the following declarations: `r�`j 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. workers' sation ins once carrier and policy number are: MY P Y Carrier /// Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that i t p rformance of the work for which this permit is issued, I shall not employ y p rson in any manner so as to become subject to workers' cop'ensati law of ti ornia, and agree that if I should become subject to the wor ers' pe ati • n rovisions of section 3700 of the Labor Code, I shall fo - wit th se provisions. X Date Signat re of I nt - ❑Owrier ❑Contractor ❑Age An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Main Service To 46.00so CCU000A NEW CONST. DWELLING OCCUP. SO DWE200ALLING OR ADDNS. ( a ACC. Bins. 3.50FT. 11.00 NEW CONST. MULTI -OUTLET NON-RESID. ANC CIRCUITS@7.50 POWER APPARATUS & SINGLE OUTLET CIR. Zo Ex. OCCU . OUTLET OR FIXTURES SAL @ 1.50 Ex. Occup. pUITELtTS RES D.D APPLINIS OEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirin 23.00 PERMIT FEE $ 31.00 MECHANICAL PERMIT Filing Fee 20.00 Heating — Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ ergy Inspection Fee $ 46-00 o c T PE TOTAL FEE $ 542.20 HA q IM FLOOD r cOF --- PARCEL PD HD �- ISSU This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By Da PERMIT EXPIRES ON Date provisions to do work paid. S- �y / g� Receipt No. 209831 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ����""I�"-f"`�� +�w�'d1'r�..Tlu-w t' .j�1'(i%i��Y.]'+i►'wk'��i�ft'M"wi'•ifM«....ws'�i*'iY7.+"r�t►1 M.-f•W'f •v�.o�n*•,,.-a; r r CtOWROF BUTTE - DEPARTMENT OF-DEVEtLOPMENTSERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916)538-7,941 PERMIT APPLICATION DATA SHEET OWNER Rl'ck Swele"e,0.A. N Proposed Building Use Dn ✓ 01'ct e Butdin nspector Date a IL- At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . ............... .... . Plot plans"3%4 se�, signed by preparer of plans. ..�'��� .,.�........... . 3. 'C-Zrrrptet2�1� Yr -�/4 sets, signed by preparer of plans . ...................... 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 16. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ....................... 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instruc ions, 2 ets. ........... 10. Fees of $ .......... ............... 11. Impact fees -ate o o a e sc e"8Me... ©K . .... ....... . 12. California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year -flood) by California Engineer. . . 14. Sanitation and plot plan approval *K Sell)e Health Department . ............ 15. City of Chico plumbing permit . ........................... ........... . 1"6. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: (B) Parking: . ......... 18: Contact Land Development about (A) Improvements (B) Drainage. ........... 19. Driveway permit (construction approval required prior to occupancy). .. . . 20. Pre -inspection for to Building Ins actor required. .. to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance . ......................... 23. Owner -Builder Verification (Given to owner. , Mail to owner 24. Recorded copy of Agricultural Acknowledgement Statement . .................. `'25. Letter of signature authorization. ........> ................................ -' 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... . 27. Letter of intent on building use . ......................................... 28. Mobilehome utility clearance . .......................................... 29. Documentation of legal access. ..................... :.................. 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 31. Existing violations/expired permits . ...................................... 32. Plan check list . ..................................................... 33. 34. you issue the p t, qrp e s as follows: Mail t owner. jVto contractor. �( Telephone -Yd and hold for pickup at � rD ✓ e. Deliver with inspector. Other Parcel Creation Acreage Applicant k Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution afe �.. Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit ' e: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Da Contractor, designer, owner, was advised of above required data by_phone _mail --Counter by _Date Plans checked by Date Plans approved by Date -ate Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works F r' ^-+- vR'vW's'v�'.*°r'w��r7^'+�•,"�:�'�hlnv''rre!.Y'tpL'�f'�'wK�.'/' ._,.�'.iles+kpri'.""` .. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form Per Building) School District cro — hl�l� Building Department artment No. A.P. Number OcJ�o �%y(�-QQS Jurisdiction: = City [] County Property Owner A tet; n Property Location/Address Subdivison Residential Development 0 No. of Living MHI Units Lot No. Addition Commercial/Industrial 0 New Addition Sq. Footage (Group R) Sq. Footage (Including Exterior Roofed Areas) CO/Ll aunarny ueparunern nepreseniauve Date (Floor Plans reviewed by School District Personnel) is t Identification o. Jr%o2 (o (Street A re (City) 870081 _School District certifies that ,QCJv e. Applicant) 11 (Phone Number) (Zip Code) has complied with the requirements of Resolution No. IDS-- 90 by payment of $ G 1y_1P_4 representing %� _ n`, square feet. T As 2926 $ FULL MITIGATION $ School District Representative Date �.Y R „ Paid by Check # Remarks: g d- r Bank Number r Paid by Cash If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform'wki (1 1/94)dmm DApa� COUNTY OF BUTTE- DEPARTMENT OF 0EVEL6PMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT PERMIT FEE t ASSESSORPARC0. U SER ^^'//}}�� /�/�� — / GD-- W ZONING ,% 1Y I BUILDING PERMIT Fling Fee OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION 23.00 OWNERS "Ur ADDRESS •� j/'� e . r0 7 0 200A TO LOooA RACTO NAM tco TELEPHONE ' S - OR ADONS. ( D & LLIN ACC.9 SUP. A Rs KESS J 3 6 _d r J/,0 CONSTRUCTION LENDER ^ MULTI.OUTLET Fireplace LENDER'S MAILING ADDRESS . Total Valuation $ S 3 ARCHITECT OR ENGINEER LICENSE NO. 20.00 Flln Fee $ ry Permit Fee S . _ ` ,c6A D Plan CheckingFee $' ARCHITECT OR ENGINEERS MAILING ADDRESS BUILDING ADDRESS Energy Plan Checking Fee $ , oa $ PERMIT FEE t L'_ _ 3.0 • 49 LOT NO. SUBONISX)NS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF;J�' Duplex 13 Mobilehome ❑ Other SPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 JS , D Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ OtherX Describe Work:/, i r J�� ` ►��` t� �— Gas pipia system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 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 I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X __ __ Date 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. PERMIT FEE t 3-5-1OC ELECTRICAL PERMIT Fling Fee 20.00 Main Service e00v oR LEss 200A OR LESS 23.00 Main Service 200A TO LOooA 46.00NEW OR ADONS. ( D & LLIN ACC.9 SUP. A 3.50x. J/,0 NEW CONST. ^ MULTI.OUTLET @7.50 EX. OCCU . OUTLET OR FIXTURES aqL d .50 FIXED APPLNS. OR 5.00 Ex. Occup. OUTLETS REBID. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t MECHANICAL PERMIT Fling Fee 20.00 Heating 6.50 < PERMIT FEE 1 $. Mobile Home Installation Fee $ Energy Inspection Fee $ j+ Io . occ I coNST. Tr PE (TOTAL FEE $0 -� _ HAZ. I D. FEES IMP FLOOD ' CDF PARCEL PO I HD I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Receipt No A ) I PERMIT EXPIRES ON .� a o n r u R .ess'�s [)R PINK•INSPECTOR GOLDENROD APPLICANT Date CERTIFICATE OF COMPLIANCE: RESIDENTIAL � Page 1 CF -IR Project Title.......... SWENNEY ADDITION Date........ 02/05/97 Project Address........ 5726 VIA PACANA ******* --------------------- OROVILLE *v4.50* 1 % 7� Documentation Author... WILLIAM H. FOX Buil 40g Permit # f Fox Company 3995 Olive Hwy. 1 Plan Check / Date Or ov i l l e, CA 95966 ; 916-533-2730 Field Check/ Date ClimateZane........... 11 --------------=------ C--_,mp.l iance Method...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. MICF'OPAS4 v4.50 File-PRA315W Wth-CTZ11S92 Program -FORM CF -1R LJser#-MP1809 User -Fox Company Run -ADDITION ------------------------------------------------------------------------------------- GENERAL INFORMATION Condit icined Floor Area..... 315 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 270 deg (W) Number of Dwelling Units... .28 Number of Stories .......... 1 < Fl. nor Construction Type.... Slab On Grade Glazing Percentage......... 10.2 % of floor area Average Glazing U -value.... 0.72 Btu/hr-sf-F BUILDING SHELL INSULATION Component Frame Cavity Sheathing Insul Assembly Type Type R --value R -value R -value U -value Location/Comments Wall Wood R-13 R-0 R-13 0.088 Outside, outside Roo f Wood R-11 R-19 �R-30 0.031 Attic S1abEdge n/a R-0 R-n/a R-0 0.720 Ar ea U_ Or ientat ion (sf ) Value Window Front (W) 16.0 0.720 Windciw Right: (S) 16.0 0.720 FENESTRATION ------------ # of Interior Pan- Shading/ Exterior es Description Shading Drapes.Std None Drapes.Std Nene THERMAL MASS Over- hang/ Framing Fins Type Yes Metal None Metal Ar ea Thickness Type Exposed (sf) (in) Location/Comments •-•---------------•----•----------___- --------------- --- ----------� S1 abOnGr ade Yes 30 3.5 Exposed �sed S.labOnGrade No 285 3.5 Covered ����L CEATIFINTE OF COMPLIANCE: RESIDENTIAL Page 2 CF -1R ------------------------------------- Project Title.......... SWENNEY ADDITION Date........ 02/05/97 MICROPAS4 v4.50 File-FRA315W Wth-CTZ11S92 Program -FORM CF -1P. User#-MP1809 User -Fox Company Run -ADDITION ; -------------------------._------------------------------------------------------- HVAC SYSTEMS ------------ Minimum Duct Duct Thermostat Equipment Type Efficiency Location R -value Type ---------------------------------------------------=------- Furnace 0.630 AFUE R-0 NoSetback: Nc-Cool ing 10.00 SEER R-0 NoSetback SPECIAL FEATURES/REMARKS ------------------------ COMPLIANCE STATEMENT -------------------- This: certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design. responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features/ Remarks section. DESIGNER or OWNER: Name.... RON PR:ATER Company. PRATER CONST. Address. 6129 POWER HOUSE HILL OROV I LLE CA. 95965 Phone... 534-9230 License. B-442 145 Signed.. (date) ENFORCEMENT AGENCY Name.... Title... Agency. Phone... Signed.. (date) DOCUMENTATION AUTHOR Name.... WILLIAM H. FOX Company. Fox Company Address. 3995 Olive Hwy. Or ov i 11 e, CA 95966 Phone... 916-533-2730 Signed.. _ tda -e) MANDATORY MEASURES CHECKLIST: RESIDENTIAL Page 1 MF -1R Pro.ject Title.......... SWENNEY ADDITION MM Date......... 02/05/97 Pro.ject Address........ 5726 VIA PACANA --------------------- OROVILLE *v4.50* 1 11 Documentation Author... WILLIAM H. FOX ******* ; Building Permit # Fox Company 11; 3995 Olive Hwy. 1 Plan Check: / Date Oroville, CA 95966 ; 916-533-2730 ' Field Check/ Date Climate Zane........... 11 ---------------- ------ Compliance Method...... MIC:ROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. 1 MICROPAS4 v4.50 File-PRA315W Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -For, Company ------------------------------------------------------------------------------- Run -ADDITION ; Lowrise residential buildings sub.jer_t to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of. Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as binding minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. BUILDING ENVELOPE MEASURES -------------------------- Design- Enforce-- er ment *150(a): Minimum R-19 ceiling insulation. 150(b): Loose fill insulation manufacturers labeled R -Value. *150(r_): Minimum R-13 wall insulation in framed walls (does not apply to exterior mass walls). *150(d): Minimum R-13 raised floor insulation in framed floors; minimum R-8 in concrete raised floors. 150(i): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. 118: Insulation specified or installed meets CEC quality standards. Indicate type and form. _ 116-17: Fenestration Products, Exterior Doors and Infiltration/ exfiltration controls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Manufactured fenestration products have label with certified U -value, and infiltration certification. c. Exterior doors and windows weatherstripped; all Joints and penetrations caulked and sealed. 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f):.Special infiltration barrier installed to comply with Sec. 151 meets C:EC: quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and gas logs cgs 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. MA6ATd`RY MEASURES C:HEI--*KL I ST : RESIDENTIAL _ Page 2 MF -IR -------------------------------------- Prc_-.ject Title.......... SWENNEY ADDITION Date........ 02/05/97 MIC:ROPAS4 v4.50 File-PRA315W Wth-CTZ11S92 Program -FORM MF -1R User#-MP1809 User -Fox Company Run-ADDITION ------------------------------------------------------------------------------- SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er ment 110--13: HVAC: equipment, water heaters, showerheads and faucets certified by the C:EC:. 150(i): Setback thermostat on all applicable heating systems. 150(j): Pipe and Tangy:: insulation 1. Indirect hot water tanks (e.g., unfired storage tanks or backup solar hot water tanks) have insulation blanket (R-12 or _greater) or combined interior/exterior insulation (R-16 or greater). 2. reater). . First 5 feet of pipes closest to water heater tank, non - recirculating systems, insulated (P.-4 or greater). 3. All buried or exposed piping insulated in recirculating sections of hot water system. 4. Cooling system piping below 55 degrees insulated. 5. Piping insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. Ducts constructed, installed and sealed to comply with UMC sections 1002 and 1004; ducts insulated to a minimum installed value of R-4.2 or ducts enclosed entirely within conditioned space. 2. Exhaust fan systems have backdraft or automatic_ dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on -cuff switch, weatherproof operating instructions, no electric resistance heating and no pilot light. 2. System installed with: a. At least 36 inches pipe between filter and heater for future solar heating. b. Cover for Outdoor pools or outdoor spa. 3. Pool system has directional inlets and a circulation pump time switch. 115: Gas-fired'central furnace, pool heater, spa heater or household cooking appliance have no continuously burning pilot light (Exception: Non -electrical cocking appliance with pilot < 150 Btu/hr.). LIGHTING MEASURES ----------------- Design- Enforce- er ment 1500--.): 40 lumens/watt or greater for general lighting in kitchens and rooms with water closets; and recessed ceiling fixtures IC (insulation cover) approved. COMPUTER METHOD SUMMARY Page 1 C -2R ----------------------- Project Title.......... SWENNEY ADDITION Date.......... 02/05/97 Project Address........ 5726 VIA PACANA ----------------------- OROVILLE *v4.50* Documentation Au.thor... WILLIAM H. FOX ******* 1 Building Permit # Fox Company ; 3995 Olive Hwy. f Plan Check / Date Or o v i l l e, CA 95566 ; 916-533-2730 1 Field Check/ Date Climate Zane........... 11 -------------- Compliance i.ance Meth.od...... MICROPAS4 v4.50 for 1995 Standards by Enercomp, Inc. M I i :ROPAS4 v4.50 F i l e-PRA315W Wt h-CTZ 11 S92 Program -FORM C-' R User #•-MP 180'3 User -Fox Company Run -ADDITION ----------------------- -------------------------------------------------------- MICROPAS4 ENERGY USE SUMMARY - Energy Use Standard Proposed Compliance. = = (kBtu/sf-yr) _----------------------- Design ---------- Design ---------- Margin - ---------- = Space Heating.......... 21.20 22.23 _ -1.03 = = Space Coaling.......... 14.91 13.75 1.22 - - Total 36.17 35.58 0.15 - _ *** Water Heating not calculated GENERAL INFORMATION Conditioned Floor Area..... 315 sf Building Type .............. Single Family Detached Construction Type ......... Addition Alone Building Front Orientation. Front Facing 270 deg (W:) Number of Dwelling Units... .28 Number of Building Stories. 1 Weather Data Type.......... ReducedYear Floor Construction Type... . Number of Building Zones... Conditioned Volume ......... Footprint Area ............. Ground Floor Area.......... Slab -On -Grade Area........ . Glazing Percentage......... Average Glazing U -value.... Average Ceiling Height..... Slab On Grade 1 250 cf 315 sf 315 sf 315 sf 10.2 % of floor area 0.72 Btu/hr-sf-F 8 ft COMPUTER METHOD SUMMARY Page 2 C -2R ------------------------------------ Project Ti.t1e,......... SWENNEY ADDITION Date........ 02/05/97 - ------------------- MIC:ROPAS4 v4.50 File-PRA315W Wth-CTZ11S92 Program -FORM C -2R ; User#-MP1803 User -Fox Company Run -ADDITION ; ------------------------------------------------------------------------------- BUILDING ZONE INFORMATION ------------------------- F1 oor # of Area Volume Dwell Cond- Zc ane Type (Sf) (c f) Units it ioned HOUSE Residence 315 2520 0.28 Yes OPAQUE SURFACES --------------- Area U- Insu.l Act Solar Surface (sf) value R-val. Azm Tilt Gains HOUSE - New # of Vent 1 Wall 104 0.088 13 270 90 Yes 2 Wall 16 0.088 13 0 90 Yes 3 Wall 120 0.088 13 90 9q Yes 4 Wall 152 0.088 13 180 90 Yes 5 Roof 315 0.031 30 n/a 0 Yes PERIMETER LOSSES Vent Special Thermostat Height Vent Area Type (ft) (sf) NoSetback 2.0 n/a Farm 3 Location/ Reference Comments W.13.'X4.16 Outside W.13.2X4.16 Outside W.13.2X4.16 Outside W.13.2X4.16 outside R.30.' X4.':4 Attic Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments ---------------•------------------- ----- ---------------------- HOUSE - New 6 S1abEdge 53 0.720 R-0 No FENESTRATION SURFACES --------------------- SC: SC Interior Glass Int Shading/ Tlt Only Shade Description OVERHANGS AND SIDE FINS 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std ---Window-- ------Overhang----- ---Left Fin---- ---Right Fin -- Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - New 1 Window 16.0 4.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a # of Vent Area Pan- Frame Open U- Act Surface (sf) es Type Type value Azm HOUSE - New 1 Window 16.0 2 Metal Slider 0.720 270 2 Window 16.0 2 Metal Slider 0.720 180 SC: SC Interior Glass Int Shading/ Tlt Only Shade Description OVERHANGS AND SIDE FINS 90 0.88 0.78 Drapes.Std 90 0.88 0.78 Drapes.Std ---Window-- ------Overhang----- ---Left Fin---- ---Right Fin -- Area Left Rght Surface (sf) Hght Wdth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght HOUSE - New 1 Window 16.0 4.0 4.0 2.0 0 n/a n/a n/a n/a n/a n/a n/a n/a C:OT9PUTER METHOD SUMMARY Paqe 3 C -;2p --------------------------------- Project Title.... ... SWENNEY ADD'ITI,ON Date........ 02/05/97 i. MICROPAS4 v4.50 File-PRA315W Wth-CTZilS92 Program -FORM C -2R User##-MP1809 User -For. Company Run-ADDITION •------------------------------------------------------------------------------- THERMAL MASS HVAC: SYSTEMS Area Thick Heat Conduct- Surface Mass Type (Cf:) (in) Cap ivity R -value Location/Comments HOUSE - New 0.630 AFUE R-0 0.000 NoCool i ng 10.00 SEER 1 S1abOnurade 30 3.5 28.0 0.96 R-0.0 Exposed 2 SlabOnGrade 285 3.5 28.0 0.98 R-2.0 Covered HVAC: SYSTEMS Minimum Duct Duct Duct System Type Efficiency Location R -value Efficiency HOUSE Furnace 0.630 AFUE R-0 0.000 NoCool i ng 10.00 SEER R-0 0.000 SPECIAL FEATURES/REMARKS - ��i�.(o U i � Parte.►. teTials U Wor)aneusl-dp SbSn Be In. COTE: Au lleco$nized Good Practices and ACCOTdan-G8 ,it,, eci-Aed use) of a Quality Prescribed f dplutnbing Vae & 36eehauie�- in the Uniform Buildin�leciri Com• Codes- and the Ilfationel 1 ADD 4OX40 provide 1 bedroom wit .)p dimensions of 24" U413+ P10° widsh 8.7 sQ fr_ area, and 44". masMou=tti OU bsigbJu C°anue 4 cLvwti- end 6Pa""— d get of ply tomes at all ontha3ob sus or altgrati� mace Sri 9sio'. fro yom �ritten Pew pf Butte. n e-) s14a �p9T be to sVjtuouc ger ant of � �r ���e, ► r\ F 15 � roc b0c). 9-- UCCO E X1ef 'i 0 R- Abb I� r 46�4v InOWU SMOkr detsotor per .00ft v, V. WE APPROVED VL r FOR ITER, Wi�� `FOW 1h COUNTY OF BUTTE s BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891=2751 7 County Center Drive, Oroville, CA - (916) 538-7541' 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE - 51 Ake ie,t.-,e L4 W_7.- o17, OWNER -1 PERMIT NO. A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of.work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. S PAI 3; �r rye x X& O G iY �i t S rf1A e' s 7b 4 Gam& n n.v r/P��id �✓ a REV 10/92• C 0.r A r I Spector LA COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE OWNER off. PERMIT A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. f!'D� v-PfStati V V '7] e S.� eCC, lc , 740-1- C-- 11 5 ; C-) 0-1-c115;C-) 1 a✓ O t ey /V e—ft V Date a 5 `1 Inspector �5 C REV 10/921 1 COUNTY OF BUTTE .' BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES , 411 Main Street, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 CW cL ,. 00 CORRECTION NOTICE PERMIT NO.. A routine inspection indicates that the following violations of Butte County Ordinances exist at .' the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, , please contact this office immediately. Jn.. 5 /� e KJ � c �,t o Com CW cL ,. 00 0 K /h Date Z A.1 o Inspector, REV 10/92 CERTIFICATION OF INSULATION ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS R.D. PRATER CONST. LOT #P•O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 P.O. BOX 4146, STOCKTON, CA 95204 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ 6470 B SOUTH PROCYON AVE., LAS VEGAS, NV 89118 LIC.#10675 5727 VIA PICANA DATE INSULATION COMPLETED Z CEILINGS ..• ( SQUARE FEET) ( SQUARE FEET) ( SQUARE FEET) TYPE OF INSULATION TYPE OF INSULATION TYPE OF INSULATION MATERIAL MATERIAL MATERIAL FIBERGLASS FIBERGLASS. FIBERGLASS FORM FORM FORM BATTS BATTS & BLOW BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER'S PRODUCT I.D. MANUFACTURER MANUFACTURER MANUFACTURER OCF OCF OCF BAGS SCHULLER SCHULLER 2 SCHULLER R - VALUE APPLIED R - VALUE APPLIED MIN. INSTAt_LED R - VALUE APPLIED INSTALLED THICKNESS INSTALLED THICKNESS WEIGHT PER SQUARE FOOT INSTALLED THICKNESS R-11 3 U2" R-30 12" KNEE WALLS IF R -VALUE IS OTHER THAN WALLS ABOVE MATERIAL FORM R VALUE MANUFACTURER FIBERGLASS BATTS OCF AIR INFILTRATION SEALANT MATERIAL MANUrAUIUHtH W R GRACE FOAM THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN CONFORMANCE WITH APPLICABLE CODES, MATERIAL STANDARDS AND REGULATIONS. • SIGNATURE-INSULATIO CONTRACT TITLE DATE MANAGER IGN TU E -GEN AL CONTRACTOR I TITLE DATE M REMARKS: 0 SIC -303 BUILDER COPY V=OK 0 = Not OK - = Not Applicable •=Not Ready MOBILE HOMES. Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 1. Zoning Requirements - Setbacks - Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 2. Soils; Special MH Support Sketch 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 3. Sewer, Location -Test -Fall -C/0 -Concrete 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 4. Water, Location -Test -Easement Needed (Sketch) 5. Alum. Awn.; Columns-ConnecbonsSplice-Decal-Enclosures 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Carports; Windows -Doors 6. Gas; Location -Test -Wrap; / /'L'ft. / /Nat. or/ /Lt./ /LPG 7. Electric 7. Well Clearance 8 Disconnect 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 8. Utility Clearance 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Card B-1 Date Card B-1 1. Zoning Requirements- Setbacks Easements Card B-1 Date Card B-1 2. Footings; Size -Spacing -Marriage Line POOLS (Plans) OK except #'s 3. Gas; MH Test -Demand -Valve -Connector 1. Setbacks -Easements 4. Electricity; MH Test -Crossovers -Breakers -Clearances 2. Soils; Compaction -Structure Stability 5. Drain; MH Test -Fall -Flex Connector 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 6. Water; MH Test -Regulator -Connector 4. Elec.; Receptacles and Lighting, Distance-GFI 7. Water and Sewer Connected -C/0 to Grade -HD Approval 5. Elec.; Pool Lighting; 15 Volts -GA 8. Gas and Electricity Tagged 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 9. Tie Downs -Type -Installation Cert. 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 10. Exits; Insp.-Sketch 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 11. Cert of Occupancy 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date _ Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-Dep"pacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg: Bracing 5. Alum. Awn.; Columns-ConnecbonsSplice-Decal-Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 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 -GA 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6 -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/S Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ✓ = OK 0 = Not OK - = Not Applicable = Not Ready Date UNDERFLOOR (Plans) OK except #'s 1. Zoning-Setbacks-Easments-Flood-Slope 2. Ftg., Main; Soils-Elec. Gmd.-/ PFtg. Depth 3. Ftg. Garage; Soils-Steel-Elec. Grnd/ P Ftg. Depth 4. Ftg. Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel-BlockoutsaNrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Pienums & Ducts; Clearance-Mater:al-Support-Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card E-1 Date PLUMBING (Permit) OK except #'s 17. Wajer Htr; Vent -Access -Combustion Air Baffle Water Pipe; Test & Anchor -Nail Protection i, . D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors Date 2 � 7 Card B-1 I f Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors ze xes & No. of Conductors Stapled omex Installed Close to Edge of Studs & C.J. 27. Equip, Ground made up w/Mech Fastners-Bond Gas & Water 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or Al 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral 0 Yes 0 No 31. Service -Riser Conductors & Ground -Main Disconect 32. Equip. Clearances Panels-Motors-Mech. Epuip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector RESIDENTIAL (Single & Duplex) Date Card B-1 Date Card B-1 Date I Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 3 on & Support ent Fan, Exhaust above insulation Overflow, Size & Grade 38. SFurnance Vent Access -Comb. Air -Return Air Vent 115 outlet 1 orm if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date_,.FRAMING (Plans) OK except #'s Sits Proper Materials & Anchors alls Studs -Nailing Spacing & Braces -Plates -Sound 42. Wring Walls over Girders & Floor Nailing Dr 'Stop in Walls (rat proof) Xe Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMING (Continued) gers-Post Caps -Anchors -Connectors ies- urliii-roff Brac.-Truss-Shting: Rfng. ue-Fireplace Throat clearance _ omex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions raming 159- feperiy-Laae-Firewall R Openings eck Garage 3rd Story, 2 Exits 5 se -Run -Landing -Fire Protection ttic Vents -Rafter Outriggers tuc Me - rip Scre - d. s m Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. BraceWall-Panels IL ulation-Wal eilings 62. Infiltration -Walls -Windows Date �� �� Date Card B-1 Date Card B-1 Card -1 -� Date Card B-1 Date MAL (Plans) OK except #'s ec ion - Smoke Detector 65 tor- i arage; Above oor- 7-ts-Mech. 7 rotection Bedroom Exiting a 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 6�ils' ace or Stove, Clearance -Hearth 7 . e s at oo an I, Int. & Ext. _72-9`i ound.-Air Gap -Cooking Clearance 7 . es at Kit. Counter 7 . arage ire oor; Swm Landing -Closure 75- Amt in Gara e- a er 76. tr. Htr.; ant lea nce omb. • o actor -P. . . In age; Above Floor -Meeh. Protection Plb., Elec. & Mech. Equip. Listed for Location 78- ec. ace c es in arae G.F.I. -Romex Protection ' 79 nsulation-Foam-Looked in Attic uar rnctionftst Caps dn. e • age & Wood -Earth Clearance Looked under Floor J1,Yes Following Instld./Drive 0 Yes oWValks s 0 No/Planters 0 Yes 0. o 83. Stucco Brown -Finish 44_.A..G.NniFf3isconnect, Electrical -Plumbing 8 . e- ' nce to Openings 8. , Iumbing nd 88 entilation Throught House 89:-G1a'�srProteetion 90. Corrections from Previous Inspections ,911 Gas ged, Gas -Electric ected-C/O to Grade -HD Approval JI-S-ergy Compliance Certificate -Other Certificates Date - �'1- - Card B-1,[ /-�9; Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: `y 2911779B,P;E,M. " PERMIT NO. PERMIT EXPIRES rL OWNER Wyoka Homes, Inc. owner CONTR. LOCATION (A.P. 36-74-5 5726 Via Pacana, lot 5, Oroville Temp. Power Polle Called PG&E Temp. Elec Serv. 0" g Called PG&E Temp. s Serv. G l Z 7, Ca • ed PG&E 0 7 ALED (Date) .(Signat re) • w FINAL -Permit No. Xel'ntrance Steps, Door & Sidelight Protection woke Detector Furnace --Vents Clearances Combustion Air Connecto Garage -Height & Mech.Protection Bedroom Exiting F.I. & Bath Fixtures - Electric Trim & Sub Panel -:Labels Stairs & Rails cA%0_,� Fireplace or Stove --Clearances, Hearth �N&!lectric Outlets at Wood Panel --Int. & Ext. .:),ixtures & Appliances in Kitchen--Grounded--Air Gap --Cooking Clearance L21.Electrical Outlets & Receptacles at Kitchen Counter 13. Garage Fire Door --Swing & Landing, Closer .C. Duct in Garage --Damper —"'— Water Heater --Vents, Clearances, Combustion Air, P.R.V., Connector Garage -Height & �Q ech.Protection Firewalls & Openings --Area Se aration Walls -4t1 1ectrical Receptacles in Garage G.F Romex protect Insula ion--Foam--Looked in Attic Yes Steps at Ext. Doors & Landings qJpuard Rails and Deck Construction Foundation Vents &.Crawl hole Door --Drainage & Wood -Earth Clearaiy es- ooked Under Floor _'_7 Yes Following Installed: Drive Yes Lj No; Walks s L j No; P anters or iWalls %�/ Yes No --- Creatin Drainage Problems 7'7 Yes o C. Unit --Disconnect Clearances Breaker & Conductor Size --115V Outlet Above Roof--Plumbing,Appliances, Fireplace --Clearance to Openings ater Well -Disconnect Electrical Plumbing Eskterior Electrical Trim & G.F.I. Receptacle lass Protection orrections from Previous Inspections s Test --Meters Tagged -Gas & Electric Water Supply & Sewage Connected Energy Compliance Certificate 33. Sign Job Card ALL OF ABOVE COMPLETED S.i ned : Date :- < <Y ABOVE LISTED CORRECTIONS COMPLETED SIGN JOB CARD Signed Date / y -4- PLUMBING --Above Floor Permit' No. 1. Water Heater--Vent--Access--Combustion Air 2. Water Pipe --Test & Anchors --Nail Protection 3. Drain Pipe--Test--Fittings & Anchors --Nail Protection 42" Test Q 4. Shower Pan --Test First floor --Tub Access 5. Test Tub & Shower, second floor --Tub Access 6. Gas Pipe --Size & Anchors 7. Sign Job Card ' ALL OF ABOVE COMPLETED EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED Date: - ELECTRICAL --Above Floor Permit No. 1. Clearance & Insulation Protection at Flush Light Fixtures 2. Elec. Receptacles Spacing --Lights & Switches at Doors 3. Size Boxes & No. of Conductors --Stapled 4. Romex Installed Close to Edge of Studs & C.J. 5. Equip. Ground made up w/Mech. Fasteners 6. 2 Appliance Circuits in Kitchen & Conductor Size 7. Sub Feeders --Wire size Q ga. Cu or Al, Breaker Size Q Amp. -- Insulated Neutral, Yes Q No Q - 8. Range Circuit QI ga. Cu or Al, Breaker Size = Amp. --Oven Circuit [Q ga. Cu or Al, Breaker Size Q_Amp. 9. service --riser uonaucuors a tsruuLiu 10. Bond Gas & Water Pipes* 11. Clothes Closet Light --Shower Light 12. Sign Job Card ALL OF ABOVE COMPLETED " EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED ".Date: MECHANICAL --Above Floor ...... Permit No. 1. A.C. Ducts --Insulation & Support 2. Vent Fan --Exhaust Above Insulation 3. Condensate Drain & Overflow --Size & Grade 4. Furnace--Vent--Access-Comb.Air--Return Air Vent --115V Outlet 5. Attic Access & Platform if Furnace in Attic 6. Sign Job Card ALL OF ABOVE COMPLETED EXCEPT Signed: Date: ABOVE LISTED CORRECTIONS COMPLETED Date: -3- r RES IDENT IAL 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 (! ( S72-1( (//A EAC -ANA • (location) _ BUILDING PERMIT NO. 2-9// " 7A,P. NO. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS:. (Check each item or write N/A if not applicable) INSULATION: Slab Edge. /Ir' Fdn. Walls 414 Floors Walls Ceiling/Roof 2 Ducts jwv Circulating -Pipes_ APPROVED HEATER APPROVED tdTR. HTR. [/ GLAZING: Single Glazed Special (Insulated) CERT. & LABELED WDS. & SLIDING DRS. WEATHERSTRIPPED DRS. BACK DAMPERED FANS f 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 jij'1- 6,4r1vAJ GO,. Signature of (please print) Insulation Applicator State Contractors License No. L ZS'V0 % General Contractor/Owner Name C%1 Llya' A— ��L'�''1ES I'VC - (p ase print) Signature of General Contractor/Owner Date 27 - State Contractors License No. 1 5-2s 6g THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN A CONSPICUOUS LOCATION WITHIN THE DWELLING. . Wynoka Homes Permit#�9�/_ 79' INSULATION CERTIFICATION N_Urnber and Street--� li j County —� CITY lot 5 Subdivision Lot Number DESCRIPTION OF INSTALLATION ROOF Material Brand Name _ Thickness (inches) Thermal Resistance (R Value) EXTERIOR WALL Material Fiberglass , Stand Name Certainteed Thickness (inches) 33tt Thermal Resistance (R Value) 11 CEILING _ Batt or Blanket Type Brand Name Thickness (inches) Thermal Resistance (R Value) _ Loose Fill Type Fiberglass Brand Name Certainteed Minimum Thickness (inches) 8-3/4" Number of bags 29 Weight per bag. Ib. Area Covered (het 1124 Thermal Resistance (R Value) 24 FLOOR, ELEVATED Material Brand Name Thickness (inches) Thermal Resistance (R Value) FLOOR, SLAB Material Brand Name Thickness (inches) Thermal Resistance (R Value) Width (inches) FOUNDATION WALL Material Brand Name Thickness (inches) Thermal Resistance (R Value) _ HEATING SYSTEM Gas Furnace Make Model Description Rated Bonnet Capacity DECLARATION 1 hereby certify that the above insulation was installed in the building at the shove location ir. conformance with the. current regulations setting Energy Conservation Standards for new residential buildings (located in Title 24 of the California Administrative Code). General r too buil(jer) License Number Signature and Title ate Hawkins Insulation Co._ Inc 378407 Sub• ontractor (Insulatlon Applicator) - License Number 1-11-8_0 _ Signature and Title Date CERTIFICATE REVIEWED BY Late BIN -029 (Building Inspect tion Office) COUNTY OF BUTTE - DEPARTMENT OF•,PUPLJC WORKS BUILDING INSPECTION RECORD 7 ?,,1 BUILDING BUILDING (Cont'd) PLUMBING Setback Firewall dG' % f Soil Piping Forms' Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows G 3rd Floor StemwalI Siding To out ` 7 Slab Roof Sheathing Water Pi in 92447,9 Piers Roofing Sewer ,-5 ) Garage Fdn. Vents �— -9 Fixtures l U Foot in s Garage Vents Water Htr. VII- Stemwa I i Insulation Heaters Slab Prov. for ph sically Appliances �--" Carport handlca ed Conformance of ex. Gas Piping & Test Footings strurAure Temp. Gas Slab 141nal Sa 4tion Patio FIREPLACE n Footings Footinq ELECTRICAL Masonry Walls d Throat Rough Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKLERS Motors Framin 1//1-17Test Water Htr. Stucco Final Subpanels Mesh lll71 MECHANICAL . Grd. Fault Prot. Scratch 4,HeatingService Brown Cooling Temp. Pole Finish If I Ducts -(o III Underground Interior Lath—_ V ation r 3 anen Door Closer. F inal MOBILEHOME UTILITIES ------------------ Elec. Service ec. Pedestal Water Piping Sewer Gas Piping OBILEHOME INSTALLATION - - - - - - - - - - - - - - Support Elec. Continuity Water Piping Drainage Gas Piping DATE REMARKS OR CORRECTIONS r (NOTE: An entry must be made on this form each time you visit the job site.) COUNTY OF BUTTE ,DEPARTMENT OF PUBLIC WORKS 7 County Center Drive • � Orgville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT C�k�e —22,— BUILDING Owner m ES I PJC SQ. FT. OCC. BUILDING VALUA ION Mailing Address Il-, 01 Dox 16QQ b '- Ci TORQuILLAele hone No. S3 3 '2-738 Fireplace Contractor Total Valuation �— Mailing Address Permit Fee Plan Checking Fee Vor Penalty Telephone No. Permit Fee $ ®r •T. 6- Building Address bQ PLUMBING No. @ FEE PERMIT FILING FEE $3.00 1-51Jr /' t? V I Each Trap 1.50 Db G V I Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 �/_ 7 ��--- A. P. No. �t7 on' Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 FVes Fire Dept. Fire Zone Use Permit Building sewer 5.00 ; EQA"Parking Parcel Declaration Pela P 60' /W ImprovementsLawn sprinkler system2.00 Bldg. Plans Rec'd Parcel Approval Plan pproval Permit Fee $ y NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 600V OR LESS 5.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 2.50 Single Family ® Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER 600V 25.00 100 AMP OR LESS Main service EA. ADD'L too AMP 1.00 NEW CONST. DWELING 0 OR ADDNS. ( ACC`BLDG S.0 F ) 20 sq ft l , NEW CONSTR. (MULTI -0 T NON•RESID, ( BRANCH CIRCUITS) '2.50ea NEW CONSTR. POWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name style of: G� �/1i �%10 M W l NG . Ex. Occup(OUTLETS OR FIXTURES)50 @250 104 Ex. Occu FIXED APPLNS. OR P'(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification 1 Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ ' WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. ❑I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ I FEE PERMIT FILING FEE 11$3.00 ��9 Heating Cooling ZZWd� Ventilation Hood 2.00 Permit Fee $ — $ TF 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 au authorize representatives of the County of Butte to enter upon the TOTAL PERMIT FEE .90 This permit is hereby issued under the applicable provisions of X / Date ✓ . 7 Sign ;/u re of Permitee or Agent Receipt No. s (a White-D.P.W. - Yellow -Assessor - Pink -Inspector - Goldenrod -Applicant the Butte County Code and/or resolutions to do work indicated above f r which fees have been paid. IR C OR OF PUBLIC WORKS g Date����'S / Building permit expires Date J; NOTE:—All Materials & Workmanship 'Shall Be in dcmce wiA Recognized Good Practices and' rescribed for the Specifiod'use in the ��ilorMBJXng, Plumbing & Mechanical Codes and the' National Electrical Code. This set of plans and specifications MUST .& kept on the job at all times and it is unlawful tc mpke any changes or alterations on same wifhou-f 00writtQn permission Om the Depart erf of Pub. lic Works, CoL.V f Butte. The- Bldg. oefback shall be 5 ff. from the side prop i rfy line and 50 ff. from the /0 centerline )(the roa0permiffing a maxi. mum of al f3. eave 04erhang but entirely out of 0H asemenis. 20'3. 5. Z Z> K14 Ile VIA 9ZCZ1V.4 See Master Plan on file for building plans. b4)0 77 BUTTE COUNTY BUILDING DEPARTMENT APPROVED ceez ee,117 7' CITY COUNTY SUE301VISION A/ A LOT NO. JOB NO. SEWER Om.Es, INc. WAT ER P.O. BOX K-- S; A L GAS CAL.95S65 13 -LECTRIC 3 2 7 -3113 L F u x''�'�.�"'r' � "�'". `� a �`.'�"•�'y.+�m'°"��F�'°`w'kv�.+�:?yy,r �Z"�ju;� � .�`',t`,�+:.'"ti �'""'�.r- .. 36-74-05 x .. SWEENEY, Rick 5726 Via Pacana, Oroville Contr: Rick Mauldin (new water heater/sf) _:•_i _ v' . .t :'.,?.i.;ii'i�. I•+�p! 'ir a ?: .t4 f '7''h i' 'c HCl COUNTY OF BUTTE - DEPARTMENT -OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - OrovX4e, f !lifornia 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 365— d ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 5726 Via Pacana, Oroville CA CONTRACTOR -5 NAME Rick Mauldin TELEPHONE 534-1451 CONTRACTOR'S MAILING ADDRESS 1845 High St, Oroville, CSA 95965 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 PI an.Checking Fee ARCHITECT OR ENGINEER'S MAILING ADDRESS i Penalty $ BUILDING ADDRESS 5726 Via Pacana, Oroville Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 5 SUBDIVISION NAME Vista Del Cerro — 2 PARCEL MAP ' Water piping 5.00 Each qas water heater or vent 5.00 O USE OF STRUCTURE SF k] Duplex❑ Mobilehome❑ Other SF SPECIFY Gas piping system 1 - 5 outlets .0 5.09- Building sewer 5.00 Mobile Home S I G I W I10.00e TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other Describe work: water heater change out _ Permit Fee Contractor ELECTRICAL PERMIT FilingPee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification El I, as the owner. or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADONS. ( ACC. BLDGS. 2�,20sgft NEW CONSTR. MULTI-OUTLET NON-RESID BRANCH CIRC ITS 2,50 ea /POWER APPARATUS &) \SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20@50C aAL@3o Ex. Occup. OUTLETS FIXED P(RESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. `.,� MECHANICAL PERMIT FiIingFee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor I certify that I have read this app,licatrgn,and state that,the above information is correct. I agree to comply to all County :Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify `and keep harmless the County of Butte against all liabilities, judgments, costs, `and•expen'ses which may in any way accrue against said County in consequence of the granting of this permit. "� �' X Date Signature of Applicant — Owner ❑' Contractor ❑ Agent An OSHA permit is required for excavations,over 5'0" `deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ rEnergy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 25.00 HAz . ,cuA PARK SCHL FLD PAR PD HD Iss Th's permit is nereby issued under sions of the Butte County Code and/or work indicated above for which fees /' 0O _ UBLIC PERMIT EXPIRES Date the applicable provi- -resolutions to do have been aid. p WORKS •' Date Receipt No. r_' 6Ca (6_LBy WHITE -D. W., YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT ��� � aL�e IFU COUNTY OF BUTTE-- DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, Califore.la 9CQ65 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. _45_(!7_9L0 ASSESSOR PARCEL NUMBER 369-74-005 ZONING BUILDING PERMIT OWNER TELEPHONE SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 5726 Via Pacana, Oroville CA CONTRACTOR'SNAME Rick Mauldin TELEPHONE 534-1451 CONTRACTOR'S MAILING ADDRESS 1845 High St, Oroville, CA 95965 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 5726 Via Pacana, Oroville Permit fee $ PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar or heat pump water heater 20.00 LOT NO. 5 SUBDIVISION NAME Vista Del Cerro - 2 PARCEL MAP Water piping 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF [X] Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.0 Building sewer 5.00 Mobile Home S I G I W ea TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation[ Other Describe work: water heater change out _ _10.00 Permit Fee $ 25.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check One): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP.& OR ADONS. ( ACC. SLOGS. ZIh¢sgft NEW CONSTR MULTI.OUTLET NON-RESID BRANCH CIRC ITS 2.50 ea POWER APPARATUS 6 (SINGLE OUTLET CIR. ) Ex. Occup(OUTLETS OR FIXTURES 9A ®6Oa FIXED Ex. Occup. OUTLETS P(RESID )LNS REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 10.00 Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date <J Signature of Applicant — Owner El Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST TYPE TOTAL FEE $ 25.00 HAz CLIAPARK SCHL FLo PAR PD HD Issu This permit is nereby issued under sions of the Butte County Code and/or work indicated above or which fees C UBLIC By ---Q PERMIT EXPIRES Date the applicable provi- resolutions to do have been paid. WORKS Date Receipt No. Ca .6'L WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT N �\ .f •=. .O.Ar<i s'71� ` .itllYniaar.:.►\`. .'��••---T-.-:.: ♦\\ �' 9 ei, - •. •... - - \\\U1t111pIHII ,��a•.•..•►►i. sem: B •.... .� p .• `�.• •. .°.• Npl ENC \\a� OF �'��i '' ` ••'� CA '", - d �A A' s •: ENE •. UC �� ...,.•. /N os'. \\\ E . M /// N �H Rp, 7.UCK '•�- M .F E.0 W .T K. S •-.. F \ '� . O T4. ./ :::...:... R* F 0. - .,i.. � i.G RF tom•. .G>I.�='t 'T<j' .9J;- ��. ��y D,F p \` '� '� '� q �'. �i�SSIQ ,:9::.� • cl-'•. E` • a M�-f' Qom: . gin,, o� .. T ** `' - - G - '�: O N G TUCKER : z . < cd : P .. q • k, �' ,..nt.x.:� �'�':-= • - . no.- i -- •..::- :.... S m .� "� � , a r . ; � .-a �:; R. TUCK RAYM � t� • � O ' r��:.... _cam . c�• .. t\�:. ..Z`c. f� RAYM F GOND - r. c 1 ONE) - .�• . �,_•. - - SEAL __ ..,, PR0 • N 0 '•:v� Y FE3Sioru� _ a , y 8936 TUC t FEitS OVAL - ..- PRO _ • 6 E 5170 _ 4022 TU _ N MBER _ O 130 t3 aE R ¢ 15 716 RE 4074 iib !.�.. .% •Mr•• i- ♦♦, : . .•.. '.Y: e' .'•.. ♦. - e.y..Al "S .moi'• d3�4' V.(� ♦. •r1<-5;'::t: :`�`r`. R .♦. O ,FMS •'c. O �: .��--.CIVIL. Fes' STER �) '.:.--_.:: NE Q-♦ lhl� _:NE7rFs .'i�'• �1►. .o d 4+ti G �Q. - • V•• - •. SAL OF �•�.. 8628 0.'. ., TUC �. :7' _ rYy• �I ♦ •• �.• ESJ. %s`j'1::• ! // 'TO .♦` �. 1 !.0 . 1. DESIGN IN ACCORDANCE iAriri THE UNIFORM' B G. - "r: QDE 1997 OR DESfE)11uIf3�ONENTS' IEDITION- _ Q���°•'"D,/�j�Q'; - F�fBi> HT LESS Tt�aN 15 FT Desi ri U lif t Vind Pressie C sf) . U,y 2. ALUMINUM. DESIGN IN ACCORDANCE WITH THE LATEST EDITION. OF. ALUMINUM • .T- 9 P p i �\ ��/ Simple Span Arens Eaves and. �o ASSOCWTION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM. BUILDING CODS + - = R: f.' TUCKER :. r 21252 r'. i%'F - �' --. ' ded Unenclosed Enclosed. Unenclosed Enclosed. = E-61529 R. F. - 3. EACH BUILDING PERMIT .SHALL BE ACCOMPANIED .BY TWO COMPLETELY DIMENStON��""" c TUCKER PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED i �_ R R �:F _ ' I' h Exposure. STRUCTURES. `0 B 1016 10.16 10.1621.87:.? o s; s0.:.._:,.. FFG/STE�F4.% nye:: - . '-:-. � q9/IOMA �S� 4. DESIGN LOADINGS:e��� RO�ESs; Q^6, 0 B 16.76. 16.76 16.76 36.11 �, 0i ��:.._ �. ��o °•. 4/ " : ''���j` �``3sC-' 'N;: )r k`�' - 70 C 17 36 17.36 17.36. 37.4.0 S/G;'- r `" 4 :L REG: NO •..'y -; h rs -� a . r , . +� ATE ��' A. APPENDIX CHAPTER 31 DMSION III. PAT10 COVERS: , c Pr �i�,7�,�R ►, ;' ? v y '"t.;:'' ( 90 C 28.66 28.66. 213.66 61.73 F AR UVELOAD: 10 POUNDS PER SQUARE FOOT: _ •_ 6362' .. rn. o t - . * * * � 20 POUNDS PER SQUARE FOOT - R. F. TUCKER`844' 01 REGISTER D 25 POUNDS PER SQUARE FOOT _= ` �� T sS THAN 18 FT . Design. Uplift Wind Pressure. (psf)' y' PROFESS IO. AL 30 POUNDS PER SQUARE FOOT = ` s '` OREGON ENGIN 40 POUNDS PER SQUARE FOOT °� K . O G, Simple Span Areas'. Eaves' and :Overhangs• . S oe TH �? O:.. �. • / +► * *- 60 POUNDS PER SQUARE FOOT - °"°° ��` S Unenclosed Enclosed Unenclosed Enclosed: ybl No. 452. • ' �' R . F: TUCKER _ . 9 Q`o `Nc.`0320t35 : t7?. Exposure ,QJST M WIND LOAD: FOR 0.4112 > -SLOPE < 2112 =U:: �p TUC 9� \\Q` . ''�:.v .. 4s' B 10-65 . 10.65 10.65. 22.93. F T ��.. B 1758 17.58 17.58 37.B6 = A`- `c�� . �`'`� Design Lateral/Uplift Ynd .Pressure. tplgf) � �. �� ',- Speed Simple'Span Arens Eaves and 0verhangs'a'° 90 C 2980 C 18.05 18.05 18.05 38.88. ` - i Ata3t2 Ttiti 29.80 29.80: 6418 .,.. 52- N0: 260- -' - -==l " mph height Zone- Unenclosed--Enclosed---Unenclosed-Enclose •� R.. s: � : TUCKER . bcp 3 -31 o / 70 Less than 10' -7.5 75 7.5 7.5. _ 90 Less than 10' 1L3 1L3 11CIV.3 11.3 -'� 1 is FOR DESIGN OF PRIMARY FRAME SYSTEMS ` A �� •-No. 21';2... �F_ �: t• .. 4AFNGINEEI; �70 Less than 12 10 10 10 10 �`' , of �+'Asy�� Deslgn Wind Pressure (psf) OF CANE 7F'T.� , ��-- 90 Less than 12' 15 15 15 15.°� 'G • 11 . Exposure . B Exposure C 4` ` �A ' .••`'•p0 !s •,, 1 hDreby certtty .t.at fats ccrion, or.ra��rt z.,us rars��r � 70 mph 90 mph 70. mph 90 mph sr. `�- •' JC 9 Lateral 10.2 16.8 17.4. 28.7 E►" . 7 or ury. i_+r . �y tj� dc•t Suc2nisic , O 9 ` 1 B. COMMERCIAL STRUCTURES that. 1 c;t n �,uty ilrb�ter�� F :: �F F�/ Uplift 10.0 15.0 10.0 16.05.' No.12109 s} Z 20918 = _ .- sloncl ::71;ieer under the is S S ' j • UVELOAD: 20 POUNDS PER S6UARE FOOT. d the State of Minnescra- 25 'POUNDS PER SQUARE FOOT. •� , ��,�•' Ei' F• TNOS PER SQUARE. FOOT UC F,Q 4U POUNDS PER SQUARE FOOT Dale, 30 POU R. F.`\TUCKER •,�� p\., •` 60 ,J�1JPD ,PER SQUARE F�` i/n No. 2:.. .. ' �C� - Q 3 TE REVISION DATE REVISION ,� CfRTtFl QED RO,c''' F :i UC .�`•��Q S td. V PRO _'�'-�\%%lu'� ' •► cl rim 15896 �<l,� .•••••.• ids': Q• �tCj9 i `� �/i `tt,Q`E r `\�\\� �T(/! 4 '� 7U0 STATE ,'�� 61NF ��- v�G 8F0 R F. TUCKER ' ���� �c.5t a~p fit- �- ! F O = _ _ 'ENGINEER. ! I� ♦�; els;. - • �. : Z : R No. 2z = d Q No. 7984 . h ar -r's G, - RMInA _ W _ w 4 - ev sus _ 1 .� - etc, _ nc N 1833. o : r _ 12733 .�asreeFr _ to 5 r = r 3ss�• R. F. TUCKER Q % Mp.ESStpNAI ENGINEER; 385: _ Enyinegnn9 S�rYic 3:; 'r s RED ENG ';��` OP : �: 9j: Q� ='o ' STAT)r Q�a�.: 1140 All. Pro No�205 �. _-9� •• F •• �' ` , o :�i lIODA.7Ry s _ C`FrJS r-, ��. ORG/ 1 \ ��-� v t� �� •�y, .. 1...•c.F ..� :: GE... ,4wi�1 ��I�' �7 Ur\�v n.t �S •,.. - ��.. •C• W F u i /iy`si! E " r �ifNl �� ~.� •i//S•r) ' KG ICBG E5 EIMLWTION REPORT N0. ER 26�1P E OF 7::;-, KG - A�;. M0. 813 9 Q G *• TUCKER 4 e r/cn, NONE oR PMTGENERAL Ni` �tsr--� roFsrO�Ac R n - °UT� F ENGINE S STAMP 2/8/2000 } slot V . FO = cn 97GN0` No.114 = - 'P GINE �� 953-8. _ ' 8 NO. 1��!!cc Ea; 58 c�_ FTUC+•� " sixi>F to ,� q 0 33793. °°t° AP f`GD fG/STERF��' �+ ro`*` �sonii►i �`,,�•�`�` Al.��.�` VAL r:: ► = `_ t F �: her>it7y' Ce that r_1 is reR . Cation. or. F O OF NEW report R .. O propOreG TO 'Q " J .r ✓•�' -+r a er mv.: dtreCf F •.. No. 14215 _ up4rAsIon .cltd .:s TUC *camdu! J+ Q�'j' :. _?erect Prof R: F.. ; `y RF T(��R that I... 9 e5 -EER': ��: TUCKER ��.:: ; PROFESSIONAL SIonol En tn6e► • under:y _SBO. ES. EV_ ALUA.nON REPORT NO ER -2621 P _ - ENGINEER of Iy kmsota .-n �• . .^. _ :.m _ S 222. ? a tt1@'StQte •.ICWS C/NEEIR",• R.. F a E 5170' . a ._ ' ...• !- ........., : PAGES . _ DRAWL �.:. Q - :• . 90 :tic Eo a .• ' NG TABLE., . O . NTS ,o ,c� �. . r ,FNS F c NTE ' TUCKER `Cy ...1111. rts=,o01 y;=OFNEB�P.. l _ -... . . is 2 PAGES : 97GN01.. GENERAL N . SIfCK:. ball, _ - NOTES F • F S .•• -,fF . wt� . A. p��.a ttu,Ma a �;• Q,ass ,; 97.GN02 Q 9 �s.. 9!, „�t rQ . O F `My_ '-�, �O N Tg N %``,.0��� lL4rf�0!'rt^ , - �a �� IkiE,I-�c 9 �1Df� ♦r �'�--.-._....'�C�q ri 22152 2 PAGES 97SC01 y 2 Lu 0 RAYMOND F: ^ 1 :R F'T'C - _ RAY MOND .. . STRUCTURAL CONFIGURATIONS = TUCKER . i R. F = � : „ 0- s . c .. TUCKER' = _ _ v TUCKER o TUCKER 97:SCO2 9 c<= J,= :=,,� �, r, ,,: NUn43ER. = p 13084PE w •,e % : �'��J�'+.•CIVI_•GIST 1 PAGE' 1.0 ROOF PANEL SPANS AND OVER d� �'' ? • = E-2.t3ta = s a 9aopl��s AT10 A lAL STR `°> `%; '�• s�ONAL Ew ../ - .. .. . ,,e.••• r �;Stow r•./ '., 'P%crs$��•P,i `,�p�I .. . 2 PAGES ,►i .._ ,�,a `�•�P� E C 4 ATF ail 2-0 FREESTANDING AND ATTACHED PATIO STRUCTURES. •,,• .,..y� ,s �F. t L=kF o`,` �A N ''tt .. oEESSI�,y . 1ST PAGES: q G ESS' - 3.0. FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES a' ��`' Fp _ R. F. TUCKER SEAL REGISTERED 'i' = 1��tE PROFESSIONAL E=61529 s' pHOFEsstoNAl_ 1 AGE 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES • ! . PE 4074 r ENGINEER �•NG'�tE f•• : Z F�. �tl. ` No..'4523 PAGE\ . -:���E ` '-, of —Z STER . % 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES" -<,'k,&1 ..„�o•• . \ TN p:�. <C FSS/ I , 111,.E E_Qvr.._ �., UAAt 'r 1 PAGE TUc ' 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL. AND PATIO STRUCTURF�$°°e�f, '�.-_ _ S O. AGES 97CD01:.: CO P ENT PARTS AN CTION DETAILS : ♦gi IL 97CD02 F n til = a - - ``� �r F o.�° ;� R. F. TUCKER 07.0 CD03 r'J FF ,��,. �r ,� �r ... O NO. 26 r•,I 97 R. C:xp`;�, �,GI fv EF S� •0'G sTeRE� �ZN �'./lRp�� ��' - ,,cv. h�. • _ '�e>ru rv� No. 032085 97CDO4 84-40 ' `► V PYOfE3510NA1 ; ;- ' � �E.S.L5►. 9 , _ ... � � - - v { ' sl9l 362 CIVIL\P 97CDlJS w OREGON �� R. F TUCkc. {� No.12109' h _ R. F6TUCKER �,;..•N FBF F ' .97CD06 �` - CAL1 �� 9 �;......._ S NAt� ,fit ENGINEER i. _ •� Q ;/ `.J �i .{ 1. Y �, 97CDO7 � .a �\ K0. �.� �` �� N p�• '�ij� OF lL''�` L{. J�'�I1 YE`' .REG/ sT z -�� . .• ` //nrtlt� • Ci t_ AK , // �, A L r'''D••`•"•sle� •,� 97CD08, R r .,�' y� • ^vim .... t.' �t��.\°\e.�' IS O e` \ UC,�.9F z 97CD09-* F T J P S Y L • ..�1 20918 = PAGES 97LT01 COMPONENT P�115'!W",'I.- Ir ONNECTION DETAILS FOR ��1 MMERICIAL LATTICE STRUCTI! / ��0. %984 .97LT02.. ejeo T I. _ y �:*- i� _�g;t. . i� ' R. F. TUCKER o o�'••..• •.d°v\�'�:= 97LT03 C,EORGI .��a I;.1 TF ��Qv�O�G14 �� �i - '`. KF y J -0 e267 /pNA� TVA ,, 97LT04 IS F ; ,,..•` LST �'fi' 9F� d\ FD Zs 0. y 1 ti .. 4'�G F,pF.4:% N0. 8143 _ NO. 608801 � NO- 8143 a N0. 60880 : ” R_ F 'Te of 1 �\`�_QE C!)N� >'ROFESSION 8'' PROFESSIONAL p��1 r �.:!iEFj u" �E� TU Ii = _ F� QF F s B OMS �... S Dat 1 ,•'. Qf tc �' f� : CG _ a ! d?8 yGI Et�� = /�,� P ,� NG►N E� /jam w 4... rQ '.9-�`:%pe:�`.. -• , t - .:: ��.... _ ' ,c__ N [ k.� a wi�e. i�a "�Oi�` `�► �s !�C, F�. O rr� BUQDQVCPB F1G wYOM►NC' `�s,i ..T.0 /` �i 0. �� �•^ QST R 1740 AL 114 AL .r,� �� ,� _ ' IO �� i.. IV lrS - E a y1�11{1 lll;:if .' L PRO DRIV xryg' sem.' _ .,S� ...:..-.. (� ♦•- • •, ii °� ••• ��/ t•\� V..-:• \�� ELKHAR7 IN 46514 �, ����� �%+�lY E. .t �� F' EYAWATIOM REPORT -ER -2621P h!.. . F .�<f +.e,• . ' �%•♦ I - _ _ a _ ►J. p �y� °i - = '` j ••• tr� i • �'� : ..'••~.••• s- = �•. r^ `1�X{L ,moi ` �G>5- i.^ ,C'? �` Gj •J! GI NF Q•' EN \Li' j. 6 F i Q - ♦ter ii Q O • ./ a EM �5 - •'. �i = t''P �G 8 'Q : �► 9 Z ! 1 R ai/ • • lc By ._hs8a - - - - - R. F. - - # wt : e z000 •� TUCKE r_ R - ::M - ' 183 _ 183}3::':: = — — L : - �„ - - ? . - Re - r1" r . _ _ �E ; �, • r : - ' 12733 Q :_� = 12733 = s• No. s�s,s = :=.,�srA� OF 6 ;q • y r _ `� ... . ' �F OF ���.' :�tA_:rF OF �O••: ��. $ Q - tEaLcTEnEe = � c�sr �M•i- - /� C►�' FiDAi �. - �JO ••••N••• ` �•- i �O •••.•�•••, `CJ�,_ = tOfESS10NAl ENGINEfw� HP .,,�'/yp.F �`,�•�` �tOIVAL` ,Np.F� '�NISA ���'�i`tN�NAi^L� REO ENG\�;,��•� b t BEARING PRESSURE OF -100 0 POUNDS:.PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE ' TYPE. COLUMNS' ARE NOT ADVERSELY. AFFECTED BY A 1/2 INCH LATERAL :GROUND' MOVEMENT AND;�FOOTINGS FOR. THOSE STRUCTURES. HAVE BEEN -'DESIGNED FOR:' AN- ALLOWABLE.- LATERAL SOIL . BEARING. PRESSURE:.OF .200_ POUNDS PER.SQUARE-:FOOT..PER : FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR 'SILTS., REQUIRE :A: SOIL. INVESTIGATION AND SPECIALLY DESIGNED . FOOTINGS: FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED` COMPACTION SUBJECT TO. APPROVAL. OF THE BUILDING OFFICIAL 7. , ALUMINUM BOLTS TO BE 2024..=T4. B. COMMERCIAL STRUCTURES MAY. BE USED. -FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX ..CHAPTER' 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR. PARKING OF -MOTOR VEHICLES. 9_ FREESTANDING STRUCTURES. SHALL NOT BE ENCLOSED. IN . ANY MANNER. 10. STEEL BOLTS SHALL BE ASTM . A-307.. 11. ALTERNATE ALUMINUM ALLOYS ..OF .EQUAL OR- HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS. GALVANIZED OR DOUBLE CADMIUM PLATED 'AN' BOLTS. 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325: 14_ EMBEDDED COLUMN SURFACES SHALL_ BE CLEAN AND . FREE FROM OILY SURFACES. 15. PATIO -STRUCTURES ARE ,DESIGNED: IN. ACCORDANCE WITH APPENDIX CHAPTER 31 DMSION III OF THE UNIFORM BUILDING. CODE_ . 16: HEADER SPLICES SHALL .NOT BE LOCATED NEARER TO THE. END OF THE STRUCTURE;;= T: THAN THE FIRST INTERIOR. COLUMN-. �J NO- '2 sl C V 1Fv EN N S STAMP f% atA7T REVISION DATE REVISION En9Tn04ring ;Servicis lLn�17C 1140 All Pro Drh� - D[H1J>Il1>ZP III»G EWmwt. �+ �- :;ses14 ` KG .r. ICBG ES EVAUJATION REPORT- NO - ER4621P-W mumillff— PARE GENERAL�NOTES .: NONE wW , f - 2/8/2000 97GN02.:; —v.i.�;.. ♦ v.Yt:-.. .. _`•.: '. �:_..:: -.:ice.: l.-�.._ ,. - - .. - .. .. .' .. : .. - -.: 1.. .. Vii. ._� - .s �' six-i�". .Jl•ui i _. GENERAL NOTES.wk CONTINUED FROM SHEET N0.:1136 .... - - :'Y: =r..;17. NQFE. EXPOSURE BHAS :>:TERRAIN.:WHICH HAS :BUILDINGS FOREST SURFACE IRREGULARI11E5 U . .. ED WfTH. INSECT _SCREENING:'.: PATIO STRUCTURES :MAY. BE .ENCLOS - r, ... , _ �...:.. .: .COVERING; AT LEAST 20 .PERC ENT OF = _ �z=?".:•:-..�_ _ . ... �,•: - .._; ;. THE GROUND LEVEL AREA :EXTENDING MILE. MORE FROM 18: -STRUCTURES MAY B E ATTACHED . T � O GS P OVERHANGS: PER* :.:.'RAFTER THE.. SfTE.' _O ..: ... , .._.: EXPO SURE:, C HAS .TERRAIN . WHLCH :: IS. FLAT .AND ..GENERALLY ' ::: 19, WHERE.. ALUMINUM. ALLOY PARTS ARE . IN -CONTACT. CT WITH.'- DISSIMILAR METALS:. __..� ;�:-...... s= �s� �?� =' ' a - 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, 5. CONCRETE MIX: Fc' -2500 PSI 28 DAYS.'- . APPENDIX CHAPTER, 31 DIVISION 111 THE FACING SURFACES. SHALL . BE. PAINTED OR OTHERWISE ' SEPARATED IN ACCORDANCE WITH U.B.C:. SECTION 2004.3. PAT10 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 BEA MINIMUM OF 3:5 INC. HES THICK AND. -NO CRACKS WITHIN 2'-6' OF. COLUMNS: .COLUMNS-. SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. FOOTINGS HAVE BEEN DESIGNED FOR - CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF -100 0 POUNDS:.PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE ' TYPE. COLUMNS' ARE NOT ADVERSELY. AFFECTED BY A 1/2 INCH LATERAL :GROUND' MOVEMENT AND;�FOOTINGS FOR. THOSE STRUCTURES. HAVE BEEN -'DESIGNED FOR:' AN- ALLOWABLE.- LATERAL SOIL . BEARING. PRESSURE:.OF .200_ POUNDS PER.SQUARE-:FOOT..PER : FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR 'SILTS., REQUIRE :A: SOIL. INVESTIGATION AND SPECIALLY DESIGNED . FOOTINGS: FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED` COMPACTION SUBJECT TO. APPROVAL. OF THE BUILDING OFFICIAL 7. , ALUMINUM BOLTS TO BE 2024..=T4. B. COMMERCIAL STRUCTURES MAY. BE USED. -FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX ..CHAPTER' 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR. PARKING OF -MOTOR VEHICLES. 9_ FREESTANDING STRUCTURES. SHALL NOT BE ENCLOSED. IN . ANY MANNER. 10. STEEL BOLTS SHALL BE ASTM . A-307.. 11. ALTERNATE ALUMINUM ALLOYS ..OF .EQUAL OR- HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS. GALVANIZED OR DOUBLE CADMIUM PLATED 'AN' BOLTS. 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325: 14_ EMBEDDED COLUMN SURFACES SHALL_ BE CLEAN AND . FREE FROM OILY SURFACES. 15. PATIO -STRUCTURES ARE ,DESIGNED: IN. ACCORDANCE WITH APPENDIX CHAPTER 31 DMSION III OF THE UNIFORM BUILDING. CODE_ . 16: HEADER SPLICES SHALL .NOT BE LOCATED NEARER TO THE. END OF THE STRUCTURE;;= T: THAN THE FIRST INTERIOR. COLUMN-. �J NO- '2 sl C V 1Fv EN N S STAMP f% atA7T REVISION DATE REVISION En9Tn04ring ;Servicis lLn�17C 1140 All Pro Drh� - D[H1J>Il1>ZP III»G EWmwt. �+ �- :;ses14 ` KG .r. ICBG ES EVAUJATION REPORT- NO - ER4621P-W mumillff— PARE GENERAL�NOTES .: NONE wW , f - 2/8/2000 97GN02.:; l'O'ROOF-PANEL-SPANS: 3 ur x ir ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES uve PANEL - 17HEIGHT LOAD Y ...70 99 . 20 (PSF) mr-ur MPH MPH I.OVER HAW .10 0.018. 16-r _Icr r-ur -0.018 0.024.. IV-V` 7S' 3-T' 0.018- 0.032. .'20'41' 20'4 WAr . 0.018 OMM 21* -4* 21%-C V -V 26 0.018 11--ir II*_IIl 9-V 20 :.0.024. 1741' I74 r 6'4.. .3o .0-032 IS -11' ITAT 7-4' -7- A.0149 F -r 7-7- T -Sr :2s 0.015 4'3. r -W. Z -F Icr-W. 0.024 173 r -c x -s- ew- 0.0:3i'14'-4* z=vr 2,-17 r.(r T -Z' 0.0 W -157-4' IS -4' T -r 30- ..amid v-icr r -l& 4-4 it -7- :6.024 174 I,_r w -r -51-01 07632. I7-1. IT -11 C -C 3o 0.036 I4'47' 14.41 .6-1 0' 4o o.ois r-r r -r c.i- -.25. 0.024' 7-10' .7-10r 4'-9* w -d 0.032' 11'7 74 S417-7 'o.o36 te-w- 12.-T S. -Ir W 0.018 57-10' r -l' 7-4' 4'-11' 6.024: CA" 3-1- 3-10r 0.024 .0.= .0-032. 9'-6* w -s- r -w 30 6.036 33' 33 4 -10 - "TABLE 1.1 2.1/2' x.18' STRUCTURAL PANEL FOR PATIO COVERS LIVE LOAD .(PSF) PAN _Y -(IN):' 17 HZ!)GHT. 70 VH MPH 90 OVER " HANG -.10 0.018 117-4- IT -11- F -T . 20 0.018 mr-ur c-icr r3 HANG obis '3-0' V_(r _Icr P25 -0.018 r-4.- r-4-' 7S' SS' 0.018- V -W, 33- 3' WAr . 0.018 �_I(r *11,40' 7-5- 1pj3LC 1-Z 2.112'x1Z* STEEL PANEL DESIGN .SPANS FOR PATIO STRUCTURES LNE PANEL IZ HEIGHT LOAD Y 70 90 OVER .(PSF)i .*(IN) . WH MPH HANG 10 .0-0120 I4'4r 14'4r T -I' Y_ 0.01491 16-2- IT -r SS' 20 0.0120 3-4- fr�r WAr 1Z-1" . 0.0149 *11,40' 11-43 V -V .25 0.0i20 1,0.0149 v -sr V_lr T -V 20 ..o.ois . l0r4l:. J47 -T 04r .3o 0:012o- Fr Fr 7-9- -7- A.0149 F -r 7-7- T -Sr 40. 0.0120 4'3. r -W. Z -F Icr-W. OAM 10%6' r -c x -s- ew- 0.0120 z=vr 2,-17 1*4S' T -Z' 0.0149 s -t0' _Itr 7 -11 - TABLE 1.3 TIO -AND CC 2 i/r x er ROOF PANEL besiGN SPAN FOR PATIO STRUCTURES LIVE- PANEL . IT HmGKr * LOAD Y 70 90. OVER '(PS F) :.(IN)' -MIPH. WIPH KING. 10 0:016 IT -W 13'-r '.6`-4V Y_ 6.020 W -W I -r -c w -Ir TABLE 1.4 .,0.024. I33 133= t-ICr 1Z-1" . .0.032.. I34 IV -W V ­r' 20 0.036 1. IW,-4'IAV-4' V-11' 3-11', 20 ..o.ois ;w -sr 11'4r 57-3- 0.0120 .6.020 .10r-16-. la -W 57-9- -7- 0r.024.. 11'-9' 11'41" 5'4. 25 .6-032 V -(r W -Cr c-icr Icr-W. OAM 10%6' ICY -Sm C-ICr 2s. mois w -sr a• -sr r -r T -Z' 0.020 9 s 9'-6- ',r -4r 30 -0.024 la -r icr-r s--i- it -7- omn 174 174 w -r -51-01 0.036 ix -r, 13--r v --r 3o omis r4- r4r.. 3* -r 40 .0-020 34 345- r -l" -.25. 0.024, ir-q- ir-q- 4-4 w -d 0.= W4 74 V-7- 'o.o36 te-w- liar -(r s --(r 40 0.018 57-10' F_jCr Z -!r 4'-11' 0.020 V-ir s-ir x -r 0.024 .0.= 0.024 '9-.r 3417 .,.r -(r 0.032 to' -r 10'-r' ',r lCr 0.036. lir-Ill lor-Ill W31 60 0-018 Ar_ll If -l- 111_10r LOAD O.Ci= 70 V_r X -r (PS F) 0.024 .7* -0r 7-(r T -(r 10 0.032 W -V V -S* 4'4T Y_ 0.036 W -W 94r V -3 - TABLE 1.4 0.032 IF -Sr 2 11r x -IZ- ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES UCTURES LIVE PANEL * 12' HEIGHT LOAD Y 70 90 OVER (PS F) ON) MPH MPH HANG 10 0.018 1.7-4* 121-cr 5-17 Y_ 0.024 .l f-5- 14!7- 6-7' 90.... 0.032 IF -Sr 15-9- r3 1Z-1" . 0.036 IV 6-, IF -s- r-6- 20 0.018. V-11' V-11' 4-3' 20 0.024 1 V-6' 11'4r 57-3- 0.0120 0.032. 12'-7' I7-7- 57-9- -7- 0.036 17-1- 13'-I-, F -(r 25 0.013- V -(r W -Cr 3'-10r Icr-W. 0.024 10%6' ICY -Sm C-ICr 0..032. 0.032 IIAr 11'-9 5'-4- T -Z' 0.0351 1z-2- 12--2- Ill -w 30 0.018 r -C r -4o 74 it -7- 0.024 .!Y4 'g -S" -,r-7- -51-01 0.,032 I(Y-11, 1cr-I1l 5! -Cr 0,.'0* 11-4 11-47" T -r 40 O.Cn 57 657 T -W -.25. 0.024 3-4* 3-4" Ar -(r w -d omm W4 74 V-7- 0.036 lir-o- liar -(r r_ -g' 60 0AI8 57-4- T-4- 2417 4'-11' 0.024 CAW V_Iqr 1 731 0.024 .0.= OAM' 'r-l(r r-ICr 3'4 30 OM6 33' 33 T-11- ERCIALSTRUCTUkSP ,.-.. 3 lrrx IZ'PANIEL ALLOW: Desx;NspAN 2.lrr X r Roor PNL ALLOW. SPAN RR P40R CCOMMERPIAL STRUCTURES MR COMMERCIAL STRUCTURES LIVE PANEL EXP. Q EXPOSURE C I 'MAX:] LIVE... PANEL Expw 5 C MAX .LOAD 10 OVER MPH ­Y­ OVER .7090 710 1.1 www 7090 70 90.... (PSF) 0.014.9 MPH MPM'MOH 1Z-1" . Kq46Ofo 25 0.0120 MPH k4F" h" 'HANG 3-2' MAXMI>AI ROOF HEIGHT 1 20 0.018, 111-11, 11%111 30 0.0120 20 0.016. _V_(r 4r -7- 4f4r` la-cr 0.024 17'4 _1741` 17-2� V-.6* 4',r. OAM Icr-W. IM67 I (rr. C-10* .8'4- 0..032. 3-4- I5-11' ll' -a. r4r T -Z' '-'0'.624. i-2. IT -V Ill -w F -r., 61-r 6-2 11 Z-11, it -7- r -r.. `7-1- .0-032 ICl:l' -51-01 lrwj(r V -r: 11--o- s* -(r 0.03a 11*40' 11'-1 o' 5* -4' 0.024. 173 llrJ- -12-s z-9- -.25. .0.015 w4r w -r. V* w -d mm, ir-r. 9,-r c4r .6611, Iw-Icr ,0.020 '1 74 so 0.018. .'e-ir 4* -I1' 0, 0# 4'-11' 0.024 6'4 0:024 T -l' 0.024 .0.= AW-�r­j I. lZ_r 173'. I74 V-11 30 6.01a !r-icr 7-i0r 4'3 4'45' !r -(r , 0.024 II --Y A1'3' il--r'' 5'--S* 0.03 13,-r 13* -r v -r 0 .018' .0.032 1: , r -l- il�T_ IT -I." V�r 3M .:. 0.018 T-e T4 7r4 x-r 0.036, 14'4r If -T :14'-T V -g- 0.020 0.024 &.4 9r -g' w -w. 9-9- w4 7-9' 4,-l- 43' 40 0.016 w -r 3-7, 0.024 I.IZ-r, !r-ICr .9-10' .9-10r 4'-8' om32 'ir-&- 11'-8' '11-41' s--7- .0.032 IV -S' 11%6- F4r 0.036 I74 174 IZ4r V -(r 0.036 iz-r I2'-2-, 4-11-, 40- 0.018 0.0m T-l(r F -Ir -5-I0- :6.-11-.. T-I.(r 74r 31-r .60 0.013 7.'-1-.. T -I:. I-11: 1,7-4' 0.024 3-1, 3-1 V 7_I(r .0.024 V -r 34 34 4*4r. 0-.032 T -W 7-.6* !r -,r I 4'41 0.032. 10'-'2' liv 10'-2" I -19-2, 4'-10". 0.030 1U -'l- la -l-. -10'-1` r. 0.036 17A I- -I I'- w-11- s,-3- TABLE 1.6:' 60 0.018. W -l'. 4'-1'- *-1. 11-1cr .0.020 4'-g' - 4-9r 2* -2' 2'llrxlZ'STEEL PANEL ALLOW. SPAN..:.. SPAN FOR*PATIO STRUCTURES LIVE PANEL EXP: B C EXPOSUREJ .MAX LOAD r I 7090 I PANl!LTQPANMFAST&ANG. ONy . OVER (PSE) am 10 MPH. MPH HANG MAXVAUM ROOF HEIGHT IV 20, ob120 www 14%8- Fr l4'4r 0.030 0.014.9 17-1" IZ-I* 1Z-1" . ',C-4- 25 0.0120 'r -l- 7'-1' r;.I, r4r 3-2' 0.0149 I0'-117 0.024 19-11 '4,-(r 30 0.0120 6-W V_(r _V_(r 7-4- 0.032 0.0149 I la-cr ia-cr la -v 3* -9, 40 0.0120 4',r. 4!-r 4,7 F.I. gr-icr 0.0149 .8'4- 8'-4' 3-4- 3'-S ll' -a. 0.0120 T -Z' T-2 i-2. IZ-7-. 57-71 0.6149 61-r 6-2 6%2'. Z-11, I AMLX 1.1 TABLE 1.3 0.02* -'e-67 6-67 .6* -6-. 3-4r. 0.032 W -F. :4*47' . 0.036- T -W. 9-0 9'47' TABLEA.9 ALT. 2 Ij-r x 12' PANEL ALLOW. - SPAN FOR*PATIO STRUCTURES LM P!�El_ - IZ HEIGHT - LOAD* MAX .70 .90 OVER PANl!LTQPANMFAST&ANG. ONy . MPH' MPH HANG 10 0.018 .11,-e I1•-17 V-4- EXPOSURE C f 0.024 14'4r 14%8- 64 LOAD 0.030 15-9- iss%ar- 'r -z- OVER 0.038. w-ir Ie -ii -I T-9" 20 0.018- 3-2* 3-2' 3'-11' 7-51 0.024 I1'404 .11*_0- T-3- V_Icr 0.030 12'-7' 17-r 64 0.032 0.038 IT -r. IT -W V_r 25 0.018 r -r.. r_w 74 3-11- .0.024 gr-icr !r.io- *-r iz-r 0.030 11'4r ll' -a. 5'3 6-9' 'I .0.,034-117-7' 6-9- IZ-7-. 57-71 36. 0.01a w.;sr 6-9, T-2, 0.074 `7-1- 7_1- 4* -4- -51-01 0.03o iv -4r 11--o- s* -(r 0.03a 11*40' 11'-1 o' 5* -4' 0.ITr 57-11' 2* -9- z-9- T-11' ' 0.024 r-11' r-11- T -V w -d mm, ir-r. 9,-r c4r 0.032 Iw-Icr 1a-10- ;r-Icr so 0.018. .'e-ir 4* -I1' 27' 4'-11' 0.024 6'4 0:024 T -l' 6-6- 0.030 T-11, 3,4r T-11' 0.03a .74r 3* -9r 4'3 TABLE 1.10 0.032 IMACr ICr-lCr -.514r, 0.036 II V-6- I1'7- I lj'-W -5--r- MAX P. irrx ir ROOF PNLALLOWABLE SPAN' V_w PANl!LTQPANMFAST&ANG. V_w-. FOR commeRctAL smucruns` (PSF) (IN) 110 SMS FASTENER SPACING 34' LIVE . PAI EXP. 0 EXPOSURE C f M AX `PANELLOAD W`r T -W. LOAD '4r 47 7ow .,lb o.036 OVER icr-o10'4T. PATXWI!Xp 5, .EXPOSURE C' - I7-6' MY MPH LADU T-4' MANG 7-51 70 -.90.. 70 90.. _17-6' 0.024 6*-I0r V_Icr 6-10' 3--7 F-4, -Tr 0.032 r -.10r U00" ROOF MIGHT IV ::r.-icr .74r. Mols, fr. 6, zi I 0.036 20-T0.018 ir3 3-11- VAi* 3-7- r -I =4 iz-r ir-r 5--9-. M024 I •I%V` 6-9' 'I F -sr 6-9- O= 0�024 7-0, 91-01 74r 4* -4'- .0.032 11*4r ll,_o_ .5 -51-01 CLM ir-1 -77 12 '-r IZ-r 40 `7 T-11' 0.ITr 57-11' 2* -9- 0.024 T-11' 4 .. r-ir. .25 o.oia w -d v -(r - 44-: 9,-r T. 0.038 la -v lv-!r la -!r .4'-ICr 60 0.018 4* -I1' YZ, 4'-11' 0.032 11,417 0:024 6-6- 6-6- .6--g- T-1- 0.032 T-11' T-11- T-11- 3* -9r 0.038, !r -(r , W -W 1 9'-C' .0A. 30 0 .018' r -r 0024 W4r 0.032 IMACr ICr-lCr -.514r, 'ALL 2lfZ'xlZ'ROOF. PNLAL.LCW.'*.- 0.036 II V-6- I1'7- I lj'-W -5--r- MAX 40 0-018 V_w V_F V_w-. 31401 (PSF) (IN) 0-024 34' X-C V -4a '7-11' 20- '0.-.Ol& 0.032 W`r T -W. 9%T '4r 47 0.024 im-ir o.036 10-0' icr-o10'4T. j� 4-4r I7-6' 60 .0.018, Ste' T-4' 64* 7-51 13* -6w _17-6' 0.024 6*-I0r V_Icr 6-10' 3--7 F-4, -Tr 0.032 r -.10r rtitr ::r.-icr .74r. x -v 0.036 33 ir3 w -r 3,-11, TABLE.1.11- iz-r ir-r 'ALL 2lfZ'xlZ'ROOF. PNLAL.LCW.'*.- SPAN FOR COKOMRCLAJ�.STRUCTURES. LIVE PANEL EXP: B EXPOSU REC.. MAX LOAD Y 70/90 70� -90 OVER (PSF) (IN) MPH. MPH I MPH .l HANG _ MAXIMUM ROOF HEIGHT IV. 20- '0.-.Ol& V -r V -r ':r-ir 3r -r. 0.024 im-ir lwalv ia-r v -i, 0.032 I7-6' 12'3* I7-6' 574 0.038 13%6' 13* -6w _17-6' 6* -Z' 25 0.018 T-4- . F-4 F-4, -Tr 0.024 T-Itr 9* -10,. !Y -lo- x -v o -a32 li*-w il*-a, 11,4r. 53 iz-r, iz-r ir-r 5--9-. 30 0.018 6-9' 'I F -sr 6-9- 0�024 7-0, 91-01 74r 4* -4'- .0.032 11*4r ll,_o_ ll* -T -51-01 40 0.018 T-11' T-11' 57-11' 2* -9- 0.024 T-11' T-11' r-ir. 3--9'. .o.an 7-7, r -r 9,-r 4'-6" 0.038 la -v lv-!r la -!r 4--I.0r., 60 0.018 4* -I1' 4`-11' 4'-11' 2--3- 0:024 6-6- 6-6- .6--g- T-1- 0.032 T-11' T-11- T-11- 3* -9r 0.038, !r -(r , W -W 1 9'-C' 4*3.. TABLE 1.12 2. 37.5" 12.007 - ALTERNATE *2 1 u BULDEC 11. 40 ALL PRO 10 R-2621 P 17 20 FREESTANDING AND ATTACHED PATIOU U� RES U.T. ' TMR IAAD V+AOiH MAIC COUaIN 3►AL7NG FOR. T CLOVEPUZAF .ATTAOED PATO ON SlM INAL lltlO . All CAUIN C011a11 M'. 'Ol1t710 SPACING 31121 HEADEIR CONS. 9Df F11E£ ATTACHED F7R . FTR MK WNC COUA& 3P/1C1lHG r RCILFOR/.m .CONS ' F1lEE FiR C SEW FOOTER Sl'� ATTACHED FTR V•l W ROl2FOR►ED C BEAM MAH( COO. FOOTER SQE COUAN FREE TTAOED ACMO FTR' F7R, MAA_ COIiLII d• J lEAM � CONS FOOTER S♦g� FREE' ATTACHE MA7C CO ADAH H-1 BE- FOOTE7l WE .FREE ATTAOED O TTI ROILFOIOAM MAL .C-OLMAI COO. FREE HEADER FOOTt9T SIE ALASKAN WLr-4 COII►,INE EXT. IEADE7S' FOOTER = ATTACHED- S T? EXTRUDED►E/1D01 l4AL � CONS FOOTER 39f COLI>.11 " FTtEE ATTACHED TRIS .W OTH ATTACHED. .. MAL CAL l!N?M OK • Y Y ' ". CAL Y Y ' CO<_'-. 'Y MTl - SPACING FTR FTR :MIH SPACING � F'TR FTR MK �ACW � FM FTR ,.V•l 3IIIL"IND F.TII MK 3PACI0 FTR. FTII Ml ' ' 4'd lOd 'SLAB TYPE''(F71' TYPE if . Cpt_'. ]f . Y : CCL '.TYPE Y Y COL ' Y ..Y OOL' COL' V Y COL 70 MPH vrr+DsvEm .. 1a OR LESS .:TYPE TYPE ' lY►E ra! TY►f HYPE 10 4': 135. 1 1 3 .1 A 70 MPH WINDSPEED la OR 1 FGC .13-T .11'4' 21 10 B.'.z 25 C- 3C4r 2E 2L D V 11'-O' r-1' ' :1t'�' ta5 21 2D B - 2a 8' 24.. : -24 D '375 ' 27' 27 .. D S. r, : w -r . ° T -r w4r, . 10'-r ' 21.:' 2D C 251-' . 27 27 D' 36-r 30 30 E 25- 27. 27: D 3a-4'. 28. 2D ' E a Ir : a3 a-1 a a-0' . v r 21 21 '. C . 2513' 26 28 D 3t'S 31. 31 : E . . 243'' 28... 25. D: 27-0- 29- 2C . .: E . ' 7 . 21-. 21''. C. 2<3' 29 29 E 33•x' 32 32 E 23-4- ' 2D- 28 E"' 'Zr 1T 30 30 E 1a . a -T: . ..5� ' . " ' a a, ' v-0• 22 22 C 43-0' 29 20 E . 3251 33 t3, . E 2T C' 29 .. 2D E' ' 25-11 31 30 E a•� : 1-11' .. a-? " .. 5- .: .::22 ' 22 .. C 21-11' ._ 30 30 E 3r-2 ' 3A 34 : - E 21'-r 3o : . 30`. E 2C -t' 32 - 32. E 10 12- Sd, t-0 { .: 55:....$a 22 22 . C .. 21'•0' . .' 30 30 E 30-4- 34 34.. ", "E . �-2. 30 ' . E ' '•''25-1' : 32: 3Z' E- t t•:'. ` 2D-? ` ' ' 31 31 E 39'-6 . 35 35 . E ..:20'-7 '.' 31 .:..30 31 , E': 2<$ 33. 33 E 12°. 1< .'< s -tai. 1 vS . 31 31 E 2aS . 35.: 35 E'" ' . 20'-Y. 32 E 2171' 34 _ " 34 E 13 151 !$ 1r? 31 31 E ' Zr-6- .38 ' 36 E 795 32 .32,- 32 & 234' .. 34' - 34: E E. t < ta": 18-r 32 32 E 26-7 35 30 E' 1vS 33' . E 23-0 34 'E._: , 1S. 1T 1T-7' 32 32 E - 2S-10' 3E 36 -: E 15-70` ' 33' ,.33' 33 ' E ZZ -7-. .34. 35: 35 E; to 1r ': 1T-1' : 33 33 E 25-1- 37 37. , :.'' E . �S-0'... 33 33 . E' ' 22-7 36 35 E IO: " 18'� 33 33 E 2C -S" 37, '37 E... ta-2' 34 34 E' . 21'4r 38 ' 3e .. 1C.. "27 ta3 33 33 E 23-70 37 37 E 1v r 151-t0 33 33 E 233' 38 . . 36 E 20r 70 MPH YVNDSPEED 12 OR LESS �... 7 16-7' 135 1 24. 21 TO MPH WINDSPEED 12 OR LESS S. 133' tdtt" 13-T ll' -C. . 11'x' 24 21 B 12-1' 20 A 17-11" 20 . 1651 1 < V 11'5 9-1' ll' -4- ta5 23 21 B 28'x' 29 28 ' C 3< -IT 30. 29 D v-1' 22 tO A 1T-10' 25 24 C 1<O' 24 22 C S. T A'S T -r 95 1a -Z' 22 22 C 23-T 31 29 D 211.4' 29. 29. D. 3Z-0' 31 31 D IF -1'. 22 20 A 1C3' 25 .23 C 12-1a' 24 22 C. a a a3 a-ta a5 74r 23 23 C 2T-1' 31 30 34'-T 34 . 33 E 25-4'' 30 30 O 3a-4' 32 32 E. T -r 21 20 A 15-1' 25 25 C 11'-10' 23 23 C T 9 TS' a-1' TS V D 324' 34 34 E 2C -r 31 31 - D 29-0^ 33 33 E a-11' 21 20 B 1<-1' 26 2E C 11 01 23 23 C a ' Tt -r 24 24 C 2a-ta' 30 30 D 3(7-r 35 35 E '. 23-r, 32 32 E. :T-11' 33 33 E. a -T 22 20 B 133' 2E 26 C ta-r 24 24 C 9 1a. a -T SS'. r v-0' 24 .24 C 19-0'. 31 31 D 25-11- 35. . 35 E' 2Z5 32 32' E 2a-11' 34 34 E a5 22 21 6 17-T 27 27 C 44r 24 24 C 11' V.4T 4-11 ' a-7 a -r 24 24 C to -10' 31 3/e D 2T -T 38 30 E 21-r 34. 34 E 2a-1' 35 35' E to 17 Sd s5 SS'. : ad. 25 25 C' 16-0' 32 32 E 2645'. 38 36 E 21'-T 35 35 E 2S�' , 30 `30 E 71 13' S_t• S-7 1T4' 33 33 E 25'-4' 37 37 E 2a -T. 34 34 E 2<-0' 36 3E .. E 17 1< <? 4-10' t a5 33 33 E ' 2<S. . 37 37 E 2a-1- 35 :. 35 E 23-7a' 37 37 E 13 151 <5 1a-1' 34 34 E 23-T 38 38 E 174- 3E 38 E. 23-1' . 38. 38 E ': 1 < 1 a . 1 S -T 34 34 E 2Z-1 a' 38 38 E IV -2, 38 38 E 2'7.-4- ' 38 ' 38 E 15• . 1 T 34 ' 34 E 22'-T 39 : " 39 E IV -'r 38 38 E 21'51 38 38. E IV 1 a 14'5 34 34 E 21'5 39 39 E t a-7' 37 37 E 21'-O' 39 -39 E 1T 1 v 11-4- 35 35 E 2a-11- 39 39 E . 1 T -T 37 37 E 2051 39 39. .. E ' IV 2a 13-11- 35 35 E 20'51- 40 40 E IV �' . .:. 13-T 35 35 E 1 D-1 Y 40. . 40. E - . '' - 2• 90 MPH W NOSPEED 1a OR LESS . .. 7. 70 4'. 1a- 13-8' 1 17-r 25, 20 A 80 MPN VANOSPEEp 1a OR LESS T: 133 10'11' :13-T'. 11 r. 25.' 21, 8 2a-' 31 29 C 34'-0' 32. 30 'D: ` 4 9-T. 11'x' ta5 24 22 B 2651' 30. . 30' . D , 32-0� 32. 32 D S T . 951 T 9'. :74r' to=T.. 24.. 23' C 27-T 30 30. D 3Zd � 3(: 34 2S -e 31 31. D.. ' 36-4' 33 E a a : a3 a -1a' v_r v4r 24 24• C " 2a-0' 30 30 D WS 35 35 .:.E E 2<3' 32' 32: D' 29'5 34 .33 34 E T r Tf, " a -Y - T-6' v-4' : 25 25 C 17-T 31 31 D 265 35 35 E 23-4' 33 33 E' 2T it'. 35 - 35 E g 1a a -T' : SS: . a -r V-0'. 25' 25 C: 1aL' 32 32 D 7T -T 38. 38 E 22-6• 34 34 E. 2651 38 38 E g. 11' 0'-a' .. Ir -111 6 ?. Ir-jr 25 25 C 1T5 32 32 D 2S-11' 37 37 E 21'51 34 34 E 263. 37 37 E to 12 '4r (d: T4' a5 25 28' C 1Q-11' 33 33 O 2<-1a' 37 37 E 20-D' 35 . 35. E 2<-? 37 37 E 11 S -t' S-?. tai" 33 33 E 23-1a 38, 38 E 17-11' 35 35'. E 27-7 38 38. E. 12 1< <? . <=t0 . 1515 34 34 E 27-11' 38 38 E 17-7 38 38 E M2 r 38 38 E 13 151' <d is -2' 34 34 E 27-7 39. 39 E 1651' 36 30- E 21'-T 38 38 E 1! ta. 14.51 34 34 E 21'4 39 39 E 1T-11' 37 37 E 2a-11.- 39 39 E - 151 1T 1<3 35 35 E 2a -1a' 39 39. .E IT-';' .. 37 37 E 293 39 39 E to 1 a . 13'-ta' 35 35 E 20'3' 40 40 E 1 a-71' 37 37 E 17-r 38 39 E. 1T 19 73S 38 38 E 19'5 40 40 . E 1B4' 38 38 E 78-7 40 40 E IV 2a: 13-1' 38 38 E 19-T 41 41 E 1Q' 21 12-r 37 37 E 1r$ 41 41 E � 90 MPH WINDSPEED 1Z OR LESS 21' 10 4' ta- 35 1T 1T3 27 73 A 90 MPH WINDSPEED 1? OR LESS S 13J' tatI' 17-T IT -C 26 24 B t7-1' 27 23 A 1r5. 30 28 C 15-1- 28 21 B 4' V II* (r 9--Y 1a5 28 25 B ZTS 32- 32 C 3Z -W 33 33 D 8-1' 25 22 . A 1B -T 29 27 C 135 27 22 B S, T W -r . T -W, .11'-C '_v5 1g-2 20 28 c 19'-1' 32 25-1' .33 33 D 29'3' 35 35 D 8'-r 25 23 _ 'A 15-1- 28 28 C 17-C 27 22 C a r3' a-ta . a$ v-? 26. 28 C 32 D - 2a -O' 38 38 E 233' 34 34 D 2T-1' 38 38 D : T I' 23 23 A 1 <�' 28 28 C t t'S 26 23 . C T a-1' . Td W -C*. Z7 27' . 1T-10' 1a-10' 32 32 D" 24-7 37 37 E 21-0' 34 34 D • 25-4- 38 38 D ' a-11'' 23 23 B 13-1' ' 29 29 C la -Ar 28 23 C a SS . a•T v-0` Z7 Z7 C 33 33 D 2<S' 37 37 E 2a$' 35 - 35 D 23'-ta' 37 37 E '64' " 25 24 B' IZ-e 30 30 C 1a-1' 26 24 C 7 aS 4=11- a-7 . 3 r' 28 28 C 15-11' 33 33 D 23'51 38 38' E .19-7 -38 38 D 2Z -W 38. 38 E v -T 25 24 C to C 153- 34 34 D 27-4' .39 39 E tr4' 38 38 D 21'-T 38 38 E 17 Sd 4'•4" 515. SS . 29 .'29 C 14-T 35 35 D 217-4` x+39 39 E '. 1T4' 37 37 E 264' 39 38 E IT S-1' S-7 14'-0' 35 35 D 20'5 40 40 E 1T-0- 37 37 E 39 39 E 12 1< <-r -70- 135 30 38 D 1v -r 40 . 40 E 1aS- 38 38 E -1v-1tr 18-7- 40 40 . E 13 - 1S !$ 13-0- 36 36 D 19'-1' 41 41 E 151-1a' 38 38 �E 165 41 41 E 1< 1a 17 12-T 38 38 E 7r5 42 42 E 151.4- 39 39 E 7T-11' 41 41 E 15 1a.' ' to .173 37 37 E 1T-11- 42 42 E 14'-11' 39 39 E 1T3' 42 42 E 1T lv 17-11' 37 37 E 1a-11' 42 42 E 14'4' 40 '.40 E. '1x-10' 42 42 E - 1a 27 11-T 38 38 E lad 43 43 E 14-1" 41 41 E 1aS 43 .43 E 19' V 27• Ill r 37. 37 E to -7 43 43 E .20 ll'd 38 38 E t5 -r 43 43 E < r5 -Z'. a-71" 9•-r 7. S, a-11' SS T -l- • 9'-0' 25 22 C B4- 23 78 A 74'3 '28 4 11'-7 20 19 < V 51:r . <r S. -1r . 's4- 25 23 c 224' 31 30 E 2x-11' 32 31 E S -r 22 10. B 1T? . 27 25 C 7a-0' 25 19 C S T - 4-71- - S-1' t' . 25 24 C tv-Y 32 32 E 2a-11' .' 31 ' 31 E .2S-4- '235 33 "33 E SS 22' 17 B 11-6' 20 25 c v 1-' 25 21 C a • a T4' : '24 24 2a4' 30 38 ' E 194' 32 ..32 E' 34 34 E S-1-' 23 18.. B 0-11' 25 25 c a-4' 25 21 C T m : ? k Tom: .25 25 C C 1T --1a' 1� 10! 32 33 32 33 E E 2651 37 37 E 161'. 33 : 33. .. E 21--11' ' 35 .351 E' . 451 23 18 B ad 25 25 c T-10' 23 21 c Q 7'-- . 2!5 37 37. E tT-1' 34 34 E : 2a•r 36 38 E- v 2g- 28 C 1S-11' 33 33 E 234' 38 38 E taa' 35. 351 E 19.4'. 37 37 E'10P to 2E C . 164' 34 3t E 274' 9a 39 �E 1651 _ 38 -36 E- 1a -r 38 38 a 27 C 14' T 35 35 E 21-4' 39 - 39 ' E 14'x- 38 >Q E 1T-11' �' 39 E 11' = r 14'-6 35 351 E 205 40 40 E 1451 37 'A E : : 1T3 39 39 E 1? �, 13d 38 38 E tv? 40 40 E 134' 37 37, E la -T 40 4o E 13 t4r 135 30 30 E 19-t' 4/ 41 . E t3S 38 . 30 E... 1a-0' 47 41 E . 151 17T 36 38 E tad 42 42 F 17-r 39 39 E 1Sd 42 42 E to 8 4• 25 22 C ' 47 22 1 12 t a 41s' s? . T-tr 23 22 c 2aa' 30 29 E 251-0' s1 E S -Z' 22 18. B 11'51 20 24 C S T 74' 23 23 c. 1a? 3D .30 E 27-r =2 31 E S -r 22 1e G 94' 25 24 c a _ S 7-2' 24 24 tv-1' 32 32 E 2d -r 35 35, E 1T-4' 3t 31 E r-1- 33 33 E 7 9 W-10- 2S 24 c 1T -la' 32 32 E 2S-7' 38 38 . E ta•S 32 32 ' E lr_r 34 34 E a to a4- 251 ZS C t V lir 33 33 E 2s -T 37 37 E .154' 33 33 E t o -T' 35 � E W . 11' 651 28 20 O D 1S -t1' 33 33 E 2351 38 38 F 15-c 31 34 E 1T5 E to 17 aS 27 27 D 163 34 34 E 224' 39 'i9 F 151-ta 3t yt E lx -1r 37 37 E 11' 14' T 35 35 E 2T4' 39 39 F 133 36 35 E 15-4r 38 38 E 13 ltd 35 35 E 2D5 40 40 F. 17r 98 38 E 1Sd 1s 135' 3e 3e E 79-r 40 . 4p F 7251 37 A E 11-1r � � E i� is 135 3e 36 E 19=1' 41 h F 11-10' 511 37 E 1!51 � � E - 151 771 20 FREESTANDING AND ATTACHED PATiO STRUCTURES. .uVE TRIG INx.cODUm3Poc"G rE STEEL HEADER ' .. - .. LOAD wmm ' FMLAXIAG � PATIO 1P �LLFCRIED c siJM Y oGr' R 1?ROLLIaRIED /fJ10pl .. ' , .. .. . r IeOuioRlEa e BE DONS FOOTER aaE . . . ' I4VC oamx FOOTER 3me - W>[ C+OI4; FootEit SM . AtAaRAN EZLTRiIDED ILBADOL s tTE]R16JDEDHL6Apm . •. ' . • ON iM COIUMN F71EE ATTACHED. CrLUMN .. FitE! ATTACHL® COLUMN FREE AITAQ® INx COAL FOOTER 4V$ . ►M7C FOVfl9t - MAX room 3cm Ial>i : COLA FOOTER =M: INR. CCuti F'OOIER ?Q>: WmIN LOWOCOUMN'A' ALL. 3PAcs47 . FTII. FTIt :ItHI FTR FTR COLUMN FNIff ATTACHED COLUMN FREJ: ATTACI� `OOLLMN� f11E! IO'iMOEO- COUMN ;- WIC COL 1740tH Qlll9t3 Y Ill 3PACaq Fill . Flit IN 3PACMp FTA FIR f11lF /RLIOED C:OIAYI FREZ /IF•(Apm ' ' COL Y Y AK ACfO" FTA . pj+i -•.-., ... .. rQ tOt ON 3lM CX1L' Y Y' FTA .'IK. �►ACIO FlR Fm Mi wwma Fix- Ty" - .':i-`',':'•: -'E` Typl. .. CCL Y. Y. COL . FTR IIK' YACatO rl ,•:';i-:` -'ix 4.. S--10'! 1 .. TYPE Y Y COL . Y.. Y COL Y ' " COL. r 0- a ad 25' _ 3O COC. - - - - ..> 5 : TYRE! TYPE ,..;:>�. .. 70' TYPE 23 21 C'' TYPE 6 S r . 22 15 TS C ' itd '. 2D a 2s 1a -to-. c . vs' 2s - 30. 22 1ac 2a c.. -_1 Eva E 1 22isCvTSd. .22NINE 1T- C'23r a m -ra 2sc30. ,49to ca-- E . •10r >Z :'!E' E d2S - 2Z 153<' T- u 10' - - a - ? 23 23 19-1 ' C - 1 r5. ` 23 . c gra 3z 3t 31 E .. ivy. 2# 1a: c = s ".,- .....:... 9 32 E �. `32 E. b. d 25 24 D mr 10' E , 14 10- 32 32 4=10' 23 20, e 10 a3 33 ..33 E '23 r A. 37. . F - E '.... 1a 1-. ' 34. yr .. E . .c.,.r:.. 25 25 p.1 14'-0' .33 33 - - - 34 34 35 11 3s E E d a 3s. - - 0'. F - - ZO 1 - i 2s 33 - - d 33 1a1- 34. 35'• 34 - - E - 2 E 21- St T. 0" - 'F' 28' t ?a: � 34 34 D E - 1 S3' l 10' - SS. 35 . 3a': 30.•i't - - ' 30fti F- n -r. 3s' Cr 1sr37'- 14 3a 38 E 37 F <.. RDS 40 F 11 3a 38 - tsd E tt- tom. 37 r � - - - - 4.. F 1v-9' . 3i! F ' - .40 40 40 - F 11' - �. , 30: 5 3d: F r .-. .. T.r. 23. 21, ...- - 30 C aO a -T 23 21 C tem-. 20. 27 ' 14 e 1 -,-.. 6S 22 15 c . T -Y �3 23: �. D 1a:T . 30 14'-11' 2D 29 E 1a -T'. 31' :. 20 c ' r� 2s ' �s : . a a- - 30 E 22-10' 33 33 3T . E F 13-10' 30 30 E ta-r W_r 23 :' 18. C x 0 1 23 23 D 1S -t0' 31 31 E 21-1 32' 32 E ' _ . O' 25 �. F . 72-11' 31 31 E Vis•-' x ' 10 2t E 1 s 2j 32 E 21* 35: 35 F i7-2' 31 '31 E 1� 10' 33. 33 E - a •' S$ �' F 2(r r 37 37 F 11'-7' 33 33 F :0 11 SS 28 25 E 143 34 E . i r.(r 34 31 F 12 Ste- 2a 34 F 1vd 37 37. F 11'1r . 33 33. F . 13S 35 35. F 10 OD 4' E .. 73-t 0']34 3-4 F- 23 -10-1' 3a 38 F 70-T 34 34 iT 18 F 12-10' 35. 35' 5 a3 23 20 D 4S 1 ao- 1 a- �.. a . 5-70• 22 20 p 13S 2D 27 E taS ' 30 3p E . 7 S -T 23 12S 29 20 E t4-10- 3t,' 31 F - S 0' 22 17 D 9 e 71 E 14'-0'31 E 10'-11' 35 35 F t 1'd 30 30 S 23 22 E 13-10'' 32 E 10 1' 38 38 F 1v -r E 13-r 33 33 F T 25 23 E 13-4- 34 32 32 F '17-10' 34 :34 F 10 r71' 25 22 E 12-1cr E 1a 4' 30 30 . F 7C-0' 33 33 F 12-Z` 38 3a p a - E 1 T -e• 40 40 • F P-0' 3• 34 F 11.3• 35 35 - F 0' - - COLUMN N SCHEDULE FOR FREE;STA/4MV13 . COLUMN SC1EM&E ItA.TLSPAN STRUC LXIEs I44X 1. . COL, FOA ATTACHED PATIO F -r MAx COLUI,NIEx�rr OpL . - STRUCTURES .. 171NX. COLIMA! LFNOTH HGHT - - A 0.Q24'X3'3aUUREALLMCOLAMN. 0 FUND THE NUMBER OF PIU►$ TO HEADER FAS TErFJtS ON TABLE A OF 97CO04 DETAII'AE. 1 O FIND.THE APPROPRIATE DETAILS Of4 77CIM TO ><7C001. lr 11- . e' 0.03r_:t Ur SOIAREAUM4 SCROLL COLUMN FOR CONCRETE PATIO SLABS r -W' . B o.a Mi r,0uvm AW;1 coup.". 5 . c ." EAF r cLDHERLAuAL- aawD� WA tzd 0. FLI.MM COLUMN ALUI4. D.DBT COLU N /7d COLUMN N SCHEDULE FOR FREE;STA/4MV13 STIAUCAMIE3 AND MiERhEDIATE COLL1,04-S FOR ItA.TLSPAN STRUC LXIEs COLUNed NOTES E F -r MAx COLUI,NIEx�rr F 11-NLX CO4JAN LH.KiiH ' O 171NX. COLIMA! LFNOTH r saUAwE STEEL COLUMN', .. r 3alwie STEEL COLUMN 17 VAX COUAM L810TH GENERAL METHOD FOR USAJGiHESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED. COMMERCIAL OR PATK) STRUCTURE` 2 CHOOSE PROJECTION. WGTi{ OVERHANG. WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 2.6 AND DRAWINGS ON 7T3CO2 OF -STRUCTURAL CONFIGURATIONS. 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEOUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 23 THAT HAS ADEOUATE COLU 6 USE THE FOOTER SITE SHOWN MN SPACING. ., ' E F Y CLOVERLEAF STEEL0044' r COLI! -'. COHLS'FOOTER .' TABLE 24. 17� ALL COLLA&IS W`/ 6E REPLACEp NVR)t A STRON(,fR COLUMN - - - . 7 FOR SINGLE SPAN ATTACHED PATIO, USE THE POST SH01I1/N. o ' 3CUARE STEEL N v.3CIMRE STEEL COLuwr a tea w• MAY BE REPLACED Wl a4.' tza INr aE AEDIACFD w� W, ETC_ LOOK AT THE TABLES PRWIDED FOR ALL CTTHERS.. , 6 FIND THE CYC SPACING OF WALL' C:ONNECTTONS ON TABLE 6-5 N r saUAwE STEEL COLUMN', .. r 3alwie STEEL COLUMN OOLUMN iza LMEM INTERPOLAT70N FOR ALL CAL.CLAATION3 L3 ALLOWED tz-0- 0 FUND THE NUMBER OF PIU►$ TO HEADER FAS TErFJtS ON TABLE A OF 97CO04 DETAII'AE. 1 O FIND.THE APPROPRIATE DETAILS Of4 77CIM TO ><7C001. WA, - CON& 'FRE. FOR CONCRETE PATIO SLABS SL�iEDULE OF MAX CbLUMN SPACING FOQTING SIZE AND COLUMN TYPE FOR PATK) APPLK AT )NS LA/E TRIG o.934 --r: r APADHL 0 FOLLOW 1� ABOVE C 5 CHOOSE A COLUMN LENGTH IF USING COLUMN -A- (a-0- OR 10-07 . 6 FIND THE MAXIMUM J " BUTTE tNIDiH -LiPSAF) IMX -'. COHLS'FOOTER SIZE OVERHANG . 3 4 .oHJ•s Tzri-UMAL a 7 DOUBLEO.O.m-=2'zrHEAOER- 3 4 OOLUMN FAM. :' ATTACHED WA, LUX CON& 'FRE. FOOTER SIZE MAX ' COt4_ FOOTER SSE 5 5 WA WA WA 'N/A WA 8 0 COLU N FREEATTAC►EDFIR. 5 a - a WA WA NIA WA FUR FTR'.SPAC►q a 6 FTR PTRCOL WA WA (Fli (F'71- � ikl fI'0 � TYPE (FTI (M' '(M 'TYPETYP£ WA NIA 12 6 . 7D i Y0 6ifl Wlp3p® LE33 TW117 . a 8 - WA 9 WA WA 413 14 7 7 rP tea- 10 S-0- 12-L- ' 27 23 A 14 2-8 24 B. 133- - Z7 9 10 10 S' -T 70 P 20 23 B 12-T 27 . - 25. B 71'.10' ' .. 26 23 24 g : ' 8 V -w P 10- 25 24 B ii -4r 2e 25 C. 1v-9' 28 10 B 11 : TS B -Y . 25 25.. B tCr-T 10' 26 c iv o- 25 25 B 14 a-cr a-2- 2s 25 B g_11- 26 26 C 9�- 21 25 ` c 12 12 T3 25 25 B 8.-4_ 22 11 c 12 26 28 C 14 15 1s.. 2s zs B a-tv. n 14 14 a -1a 2e 26 c 12 13 ar' 2s 20 B tv- 2' 25 27 c ate- 27 ' . 27 c 1s s-0- a -to- 23 , 20 a v -r 25 22 C 9_T. -a- .25 21 C 17 a-0' S-0- 22 20 B a3' 25 23 c a 25 22. C . 15 T-0- 4-tv 23 2D B T -r 23 ' 23 C T-9 23 22 C 18 a-0' Cr 23 21 B ar 23 23 C T3- 23 23 C to 9-0- 17 17 18 .18 19 t0,. 20 c ar 23 23 C 14 10 d 19 20 20 33 34 a� 25 23 c ate- 25 24 c zs a'-0- a-1 I- 23 to B SS Fz- 25 24 C Sr 25 24 C 10 S-0- Tor 22 19 B 22 25 21. c a' -T 25 20 C 22. 22 6•-(r 4 T .22 19 B a -r T3' 25 22 C TS 23 21 C 21 TaS 22 22 22 22 23 23 23 23 24 23 22 C T-0' 23 27 C 23 24 24 25 25 B3 23 22 C 6.81 23 22 C v-0- S3 23 22 c sr 23. 22 C ' 10 0' 4'-10- 25 22 C S -r 25 23 C 3o r-0- sr 't - p 13 a 4• 25 20 c' 4 T r 25 22 C S 0- 4-T 22 l0 B T 4- 23. 21 C ' ' -lo- T-0' 23 .19 . C Ste' V-1. 23 21. C' aS 23 23 20 2t c r ar T -r . 23 21 c . '5_7- 21 c c 4o W-cr 4•r 22 1a B Z-7- 1 zs 23 21 . 1a C 4-10- 23. 21 c - 5-• 22 19 c c a-10- 23 1a c 6-cr51-M a-0- 7- 4'_T 22 19 c S-7 � 22 19 C eo 4'-0- 22 16 C 1-11' 22 19 C . --- a-11- 22 16 c COLiLE SPACING DN SLABS FROM.TABLE.2 , BUILDING ./ u r �„ U r 7 CHOOSE A HEADER ACING O T 25) THAT HAS THE SAME OR GREATER � t � � r �r � r COLUMN SPACING FOR THATTRIB WTDTFI AND LIVE AND WIND LOAD 'v 8 USE COLUMN TYPE H CUR STRONGER (UH4-ESS USING COLUMN -A7 /- 9 FOLLOW STEP 8, O AND 10 ABOVE APPROVED. [') P R OVE TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES [- F ROJ FOR GIVEN PROJECTION AND OVERHANG OUNDED QROFE �� ;A D/^///�•/�t•' i ;}fix dY 4. Ys OF CALW'� Anerinazj r 1140 AALLLL PRO DRIV f'��" ELKHART 'IN 46514 eeso is tvALUATON REPORT t71-242tP .„ ." - ti• WACO SPANS, COLUMN SPACMC. '.:✓-- �...;3r i:._. ,-• r.'i. :'`s:, ;l;r7ir ..5• y+ ".'}. FOOTER 312E AND COLUWI TTFt roR ►MERE SIANDINO AND ATTACHW SMI[7 S or • OAT[: 2 9 2000 (Ff) 6 7 0 [ 1) 2 OVERHANG . 3 4 (F•Tr S a 7 B 3 4 4 5 WA WA, WA WA WA. 4 4 5 5 WA WA WA 'N/A WA 8 0 4 5 5 a - a WA WA NIA WA 5 s L a 6 7 WA WA WA NTA 10' tl 5 6 a a 7 7 a WA WA NIA 12 6 0 7-- 7 7 7 8 a 8 6 9 WA 9 WA WA 413 14 7 7 rP tea- ; a 8. 9 9 10 WA (IA . WA WA 15 6 a 8 9 9 9 10 10 11 WA 1a 8 9 9. 9 10 10 10 10 11 11 11 11 12 WA 12 17 8 9 10 10 11 Al 12 12 13 78 9 io 10 11 11 : 12 12 13 13 19 10 10' 11 11 12 12 13 13 14 20 10 11 11 12 12 13 13 14 14 21 11 11 12 12 13 13 14 14 15 22 11 12 12 13 t3 14 14 15 1s.. 23 12 12 13 13 14 14 1s 15 18 24 12 13 13 14 14 Is. '15 78 t8 25 13' 13 14 14 1s 15 IS. 18 17 28 13 14 14 7s 1s 16 18 17 17 27 14 14 .1s 15 18 t8 17 17., 18 28 14 . 1s 15 to 18 17 17 16. 1S 79 15 is 1a 16 17 17 18 18' lv 30 1s 78 16 17 17 to 18 19 19 31 to 1a 17 17 18 .18 19 t0,. 20 32 16 17 17 is' 14 19 19 20 20 33 34 17 17 17 to 18 '19 10 za 20 21' 3s 18 to 18 18 19 19 19 19 20 20 20 20 21 21 21 .21 a 38 16 19 79 10 20 2D 21 21 22 22 3a 19 19 20 20 20 20 21 21 21 21 22 22. 22 22 23 23 23 40 20 r r 21 22 22 23 '23 24 41. 21 21 22 22 22 22 23 23 23 23 24 24 24 24 25 42 21 22 22 23 23 24 24 25 25 THIS TABLE MAY BE USEDFCNR COMMER za C1AL, PATI) OR LATTICE STRUCTURES 3.0 FREESTANDING AND ATTACHED.COMMERCIAL STRUCTURES LNE LOAD TRIB WIDTH ' e I mtAM 7,1 ■tA►t io' �•�cAw LIVE LOAD TR1B . DITH a' CLOVCRLC/V WMCL MCAOCR O• fT=cL C WGM to• RT[tL O YCAM TRIG VNIl7TH MAX COLUMN SPACING CONS. POORER 5� MAX CONS. FOOTEt2R SQE YAX COLUMN SPACING C NB. FOOTER SIE .' MAX, - COLUMN SPAGDIG' CONS. FOOTER S� MAX, . COINS. FOOTER SEE MAX COLUMN CX�P1S. F OOFM SIZE FREESTANDING ATT 'COLUMN FREESTANDING' ATT FREESiANDINO ATT FREESTANDING' ATT COLumm FREESTANDING ATT FREESTAN[INf 30 FOC7TER VJJTR "Q R. SPACING FOOTER V FTR ,� . FOOR13t 1r FTR FOOTER 1T 1 FTR SPACING ', 'POORER 1�. FTR `d SPACING FOORER'd FIR 1d I COLUMN H6GKT3. M':'1T . /9 to COLUMN HE)GHTS.. 'rr it 1S 1a COLUMN HEIGHTS ar tt' tS 1S COLUMN HBGUiiS 6'T' 11' 14 to COIAILIN MBGHI S E1' 11'- 19 to COLUMN HE7GIiT5 ar' tr tS 16 70MPH. EXPOSURE B 20. 4': 24'-3" 26 28 30 3.1., 24 29-0" 27 29 31 '33 .26 40'-11' 29 31 '34 36 29 20 " 4'.' 9'-9r' 20 22 24 25 18 253.. 26 28 30 31 25.. 344'" 28 30 33 -34 .27 : 4' .25 S 27-W.. 26 27 29 31 26 26-11" 27 28 31 32 27 3T-11". 30 31 33 35 .30 17 5 : 5-11' 20 22 24 '25 19 23'S.. 26 27 29 31 26 37-3". 20 30 32 34 29 S ' 27. 6, . 20'-117.28 29 28 29 30 :28.' 2 7 4" 28, 28. 30 31 28'. 35-9" 32 32 33 34 32 T-7" 6`.. 8'-2 20 22 24 25 : 20 `=4r..: ..: 27 27 29 30 27 30'-4' 30 30 32 33 30 6' ' 28 T , 19-4' 27 27 .28 29 27.' 27-W 29 29 29 31 29 33'3" 33 33 33 34-33 31 17. T .' T -s 20 :21 22 23 20. ` 20'-11' 28 28 29 30 28 28'-10' 31. 31 31 33 .31 T .31 8' 18'-1". .28 28 28 29 28 21'417 30, 30 30 30 30 31'-1" 34 34 34 34 34. T-7" 8' . T-OI'21. 22 21 22 23 21, . ' 20'-0 • 29 29 29 29 29 'r.. 2T-6' 32 32 32 32 .32 8' 28 91- ..1T-1" 28 28 28 29 28: : 20'-8. 30 .30 30 30 30 29'-4" 34 34 34 34. ', 34.,. 7 9' : 6-8',. 21 22 24 25 . 21: - 1v 2' 30 30 30 30 ' 30 ` 25-6' 33 33 33 .33 33 9' , 31 10r 15-2" 29 -29 29 29 .'29, 147-8' 31 31 31 31 31 2T-' 35 35 35 35 . 35 T-7" 10" '6!-4" 22 22 24 25 22 ..18-Z' 30 30 30 30 30 26-7 34.34 32 34 34 34 . 10` 10'-0'' , '.27 11' .1.6-S' 30. 30 30 30 .30 :.1 8'x' 31. -31 31 31 31 . 25-2" 35 35 35 35 35 '. U-57- 1 29 11' 6-0." 21 23 25 26 21 !T -'C 31 31 31 31 31 24'-9r 34 34 34- 34 34 .1 T 1d 17 14'x" 30 30 30 30 30 1T-11' '•32 32 32 32 32 25-1' 36 36 36 36 36 28 17 S-9". 21 23 25 26 .21 . 16-T - 31 31 31 31 .31 24'-1" 36 36 36 36 36 17 T3" 13 14'-2' 31 31 31 31 31: 1T3" 33 .33 33 33 33 24'-1" 36 36 36 36 36_ :.,. IS 5-6" 22 24 26 27 22 '15`-11' 3I.31 29 31 31 31 27-4" 36 36 36 36 36 13' 14' 13'48" 31 31 31 31 .31 16-7" 33:.33 '33 33 33 33 23'-2" 37 37 37 37 37 14' S-4' 22 24 26 27 22 . ' 16-C 32 32 32 32 32 22'3' 36 .36 36 36 36 14' .15!.. 13'-2" 31 : 31 31 31 .31 15-0" 34 34 34 34 34 _ 27-5 37 37 37 37 37 IS ' 6-2' 23 25 27 28 23 14'-1S 32 32 32 32 32 21'-9" . 37 37 37. 37 37 15! 15 1749' 31 31 31 31 - 31 1ST". 34 34 34 34 34 21'-8" 37 37 37 37' 37 15 S-0'' 24 25 27 28 .24 14'4' . 33 33 33 33 33 21'-0" 37. 37 37 37 37 15 20 4' 24'3' 30 32 34 36 24 29'-O'' 31 33 3637 37 26 39'-6' 33 36 38 40 29 20 4' 9'-9"23 23 25 27 28 18 .23'3' 29 31 34 35 .25 34'-1' 32 35 37 39 27 4' .25 S'. 27-6' 29 31 .34 35 26. 26-11" 36 32 35135 37 27 35-4" 32 35 37 39 30 17 S ' 8'-11'' 23 25 27 28 19 20'-10' 29 31 33 35 25 303"32 33 34 36 38 28 5 ' 27. 5 20'-11' 29 31 33 35 27 25-4' 30 32 3436 36 28 37-3". 32 34 37 39 31 T-7" 6 8'-2" 23 25 27 28 20 i.44r 28 30 32 34 26, 2T-10"30 34.34 .32 35 37 29 6 28 T 19'-4" 28 30 32 34 27 23-T 29 31 .3435 35 29 29'-,0" 31 33 36 37 31 17. T T� 22 24 26 27 20- 1T. -r 27 29 31 33 26 25-9" 30 32 34 36 30 T .31 8' 18'-1". 28 30 32 34 28 21'-11" 30 31 3335 34 30 2T-11" 32 32 35 37 32 T-7" 8' T-0" . 22 24 26 27 21 16-S 27 29 31 33 27 24'-1', 31 32 34 36 31 8' 28 9' 1T-1'• 29 29 31 '33. 29 07-8" 30 31' 33 35 30 26W 33 33 35 37 33 7 9 648' 23 25. 27 28 21 15-6' 28 28 30 32 28 27-9" 31 31 34 35 -31 9 31 10' 16-2" 29 29 31 33 29' 19.-8'. 31 31 32 34 31 25-0" 33 33 34 36 33 T-7" 10' S-4' 23 .25 27 28 22 14'-9r 28 28 30 32 28 21'-7" 32 32 33 35 32 10' 10'-0'' , '.27 11' 16-5"' 30 30 30 32 30' 18'-9":, 31 31 32 34 31 24'-6" 34 34 34 36 34 '. U-57- 1 29 11v'- 6'-O". 25 26 .28 -30 21 14'4?' 28 28 29 31_ 28 20'-7". 32 32 33 35 32 11' 1d 17. 14'-9" 30 30 30 32 30 1T-11" 32. 32 32 33 32 23'x' -35 35 35 35 35. 28 12' 5!-9" 25 26 28 30 .21-13-5 13'-T 29 29 29 31 29 19'-8"' .33 33 33 34 33. 17 T3" .17 14'-2" 31 , 31 31 32 31 . 1 T3' 33 33 33 33 33 27-6' 35 35 35 35 35 13' S-6' : 26 27 29 31 22. 17-11' 29 29 29 31-29' 18'-11' 33 .33 33 34 33 13' -14` • 1Y4r . 31 31 31 31 31 16'-7', 33 '33 33 .33 33 21'-9" 36 36 36 .36 36 14' 6-4". 26 27 29 31 22 12'-u 30-30 35 30 31 30 -.153" 34 34 34 34 34- ,.14' 1S 13'-2" 31 31 31 31 .31 164' 34 34. 34 134 34 21'-0." 37 37 371371 43 37. IF 5-2" , 26 28 30 32 .23. 17-T 31 31 31 32 , 31 1 T -T 34 34 34 34 '34 16 15 . '17-9" ' 31 31 31 31 31 15-6"' ' 34 34 34 34 34 20'-4" 37 37 37 37 37 16 5-0" 26 28 30 32 24 11'-T 31 31 31 32 31 1 T-0" "35 35 '35 35 35 16 20 V 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'-7" 29 31 33 -35-28: .25 . 32 34 37 39 32 4' .25 S - 27$ 30 32 34 36 30 26-11' 31 32 35 36 31 35-10" 35 35 37 39 35 17 S ' 8'-11" 23 25 27 28 , 22 21'4' . 29 30 33 34 29> 30'-11" 33 33 36 38 33 S ' 27. 6' 20'-11' 31 31 33 34 31 26-4". 33 33 34 36 33 37-8" 36 36 37 38 36 T-7" 6 V-2".. 23 25 27 28 23 19'3 30 30 32 33 30 28'-3' 34.34 35 37 34 6 28 T 19-4' 32 32 32 33 32 27-G" 34 34 34' 35 34 30'-3" 37 37 37 38 37 17. T T3' . 23 23 25 27 23 1 T-10' 31 31 31 33 31 26-2" 35 35 35 36 35 T .31 8' 18'-1" 33 33 33 33 33 21'-11" 34 34 34 34 .34 29-4" 38 38 38 38 38 T-7" 8' T-0" 24 24 25 27 24 16=8' 32 32 -32 33 32 24'-5" 36 36 36 36 36 8' 28 9' 1r-1, 33 33 33 33 33 20'-8" 35 35 35 35 35 26-8" 39 39 39 39 39 7 9' 6-8" 24 25 27 28 24 15-9' ' 32 32 32 32 32 23'-1' 37 37 37 37 37 9' 31 10' 16-2' '34 34 34 34 34, 19-8" 36 36 '36 36 36 254" 39 39 39 39 39 T-7" 10' 6!-4" 25 25 27 28 25 14'41' 33 33 .33 33 33 21'-10' 37 37 37 37 37 10' 10'-0'' , '.27 11' 15-5' 34 34 34 34 34 18'-9"- 36 36 36 36 36 24'-10" 40 40 40 40 40 '. U-57- 1 29 11' 6-0" 25 26 28 29 25 1,V-3- 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 1d 17 . 14'-9" 35 35 35 35 35 1r. -Il- 37 37 37 37 37 23'-, 0' 41 41 '41 41 41 28 17 S-9' 25 26 28 29 25 13'-T 34 34 34 34 34 W -Cr 38 38 38 38 38 17 T3" 13' 14'-2' 36 36 36 36 36 1T3" 38 38 38 38 38 27-10" 41 41 41 41 41 "13' 5%6' 26 27 29 31 26 134' 35 35 35 35 '35 19-2" 39 '39 39 39 39 13'. 14' 13'4r 36 36 36 36 36. 16-7- 38 38 38 38 38 .22'-0'' 42 42 42 42 42 14' 54' 27 27 29 31 21 17-T 35 35 35 35 35 18'3' 40 40 40,40 40 14' 15 13'-2' 37 37 37 37 37 IV -Cr 39 39 39 39 39 . 21'3" 431431.43 43 43 16.1 5-2" : 27128 30 32 27: 17-T 36 36 36 36 36 Ir -1 Cr 40 40 40 40 40 15 16 17-9" 36 36 36 36 .36 15-6 39 39 39 39' 39 20 -T' 43 43 43 43 43 16 S-0" 28 28 30 32 28 11' 9" 35 35 .35 35 35 1 T-" 41141141141, 41 16 w MU't1 tJCYCJ.SUKt 'G LIVE PRP • 1/1' CriTAUDCD MCAOCR . LOAD JE -C- MAX' CONS. FOOTM SIZE . . TION . COLUMN FREESTANDING. ATT SPACING FOOTER -ir Irr''n•.: COLUMN HEIGKTS . .. 1U•.... is �a 70. MPH EXPOSURE -B 20' - 8' 11'-2' 21 23 .25 26 19: 9' 1O'-6" .21 23 .25 26 19 ' 10' . .1(7-0" 26 22. 24 25 ..19 11' 9'-W. 21, : 23 25 26 20:.• 17 9'-1" 21 23- 25: 26 21 _ 1S 8'-9" 22 -.24: 26 27. "--20:. 14' 8'-5' 22 2426 ' 27. 21'' 16 8'-1° 23 25 27. 28 21- ' 16 T-10" 23 25 27 28' 21...- 1 T T-7" 24 25 27 '29 21 70 MPH EXPOSURE C 20 8' 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'-5' 25 26 28 30 20.-- 17. 9-1" 25 26 28 30 21 13' 8'-9" 26 27 29 31 '. 20 14' 8'-5" 26 27 29 .31 21 1S 8'-V 26 28 30 32 21 16' T-10" 26 28, 30 32 21 1T T-7" 27 29131' 33 21. 90 MPH EXPOSURE B 20 8' 11'-2' 24 '26 28 29 22. 9' 10'-6" '.24 26 28 29 22 1 a . 10'-0". 23 25 27. 28. 22 - 11' 94'.. 24 26 28 29. 23'" 7 7-V.. .24 26 28 29 24 13' 8'-9' 25 27 29 31 24. 14' 8'S 25 .27 29 31 24 16 8'-1` 26 28 30 32 25 16 T -10r 26 28 30 32 24 1T T-7" X33 90 MPH EXPOS 20 >3' „- 8 i 10' 10'-0'' , '.27 2 11' 9-6' 28 V F32 CA/ 17 9-1" 28 30 .32 34 24 13' S-9' 29 31 33 -35 24 ' '14' '. U-57- 1 29 31 33 1'35 1 25 70 MPH EXPOSURE B AND C' . 25 8' ' 1C-0' 23 25 . 27 28 18 9'-5" 23 25 27 .28 19 1d 8-11' 23 25 27 28 19 11' 8'-6' 25 26 28 3D 19 17 8'-Y 25 26 28 30 20 13' T-10" 26 27 29, 31 20 14' Tom' 26 27 29 31 20 15 T3" 26 28 30 32 20 16 T4" 26 28 30 32 20 1 AULt 3Z ALL FOOTERS LISTED ARE CONSTRAINED. i TO USE NONCONSTRAINED FOOTERS 'tl 4� SEE TABLE ON SHEET 2:OF'8 �. TABLE LAJ ^, Cr Aire suZ.nWPR0ncx,-0,M "y 1140 ALL PRO DRIVE ELKHART. IN 46514 w#LR SILL ANU WLUM1 'REESTANDING AND ATTAC `nuucon�I �a�r��nre - . 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTI LIVE LCMD TRIG gMEJT11 90 MPH c' I •[AMI �' ccw `w 10' 1 acw LIVE LOAD . TRtB WIDTH .., .....; .d e�ovcwtw RT:R MCAocw �' srcci o cuw id.crcct C wtAM , TRIG wlDtriCOl=1W MwC EXPOSURE CONS FOOTER s¢E- uAx Fitt+-TANDIMCi :ATT MLU�N FOOTERY FTR SPACING "C' C , - CONS FOOTETR S� MIAX' FREESTA1p� A COLIIEN FOOTEit Y ETR. SPCNG - HEM3Hi8 Y'COIiJMiHEN[#TT8YHE ... q ,.. .. CflNs FOOTER SIZE MMATL' CCLUL I 'SPACNO r...,,......�._ CONS. FOpriER SIZE. MAX CONS, FOOTER sD3= MMAxWA-- COLU NTSPACING SPACINGCOLUMNI�CTITS -d'artr»:1sa-1rTs 32 -FREESTAIp3 ATT FREESTNpq ATT COLUMN FREESSTANDING ATT Y FTR ar tr 1a to 39 FOOTER. V' ETR' F GKM ,. Y ar1r.>s1 SPACING FOOTER Y FTR COLUMN mBGK B . `C ar tr..ly :.Ta B.41 25. ' 4' ' 2741 : 33 35 38. 40 28 24'-1.1" 34 36 39 41 29 30-r 36 a= " !'^rr. 32 34 20' 1'' 33 36 37' 39 .29 '22'-4' 33 35 38 40 31 ZT-4' 35 :18 .20'-10' 29 18'-4-. 32 34 .37 '38 ' 30 20'-4' 33 35 37 39 32 24'-11" 34 a 6' T': 1T -(r 31 33 .38. 37 '31.- 18'-icr 32 •34 37 36 32 : 23-1' :33 35 37-130 30 :6- '32 :32 35 36 32 ':I rS 33 33 36 37 '33 21=7-'. 35 29 31 33 -'26 32 32 35 .38 38 _32. 16`-r 34' 34 36 37.34: 36 20-4' 36 22 24 10 ; . 1q' -T.: 13'$: 33. 34 33 34 .38 35 33 ' 15'$' 34 34 35 36 34::. 19-4'. 37 No v11'. 5 37 39 -36 37 .34. 6.0' : 23 34: .15-0:. 35 .35. 35 .36 :35 15-10' 37 • ? s ; 22-9' 17: .13-0r 34 34 .34 :35 .34. 14' 35 35 35 -35 23 `15-1-. 38 = .:w.:.' 21 13: .17•x' 35 35' 35. 35 35 13'-10' 35 35 .35 35 ..'35, 35 17'-4. 38 37. ; 14' . 17-0' 35 35 35:.35 :30 35 13-4' '36 36 36 36 36.• 163' 38 32 33 15 • 11'-T 36 36 36 36 ' 36 17-10' 36 .36 36 36 36 '16-2" 39 29 29 70 IL 9n MPH FYTXIQI .29 ICC U i 7n sins cvorc- roc •. 338 38 38 24'-0' 13 B.41 43-31 21'-1' 25 ,C. 34 23 27 27 28 17. .233 29 31 34 35 '24 3Z3' 32 34 37 39 27 4' 7 40 42 33 21- 5 - W -(r.. 22 24 26 .n :18 .20'-10' 29 31 33 35 ZS 29-11' 31 33 36 37 28 5' S 39 41 .33 31 6' T-4' 22 24 25 27 19• 19-tr 28 30 32 34 26 2T-10' 30 32 35 37-130 30 :6- 5 38 10 .35 23'-6' T- 8-9' 22-24 40 26 27 19 . 1T -r, 27 29 31 33 -'26 25-9". 30 32 34 36 30' .'r 537 39 35 36 9 6-4'.:° 22 24 26 27 20 16.5' 27 '29 31 33 27 : 24'-1'31 36 32 34 36 31 ... 8' 5 37 39 -36 37 9 6.0' : 23 25 27 28 20 -`*154•' 28 28 30 32 28. 22-9' 31 31 34 35 31 9' 37 38 37 27 10 .'5'-B' 23 25 27 28 21 .14'-0' 28 28 30 32 28 21'-7' 32 32 33 35 32' . 10'. 37:37 30 37. ; 11' ': -. S-6'' 25 26 28 :30 21, w -a 28 28 29 31 '28. 20r -r 32 32 33 35 32 11` 38 38 38, 33 17. 5-2" 25 26 28 30 '22. 13$".. 29 29 29 31. .29 19-8' 33 '33 33 °34 "33 ' 17- 338 38 38 24'-0' 13 4'-11' 26 27 29 31 21. 1T-11':l3o 29 29 29 31 29 19-11' 33 '33 33 34 .33 . 13" 38 38 . 38 37 14' ,4'-9" 26 27 29 31 22 175' 30 30 30 31 30: 18 3" 34 34 34 34 34 14' )1,39139 .38 39 10' 15. 4-7- 26 28130 32 32 22 'I7-0" ' 31 30 30 30 30 1 T-7" 34 34 34 34 34 15 '. 30 4' ' 21'-1' 29. 31 34 35 27 25-4' 30 32 34 36 29 35-9' 32 35 37 39 32 25 4' 9'-0' 27 28 31 32 21- 1 T-11' 31 33 36 37 26 2E 3' 351.37 25'-6" 40 42 30 4' 34 S 18'-10" 28 30 32 34 . 28 22 -t Or 30 31 34 35 30 375" 34 34 37 39 34 40 5' 8'-0' 25 27 29 30 21 16'-0r'' 30 32 1 TS 36 27 23'-6' 3335 33 38 40 31 - 6 40. 6 . 1 T-2' 29 29 31 33 29 20-10" 31' 31 33 35 31 29.6' 35 35 36 37 35 37 6 T-4' 25-27 30 29 30 23 14'-r 30 32 .35 35 36 29 '21'-5" 335 36 37 39 -32 6. 37 T 1S-11' 30 30 30 32 30 19'-4' 32 32 32 34 32 2T�" 36 36 36 37 36 37 T . - 6-9'• 25 27 29 30 23 135' 29 31 33 35 .29 19-10' 3334 36 37 38 33' T 38 8' 14'-10' 30 30 30 32 30 18'-1' 33 33 33 34 33 2S5'. 36 36 36 36 36' 39 8' .. 6-4' 25 27 29 30 24 17-8' 30 31 33 35 ' 30 18'-r 3434 34 37. 38 34 8-- 33 -.97 14'-0"' 31 31 31 31 31 1T-0' 33 33 33 33 . 33 24'-0' 37 37 37 37 37. 10 9. . 6-0" 27 28 31 32 24 11'-11" 30 30 32 34 36 1TS 3434 32 36 37 34 9'. 28 10, .13-4" 32 32 32 32 . 32 16-7' 35 '35 35 35 35 27-9' 38 38 38 38 .38 2233 10' S-8". 27 28 31 32 24 11' 4' 31 31 32 34 31 16'-7' 36 36 36 37 36 ::10': 27 11'. 17.5" 32 32 32 32 32 15-5 35 35 35 35 35 21'-6" 38 38 38 38 '38: 11" 6-9" 28 30 32 34 25 10x5". 31 65' 32 34 31 '15-10' 35 35 35 36 35 11' 33 1 17: 17-r 33 33 33 33 33 1415" 35 35 35 35 35 20'-7' 39 39 39 39 39 9 12 S3' 28 30 32 34 26 10'-4' 32 .31 32 32 34 32 15-2" 36 36 36 36 36 17 13 .11-8' 33 33 33 33 33 14'-7 36 36 36 36 36 19-10' .39 39 39 '39 39 1-T 5!-1' 29 31 33 35 27 9-11' 32 33 35 32 14'-6" 37 37 37 37 37 13 14' 1 1'x" 1214 34 34 34 34 13-8' 36 36 .36 36 36 19-1' 40 40 40 40 40'14: 16 4'-11' 4'3'' 29 31 33 35 26 26 9-T ' 9-3" 33 33,331331361 .32 33 33 35 33 33 -0 14'". 17-6" 37 37 37 37 37 37 37 37 37 37 14' 15 90 MPH EXPOSURE C' 30 - 4'' 1 21'-1" .1331351371 39 1 28 1!;"&-1I-ae I u 1 zo .d -t I �o 1 -*,•_�". .30,32.35.36.' 1 .14' 5: 18'-10" .32 34 37 38 29 27-4' 33 35 38 40 31 28 0' 35 37 40 42 33 EXPOSURE. C 27-" 29 31 34. 35 28 .30-7- 32 34 36 3831 19-10' 5 :.Ir -2. 31 33 36 37 30' 20'-4' 33 35' 37 39 32 25'-6" 34 36 39 41 34 30 6' T. 15-11' 30 32 35 :36 30 18'-10'' 32 34 37 -38 32: 23-8'. 35 35 38 40 35 T 13-10" 8 - 14'-10" 31: 32 .35 36 31 1 TS 33, 33 36 37 33 : 27-1" 36 36 38 40. 8' 17-11" 29 914'-0" 29 32 32 33 35 32 16-r 34 34 36 37 34 20-10" 36 36 37 39 36 30 30 10:AT-41". 31 33 33 33 35 33 1531. 34 34 35 36 34 19 -Sr. 37 37 37 38 37 30 30 11' : lz4r 33 33 33 35 33 18-0" 35 35 35 36 . 35'j. 18`-10' -37 37 -371381-37 30 30 30 17 17-2' 34 34 34 35 34 14'5' 36 .36 36 36 :36..18'-1" .28 38 38 38 38.38 31 31 31. 13. 11!48" 34 34 34 35 34 '13-10 36 .36 36 36 36. 17* -4- 39 39 39 39 3911 .14' 11'3. 35, 35 35. 1 35 1 35 .13-4. 36. 36 36 36 36 1648" 39 39 39 39 - 39 70 8 90 MPH EXPOSURE 8 / 70 MPH 40 4' 1.941- 28 30 32 34 26 EXPOSURE. C 27-" 29 31 34. 35 28 .30-7- 32 34 36 3831 19-10' 5 16-4' 27 29 31 33 27 15-10'2s 14'-11' 30 32 34 28 27-4`32 18'-2' 32 35 37 32 30 6' 14'-11" 27 28 30 32 27 18'-2" 30 30 32 '34 30 24'-11" 33 33 34 36 •33 30 T 13-10" 28 28 29 31 28 16-9' 30 30 .31 33 30 23-1' 34 34 34 35 34' 14'-10' 8' 17-11" 29 29 29 31 29 164r 31 31 31 32 31 21'-7' 34 34 34 35 34 -33 9 172' 30 30 30 31 30 14'-10' 31 31 31 32 31: 20-4" 35 35 35 35 35 32 10 11'-r 30 30 30 30 30 14'-0' 33 33 33 33 33 194" 30 32 35 36 36. 18'3 11' . 11'4' 30 30 30 30 36 ' 13.5 33 33 33 33 33 lwlwiw 18'-9" 36 36 36 36 ..36, .28 17' .10-r 31 31 31 31 31. 17-10" 33 33 33' 33 33 1T-11' 37 37 37. 37 s7 40 4' 18'-4' 32 34 37 38 27 273" 33 .35 38 40 28 30-7- 36 5'' 16'-4' 31 33 36' 37 28 19-10' 32 34 37 38 29 2T-4" 35 6 14'-11' 30 32 I31 35 36 28 18'-2' 32 34 37 38 30 24'-11- 34 T. 13-10" 29 31 33 35 29 16'3' 31 33 36 37 31 23-1" 35 S 17-11" 30 23 33 35 30 16-8" 32 32 35 36 32 21'-r' 35 9 ;17-7 31 31 33 35 31. 14'-10' 32 32 35 36 32 20-4' 36 10' 11-4- .31 31 32 34 31 14'-0r 33 33 33 35 -33 19-4' 37 28 .1 1* -C" 31 31 32 34 .31 135' . 34 34 34 35 34 18'-8'' 38 17 . 1CY T 32 32 32 34 32 .17-10' :34 34 34 35 34 1T -1T 38 IC 15'-0" 30 32 35 36 25 18'3 32 34 37 38 27 2S -7r 34 _,q - 13.5...29 34° 31 33 .35 .26 163 31 33 36 37 .28 22'-10' 33 6 173. 29 31 33 '35 27 14'-10r 30 32 35 36 .29 20-10" 33 13• 4'3 28 30 32 34 28 13-0" 30 3133 35 35 '30 '19-4' 33 6 . 10-r 28 30 32 34 28 17-10' 31 31 33 35 31 15-1'- 34 9 '10'3". 29 29 31 32 29. 17-2' 33 33 33 .35 33 17' -Or 34 10 '93 30 1 301 31 32 30 11'-5 33133133134 21 10 33 162' 35 41 43 31 40 42 33 39 41 33. 38 40 35 37 39 35' 37 39 36 37 38 37 38 38 38'. 3s 38 _38 39 41 30 38 40 .31'. 37 39 32 37 35 33 37 38 34 38 37 34 4- w -8'-2" .23 25^27 25 28 '20. 27-0' 28 30 33 34 : 27 3(7-41 .31 '33 36 38 31 4''.. 5' T-4' 22 23 25 27 '21.. . 20'5'' 29' 30 33 34 29' . 28'-2" 32 33 35 37 32 .6- '6 6 64r- 22 23 25 27 21 19-r 30 30 32 -3330 30 26'3 33 33 35 37 :33 6':._ T `6-2'. 22 23 25 27 22 1T-10" 31 31 31 33 31 25'-2' 35 35 35 36 35 T 8' 5-9" . 22 23 25 27 22 16-8' 32 32 32 33 32 24'-1" 36 36 36 36 36 8' 9 65' 23 25 27 28 23 15-9" . 32 32 32 32 32. 23'-1" 37 37 37 37.37 .27 9:' 10 5'-2' 24 35 319. 28 24 14'-11" 33 33 33 '33 33 21'-10' 37 37 37 371. 37 10 11' ,4'-1 V 24 23 35 29 23 14'5'. 34 34 34 34 34° 20-10' 38 38 38 38 38 11" 17 . 4'-9' 24 33 33 29 24 13-r- 34 .34 34 34 34 20-0 38 38 38 38 38. 17. 13• 4'3 25 2712 33 31 ' 25. 13'-1" . 35 35 35 35 35 19-7 39 39 39 39 39 13. 14' 4'-4" 25 18'-11" 34 31 25 1T-7' 35 35 .35 35 35 185' '40 40 40 40 40 14' 7n'MPH FYPFlcI ICC r - 35 35 35 35 35 14' 26 35 117 21 10 W-2" 27 '28 30 4' W-2' . 23 25 27 28 17 22'-0' 29 31 33 35 23 30'-4" 32 34 36 38. 26 - 4' 29 5 T-4' 22 24 26 27 18 20'5". 29 31 33 35 25 28'-7 31 33 36 37 28 S SS' 6 6'-8' 22 24 26 27 18 19-0r 28 30 32 34 26 26'5" 30 32 35 37 29 6- 24 r 6-2', 22 24 26 27 19 1T-7- 27 29 31 33 26 25-2' 30 32 34 .36 30 T 31, 33 5 -Sr 22 24 26 27 19 165" 27 29 31 33 27 24'-1" 31 32 34 36 31 9 6 9 55' 23 25 27 28 20 15-6'. 27 28 30 32 .27 27-9". 31 31 34 35 319. 29 30 10 S-2' 9 4'3' 27 28 21 14'-91*27 22 28 30 32 27 21'-7' 32132134 321 23 35 32 10' 1 T3 11' 4'-1 V 25 26 28 30 20 14'-0' 28 28 29131 33 35 28.20'-7" 27 33. 33 33 35 33 11' S 17 123125 4'-9'' 25 26 28 30 21 13-5" 28 28 29,31 '32 28 19-8" 33 33 33 34 .33 17 32 13 4'3. 26 27 29 31 21 17-11' 28 28 29 31 28 18'-11" 34 34 34 34 34 13- 30 14' 4'4' 26 27 29 31 22 175' 29 29 29 31 29 18'-3' 35 35 35 35 35 14' 30 4' • , 8'-7' 27 28 31 32 21 37 5 T-4' 25 27 29 36 .21 35 s 6-8" 25 27 29 30 22 31 T 6-2" 25 27 29 30 23 21'-5- 9, 5!3' 25 27 29 30 . 23 29 9. SS' 27, 28 31 32 24 37 10 S-2' 27 28 31 32 .24 35 11' . 4'=11'. 28 30 92 34 24 8' 17 4'-8r'28 30 30 32 34 24 34 13 4'S•29 37 31 33 35.25 31 31 14' 4'-C 29 31, 33 35 26 40 4' T-2'' 25 27 29 30 20 31 . S 6-4' 25 27 29 30 20 10-4' 6 s-1 Dr• 23 25 27 28 21 36 T 53 25 27 29 30 22 3232 B 5!-0" 25 27 29 30 23 37 9 4'3' 27 28 31 32 22 14'-0 " 10 4'$ 27128131 37 37 321 23 1T-11' 31 33 36 37 26 26'3' 35 37 40 42 '30 4' 16-(' 30 32 35 36 27 23'-51 33 35 38 40 31 S 14'-7- 30 32 35 36 28 21'-5- 33 35 37 39 32 6 135• 29 31 33 35 29 19-10' 33 34 37 38 33 T 1748"'. 30 31 33 35 30 16'-7' 34 34 37 38 34 8' 11'-1 Y 30 30 32 34 30 1T� 34 34 36 37 34 ' 9 11*47 31 31 32 34 31 16'-7- 35 35 36 37 35 10 103' 31 31 3234 23 31 . 15-10' 35 35 35 36 35 11' 10-4' 32 32 32137 34 32 15'-2' 36 36 '36 36 36 17 9-11' 32 32 3232 - 32 14'3 37 37 37 37 37 13 9=T 33 33 3333 32 33 14'-0 " 37 37 37 37 37 - 14' 1T-11' 31 33 38 1 T3 26 26'3 35 37 40 42 30 .4' 16-0r 30 32 35 36 27 2315 33 35 38 40 31 S 14'-7- 30 32 35 36 28 2115 33 35 37 39 '32 6 13-6" 29 31 33 35 29 19 -tor 32 34 37 38 33 T 17.5 30 31 33 35 30 18'-7" 34 34 37 38 34 S 11'-11' 30 30 32 34 30 1T-6' 34 34 36 37 34 9 ' 11'4' 131 27 31 321341 32 31 1 16'-r 351351361371 8'-7- 27 26 35 117 LIVE 'PRO- a //1' mcrnUDtO N[ADcw LOAD JEC• MAIC CONS FCKYI R -SIZE . ' TION COLUMNFREESTMDMICi ATT DETAIL 7C" and V AiTCHED SPACING FOOTER Ir FTR ' tr-0- e' -r. .. COLLMN HE)GNRS . v . (Psn fm wn ar 1T 15' 'Ir 90 MPH EXPOSURE B 25 S 10-0r 23 25 27 28 21- ta-0" SR.95' .23 25 27 26 22 W. 8'-11" '23 25 27 28' 22 ll**.. 9-0' 24 26 28 29 22 17 8'-Y 24 .26 '2S. 29 23 13- T-10' 25 27 29 31 23 14!1:T3 25 27 29 31 .23 IS T3' 26 ' 28 30. 32 23' 16' T4r .26 28 30 32 23 90 MPH EXPOSURE C' .25 S 10-0'r 27 28 31 32 21 9 95' 27 28 31 32 22 10 6-11" 27 28 31 32 22 11' 8'-6' '28 30 32 34 23 17 8'-2' 28 30 32 34 24 13 7* -10' 29 31 33 35 23 14' 1 T3 1 29 131 1 33135 24 70 MPH EXPOSURE 8 30 8' 9-2' 20 22 24 25 21 9 8'-7' 20. '22. 24 25 21 10 8'-7 20 .22 24 25. 22 11' T-9' 21 23 25 26 22 17 T5' 21 23 25 26 23 13 T-7 22 24 26 27 23 14' 6'-10' 22 24 26 27 23 '1S 6-7-. 23 25 27 28 23 90 MPH EXPOSURE C 30. W 9-2' 27 28' 31 32 21 9 8'-7- 27 26 31 32 21 10 W-2" 27 '28 31 32 22 11' T3. 28 30 32 34 22 17 . T-5' 28 30 32' 34 23-s .13 T-2' 29 31 33 35 2233 14' 6-10'' 29 31 33 35 16 6-7- 30 32 35 36 40 8' 7'-11" 25 27 29 30 20- 9 T-5 27. 28 31 32, 21 10 7'-1' 27 28 31 32 21 11' 6-9" 28 30 32 34 21 17 65' 28 30 32 34 22 13 T-2' 29 31 33 1 35 22 60 T 6-11' 25 27 29 30 19 W 63 25 27 29 30 20 9 6-1' 27 28 31 32 20 10 S3' 27 281311-32 20 1 P.OLr- 3.L 1 AMSLt s.3 91Ameri - SUIIDDVG PS�(,T3, IIVG 1140 ALL PRO DRIVE . ELKHART. IN 46514 . WBO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE TOR FREESTANDING AND ATTACHED COMMERCIAL 57RUCTURES SHEET S OF 8 DATE: 2/8/2000 m gr_ i 111 `11 MAXIMUM COLUMN HEIGHT COL COLUMN DESCRIPTION SINGLE FREEST FOR ALL COLUMNS SEE SPAN OR MULTiSPAN DETAIL 7C" and V AiTCHED ATTACHED E 3- CLOVERLEAF STEEL COL tr-0- e' -r. .. F . 3' SQUARE STEEL COLUMN 181-0' 114r . . G 4- SOUARE STEEL COLUMN 18'-0' '151W . H S' SQUARE STEEL COLUMN 184r 18-0' J 6' SOUARE STETS COLUMN ta-0" 18 1 AMSLt s.3 91Ameri - SUIIDDVG PS�(,T3, IIVG 1140 ALL PRO DRIVE . ELKHART. IN 46514 . WBO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE TOR FREESTANDING AND ATTACHED COMMERCIAL 57RUCTURES SHEET S OF 8 DATE: 2/8/2000 m gr_ i 111 `11 -e2 v" m -- - 4.0 FREESTANDING AND ATTACHED LATTICE PATIOSTRUCTURES . '...., : LIVE LOAD TM MAXO4UN COLUMN SPACING . ; 1NQiH 3WSTEEL C BEAM ' LAVE 7RIB MAXMUN COLUMN SPACING 3xS STEEL C BEAM LIVE TRIG 0.036 x 3' x 8' BCX BEAM O.OIT x 3x8' BOX BEAM DOUBLE 0.03r x r x 6 23'-4' • i -:c ;. ;y : ;% .':•..`;` .., _ s .' FOR'ATTACfIED LATTICE ON SLAB' : VAX. COIFS FoanNG SUE LOAD WRJTH ` MAX : CONS FOOTING SUE LOAD .Wom MAX ' CONS. FOCTT04C SUE MAX CONS. FOOTING S02_ MAX CONS FOOTING SUE 14'3- . _. ^ -• Y 2E hEA09t MUST BEABLE TO SPAN .. COLLIMNN FRff ATTACHED 17 iT-T IiEADHs MUST BE ABLE TQ SPAN COLUMN .FREE ATTACHED .' 14 -T .COLUMN '. FRS ATTALiED COLUMN FREE ATTACHED COLUMN FREE ATTACHED - .. '''--= ..: : 40 USINGCOLUMNN'A" AlLOT162 SPACING . FiR FM MIN s-8' : 5 -It USYNG COIAJMNI'A ' SPACING 28- C SPACNNCi FM ..MiN SPAC?NG _ _ ACING xr 'us ' V F: ,r:1•:pr,:ze .. _ - :s Axa:?`;?a. . MAX LENGTH OF COLUMN COINS . - ir' . • '1t: ._ .. .. ... :... ' - '.. MAXLENC3TF1 OF COLUMN ' CRHERS Y Y' COIAAN 19 14'-6. i'" - :. ��: 'd COLUMNN _ . . '1T COLUMN 13 �•..-...:... ..,..> ... _ Ova, ..0 ;.,; ...... • �� . 28 1v4r . 1v4r a4r .. oN sLAs TYPE 14'' 104i' 10-0' a4r ON siAB TYPE 5'6 t34i TYP£ .;.. :. 27 yy ---�- -.. }h:-/�• t,.yy./'�1^�:-RaY.•w.t�....•:.._�:K.. Q+Pf'1' . /�� ��p ... - ' - 1V M\ Li iJ _.. ... M T/ M .. _. 29' 29: z ors Less.:.: E 1S STRUCTURES AND INTERMFDNTE COLUMNS FOR 0'-1' 13'- ' 901" W0IDSPEeD z D 1z OR LeSS _ .. A 6-T ' - TA r. ' . �A . 29 C -1 2Z -W. 2S -T ' : 2B3 ....... .. :. t0 - tT ..°.s -0' ' s -r s•4Y•:- .s'�- 1z�- 29 ' 29 .. c io t tr-r:' '-;._� .. 17- : A !. 1T-4' 29 20 ' a -r 1S4r ' 2 8, - C 40 <.., --•r. .z - - S 1a -10r' 21"-0'. . - - 70 NF"17 19 43. 4-11'' S43'' ':.S 10' 1r -1r i9 m: c .,�. 11•-11' s: 's -1r ''< 2s'-' •• ..16' =A 143' 26, 21:.' - ;A..• 14•_ •. . ..1�9 . - - 30 Ar 14' 1 l r4r ..1T -0r'. ..1T�' .. .. ,..... 9 =T W 4'4r S.6' .`` '' S4' . 1r -T 30 30 C. ' 1T -T 6 TS : 23 17.; . A .:. :11'-11' 26 20 A 12-11' :: 27:. .. 21. A. . 6' ...1S -0r' .. W 4'- 27. 22 . 6 14-1' lr_r 4611-3• COL FORATTACHED lATi10E 30 30 C E 6-T MAX COLUMN LENGTH : �.:. 6•-4'' 23 :` 1a. A :.: 10r -r 26 21 ' A 12-1' 2T`: 72:. A 14'-7- r:-0'. 23'-T. 1T -9r 13-1 25 3 24- ~22. C C 21• T 4=1C'.` S'-0'. 11'-0'' 3 1 31' C D 3. S -T 23 1T 11'-0 X17.9" 13'-1` , . 27. .24 ` 26 8' , . 4'-6:: 11.4'.. t r43' . . 24'3' . .- 26., 23.. C 29 27 . D 24 4'4 r 4. �"' 104Ir 30 30 . C 20-10' Sr 4'-t1' 25 A A 8'-11' 25 21 A -10' 26' 22 A• . c :::: 10. 8.�. ` '• .>Y -1T : 10'3' 10-� 2S -0r 26. . 23: C 20 s 11'-1' 11'6 13=5?.. ' 13'-9' 0.032"x 1 117 SQUARE ALUM i10 . H 12 MAX COLUMN LENGTH 10r ' 16'.3' 29.: 16 E T-11' 25 20 A: 10'-6' 26' .. ' 23 : A•` ' . 26 25 11• Tor S4r �-' 9'43' 21'-11' 25 23 C S a -10r 93' 10r4r= ` Iv4r 27. E. TABLE 4.6 20 4 a' 94" 25 22 19 A ... T-2; 25 21 A 10-2 .26 24'A:. ' 1z: Tor T-4' 8'43' i�4ir'. 21'•0' 25 24 C 26 V T-4' Tor I =11-' W ALL COLUMNS MAY 8E REPLACEfl. VIRTFI A STRONGER COLUMN _ S .,r s 1T -T 20' S' 14 . ` A 9-r ' 25 16 A 11'-4' 26 17 A" ' IT -11(r. 13' 6� V- r T -1o' V-1' . 20-r 2S 2S C . C T 6-' 6-T T-8' -r T -10r IVA' 30 ' S C 14=8". 1242 4-r 22 15 A T -r 23 .16 A 17 26 19 A' 26. 2B 14': 6'4r B-4' T.�' T4i 19S 2S1 25 C 1241 8 5 6 S-9' 6-8' 6'-10r.1T -10' 29 .2S- 25 C 1S4r 6 T ' 30 '.25. C 8-1' 23 16 A 9'�' 25 1'9 C C E 3 CLOVE STEEL 0.04r ' 5-10' 6'-10". T4 18•-9' 25 25 C LINEAR INTERPOLATION FOR ALL CA CULATION® S IS ALLOW 9' C-11- S -r . 5'-11' C-1' 16'-.10' 29 26 D 29 8' C 60 S3' 23 17 A 8 4i" 25 20 C 3 t33 SOUARESTCOLUMN 16'. S3' 51- 6'-T 18-r 26 26' C 10 ; 4-T . S -4r 54r' 15-11' 28 26 D C 9 4 S 7-10' WAr w_T 4 -T 23 17 A 8 -1' 25 21 C IT. S4r S -r V_(r 6-r 1T -T 25 25. C 10 11' 8'-10' 1173 4'-1 r': S-0' 1s3' 28. 27 D 6 . 10 N T4r 23 20 C ' - 18' : 4'4r 4-11' r -w 94(r 1T-1' -:26 26.. C 1z. W -W 193' c -w 4•-T 14'-T' 28 28 D 25 'r 1441 28 23 J Pr SQUARE STEEL COLUMN 12-0r T 22 21 c 17 4'43' S-6' T -W 1644 26 26 C 76-4' 13 S4r 14'-T'26 28 14'4r 28 26 b S 13- 10' 27. 23 T -r 23 75 A 10-4' '26 17 A' 13 6'43' 20'. S-1' : S-' 16--r 27 2T C . vr4r 14' 28 C 9 13'x' 28 28 D ' 17-4' 6 24 4i 5-11' 22 15 A 9-r Z5 16 C T-4' 243' 21'. 4'-10' S4r _ 19-10' 26 '2& C c 15 10 13-0' 29 ' 29 D -- E ` T = ELKHART• IN 46514 4'-11' 22 16 A 8'S 25 19 C 29 29 27 4.r 4'-9' ' . 19-V '27 .. 27 C . `. 16 17.6' 27 77-T 30 . . 3o' D .. 8 ICBO ES EVALUATION REPORT ER -2621P ' 1a T -r 5'4' T-9' .23:. 18 C ' 29 1 90 MPH 10 OR LESS 1T _ 17-1' 27 1 26 1 173' 30 .30. E 9 :. c:. -`.r: -;iv • T3' 23 19 C 10' 4'.. '21'-1' 2z4r 2S>T 2S•3' 1S FOOTER SRE AND COLUMN TYPE FOR 11'-11 - 30 29' E 10 T-10' 23 .20 C ' S . . 16 -10' 1 T -T 20d' 21--W 19' 11'-T 30 30 E 30 4' ' 64i 23. 21 C V 14'71' w -w 1 T4r i T� 27 111-r 30 30' E S SHEET 6 OF 8 DATE: 2 II 2000 _ 6 -r 23 15 A 9 -S 25 16 C . T. 17-1'. 1z -T 14'-T 15-0' 2z-2' '29 24 C 21' 11'4r .. 30 . E g 4'-11' 22 15 A 8'S' 25 1it.6 C 10-T' 11'4Y' 1zA'. 13-1': ':.27-:V. .23 24. C .2z 10•-9' 30 .30 30 E T T-8" 23 17 C 9 9-4' w4:.'11'-4' , '11'-8' : 19-T 28 25 .. C ZS 4 8 -11' 9-4' 1C-10' . 11'-1' 8' ` . : T-1' 23 18' C 10 8'6'.' 8-90'.. .103'' 10". .26 C 183'' `2a:8' S T -r' TS' a 8'-11.' 40 4' 643' 23': 19 C' 11' ' .: T43'. r : .8'4r . 9 -4' '.. 94i . 1 T43' 27 25 C 6° 4-11' 6'-3' T3•' r -s S 4-0. 22 14 A 8-r 25 16 C tr T-0'. ; Tom' 6 4i.. '' 8'43' 16'-11'. 27 26 ' C T S-1' S-4' ' ." Ca -2' 6'-4' 30 25 C 6 Tom'• 23 15' C w. 13 6'4i 6.9r T-10 ' a-1' 163'. 27 27 .. C q . 4'6 4-d' S4; ' S -T .19'-Y 1T-10'' 29 . 25 C 60 4' 3-1' 6-r 23 17 C 14' 6'4T ? ° 9-4*.. Tei' ' T4i . ' 194r 27 27 C 9 4'-10' . 4'-11' 16-10` : 29 26 D_ S. 22 74 - A 6-2' 23 . .' 15 C 1 S S -T-17: T4' : 1 S -r 27 27 C 10 15-11' . 28 26 DI S=T 22 15 ARt F d C f CLEARSPANS FOR 3 X 8 RAFTER ' ' LIVE 16 S3' S6. 6$ 6'=T14'4r OVER 28 28 C HANG 11' 0.036 23'-4' 17'4r 1S -r ' 28 - 27 .D 0.036 ' 14'6 IT. S'4r F -r 6-4r . 6'-r . 14'3- . '28 2E c 26 17 iT-T V-10' 30 0.036 14 -T 28. .. 28 D ..1 g -T VA' 40 0.036K 5-10' s-8' : 5 -It 13-10' :28 28- C 0.036 17 4'-11' 0.042 T-8' 14.4r 28 . 28,: D 19 14'-6. 4• SS' S43' :: 13 26 . 28 c C r ' 11 ` , 14'' 16 -T 5'6 t34i 28 28 D 27 C 15' 13 29' 29: C E 1S STRUCTURES AND INTERMFDNTE COLUMNS FOR 0'-1' 13'- ' 29 z D 21' .... 6'41 6-T cr TA r. ' . 17:Sr .: 29 29 C 16 13-70' 30 1 r -T 30 '[24. .3 0 D 27 �F. C{•il� `v 4•-S ' 4-9'' 176' 29 29 c a -r 1T 27. 27 C 40 12'.3'30. _.30 5-11' E 70 NF"17 OR LESS 1a 11•-11' 30 -_ .' E 10 Ir 21'-1' 274r 2S -T . ' 26 -r 28 2E C 30 Ar T6T-10" .' Ste' ' 9 =T 9'-4' COLUMNSCiiEDULE MAX S 16'-1cr 1T -T 20'41 21"4r 19 443' S V_W 6'-3' . ' ' T3` 28 C' 6' 6 14-1' lr_r 1T4T: COL FORATTACHED lATi10E COLUMN E 6-T MAX COLUMN LENGTH 2O S-1' S 13-11' T - 17-1' 17-T 14'-7- 1S-0" 23'-T. 27 23 C T 4'4i9 2' Ste' 183' 30 25 D S • 10-T 11'-0 X17.9" 13'-1` , 27-1' 27. .24 C 26 8' It 4'-6:: ' . 44r 1T3' 29 25 . D 24 E A 0.024' x 3 • SQUARE ALUM COLUMN 11' 6- 11'-W : 20-10' . 27 24.' C 916 f4 r. -r 4r -10' 29 26 E 10 8'-5' ' '. 8'-10' 10'3' iw-w 19 -sr 26' .24 C 0.032"x 1 117 SQUARE ALUM i10 H 12 MAX COLUMN LENGTH 16'.3' 29.: 27 E 11' T4r 94r 9-4' 943 18'-10'. . 26 25 C 11' 15'3' 28 25 15'43' 28 27. E. CLEARSPANS FOR 3 X 8 RAFTER ' ' LIVE PANEL 24'.O.C_ . LOAD S' 70x90 OVER (PS9 OM.MPH MPH HANG 10 0.036 23'-4' 17'4r 0.042 2T=r. 4-7- 20: 0.036 ' 14'6 9,61 0.042 19'-10' 9-11' 25 0.036 11'4r T -T ' 26 0.042 iT-T V-10' 30 0.036 9-9' V-11' 0.042 ..1 g -T VA' 40 0.036K 5-10' 64r r 0.042Tor 9�' 4'43 60 0.036 N/A 4'-11' 0.042 T-8' 5'-9' CLEARSPANS FOR 2 X 6 RAFTER LIVE PANEL 24- O.C. LOAD.. Y 70%. ' OVER s 26 MPH HANG 10.. 0.024 13'-T 63' 0.032 1a-1' 9'4r .20 0.024 9-10' 4'-11' 0.032 13'-r 6=T 25 0.024 a-10' 4'-5' 26 0.032 11'-9' F-10' 30 0.024 T -W T-10' 0.032 17-9' S-4' 40 0.024 5-10' 7-11' r 0.032 9�' 4'43 60 0.024 N/A WA 0.032 T-8' 3 ICI 13 . 66 V_r T-10' C-1' lr-4 . '26 26 C 13' 14'-10' co 29 Zo 29 t I AHI.t 4J TABLE 4.5 \\ T 3 - 3( gn T 14' 6'4r 6-4' 7-4' T4r l V4r 26 26 C 14' E'- FOR 10 PSF DOUBLE RAFTERS MAY BE USED 48' O.C. Ji> r 1S S 5-10' 14'-6. 29 29 E COLUMN SCHEDULE FOR FREESTANDING C r ' 11 ` , 16 -T 5'6 8'-10' T-0" 16'-Y 27 27 C 15' 14-r 30 30 E STRUCTURES AND INTERMFDNTE COLUMNS FOR t t��C`` / 6'41 6-T 15'-T 27 27 C 16 13-70' 30 30 ' ' . E �F. C{•il� `v 1T 54r _(r 5-r 6-C. a -r 1s-1' 27. 27 C 40 'r 5'-B- 5-11' V-10' Tor MULTISPAN STRUCTURES -_ 18 443' 4'-11' Ste' 5-1� 14'4r 28 2E C S 4'41 4'-9" .' Ste' ' 5'-d' COLUMNSCiiEDULE MAX COLUMN WnES 19 443' 6-51 Sr6' 14-4" 26 28 C' 6' _. COL FORATTACHED lATi10E COLUMN E 6-T MAX COLUMN LENGTH 2O S-1' S 13-11' : 2T 27 C T 4=T 4!4' PAno STRUCTURES HGHT F 11' MAX COLUMN LENGTH 21: 4-1 S4r 13-T 28 26 C" It 16'-T. 29 . 24 E A 0.024' x 3 • SQUARE ALUM COLUMN 11' 6- G 1T MAX COLt1MN LENGTH "''� • : !s 27 f4 r. -r 4r 133' 26 28 C 15-10' 28 . 24 e B 0.032"x 1 117 SQUARE ALUM H 12 MAX COLUMN LENGTH 90 MF" -W ... 17 OR. LLSS 1 1 9 101 15'3' 28 25 E SCROIl COWMN *-Cr TABLE 4.6 10 C ' 21-1' 2r4r 2S -T 26'3 , : - 14'4Nr 2a 26 E B 0.02T x S SQUARE ALUM COLUMN 1 t �' ALL COLUMNS MAY 8E REPLACEfl. VIRTFI A STRONGER COLUMN _ S 18':10' 1T -T 20' S' 21" Or 12 IT -11(r. 26 27. .27 27 _ - . E,. C 0.04U' x 7 CLOVERLEAF 174r _ A' MAY 8E REPLACED VU/ BJ _.. _ � S 14 -Y 14=8". 1242 1T 13 1343' 26. 2B D FLUTED. COLUMN ALUM& O.OIIr 1241 'B' MAY BE REPLACED WI C -J• ETC_ T .1z -T 14'-T 1S4r 19-1' 30 '.25. C 14' C E 3 CLOVE STEEL 0.04r ' t?d. LINEAR INTERPOLATION FOR ALL CA CULATION® S IS ALLOW ' 8 .17-1' 10-T 11 -0r 12'A' 13-r 1T -1o'. 29 25 C 60 1T-2 28 28 E F 3 t33 SOUARESTCOLUMN 94r 11'-4' 11'3' 16'-10' . 29 26, C 4 S 7-10' WAr w_T 4'-9' o C SQUARE S EELCOLUMN . t7� J - 10 8'41 8'-10' 1173 . 104' 15-11' . 28 26 C 6 N S SQUARE SiEEL COLUMN ' - 11' 7'-6' W -W 193' 28 27 C T 1441 28 23 J Pr SQUARE STEEL COLUMN 12-0r �AiilerJ i11LLg :'; 17 Tor 76-4' 6'41' S4r 14'-T'26 28 C 8 13- 10' 27. 23 E - --- st>II.nav� Psonvcts, iia =�=w : 13 6'43' 6'43^ r-10'. B-1' vr4r 26 28 C 9 17-4' 27 24 E 1140'ALL PRO DRIVE _::rsF: ^: 14' 6'4r V-4*. T-4' 243' 13.8" 28 28 c 10 1z-10' 27 25 -- E ` = ELKHART• IN 46514 is S -T 5-10' V_Icr T-cr 134r 29 29 c 11' 17.6' 27 26 E ICBO ES EVALUATION REPORT ER -2621P ' 1a T -r 5'4' e -W W -T 17-T 29 1 29 1 1 17 _ 17-1' 27 1 26 1 . E HEADER SPARS. COLUMN SPACING. :. c:. -`.r: -;iv • FOOTER SRE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES SHEET 6 OF 8 DATE: 2 II 2000 _ _ 5.0 FREESTANDING AND ATTACHED LATTICE COMMEkdAi L STRUCTURES LIVE TRIG r c BEAM HBADER: COLUMN.HEIGIiT LIVE TRIG. :.: r c BEAM HEADBB LOAD WIDTH ' OR MULTtSPAN LOAD WIDTH MAX. : OONISTRAINED FOOTER S>ZFS ... ' . ; .MAX CONSTRAIMID FOOTER.SQES . ' WA COLUMN FRIEESIANDING... :. ATTACHED Ir -7' '25' STEEL T SQUARE STCOLUMN COLUMN FRE£3TANDING ATFACHED • tE� SPACING FOOiEi1T FTR. MIN , t6'-0. ' . .:. , :: .... SPACING ' ;FOOTER.W-04 V FiR ' • .MIN ' .00LUI+WHEIGHTS... COLU1AlJilE]GITTS 44 0.032-1 ,. 4'43"' 60 0.024_ WA W-11' 1d COI 3-10' 6 T T_ _V. . 6 .6 T T yr...' 1..:.. :. S; . 8'' T TYPE 70 MPH EXPOSURE. B' 90 MPH EXPOSURE:C T 20 4'-:. .31'9*:.: 27 . 29 3233 8' 21 ' D 25 ,4:. .25-10' 34'. 36 . 39.. • 41 ?3 D .1 S S 2941 27. 29:" 31 33' 22: .. D'. V. 9' S Z31' 33' 35' 38:. ..'40' 24 D. 9 6' 2143"'. ', 27 28. 31. 32":' .�23 D 10' 10' 6'' 21'A.. 33 . .35 37...: 39 25 D 11' T 28'-4' 27 28'- 31'' .32 24 . E 12' 21' 11' .11' 32 34.. 37'. 38 26 p 11' Ir '253' " 26' IS.'. . 30. 31 251 , . E. 1z: 1z .9'.: IV -.W 32'*. .34 37 38. 27 E -.13' 9 . 24'3'^' 26 2.8 3Q . 31 26 E 14' 14' V. 1T-2" 31 33 36 37 27, E 15 10 23r- 26. 27 29.' 31 .26 :. - E 28'• 14'` 10 ' . :16-4' 31 ': 33 36' 37 28 E 70 MPH EXPOSURE C 70 & 9D MPH EXPOSURE .16 B 170 MPH EXPOSURE C 20 4' 31W 32 334 36 38 21 D- 30 4. 2T-9' 30 32 35 37 23 D -1T S 294; . 31 '..33' 36 37 22 D 18' 18' S 2543' .30 32 34 36 25 E 19 8' 2143'.. 30. 32 35 37. '23 D 36 16. 6 24-3' 30 32: ' :. 34 ' 36 25 E 19.. T . 25-8' . '.30 .32 34.. :36. 24 E 20' 20' T 234( 29 31 34. 35 27 E 21' 8' 24'4(. 29 31 34 35 24 E .2Z 2z 8' - 27-(r. 29`. 31 ". .33 - t: 35 27 E 42* 9' 2Z -W 29' .. '; 31 34' 35. . 25 E ' 9 ' : ..'21'-2- 29 31. -33.., 35 28 E 10 2T46 . . 29 . ' ' 31'. . 33. 35 :25. E 10. 2a' '...:: . 29 ..' 31 : - " .33 . 35 . 29 E 90 MPH EXPOSURE B 90 MPH EXPOSURE C 20 .4' 31'43" .-31. 33 . 36 :W 24 D 30' 4' 25-10' '34 . -36 39.41.- 23 D S 293' :. 31 33' .35 37 26 D S 23'-1' 33. 35 -.38. :: .40 24 E 6 ' 2143'... ..30 32 35' .36. -27 D 6. .:' 21'-1' 33 ' 35' 38. .. 40 -25 E T .26'-1'. 30-. 32 _35. 36 28: E T-- -'.19-417 :`:32 34 37'. .38 26 E 8' .24W.: ':30:. : 32 . .34: 36. ..29 . E 8' 18'3' ` 34 . . ' 37..' 38 27 - E 9 23'47r : .,.29 -. 31 33 35"` 29. E- 9 1T-2'. ...32- :.31 33: 36, 37 - .27 E -10► `' 2V --G' 29':- : 30 33 34 .. 29 E 10 164' V 31 33 36'. .- .:37 .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-' . 30'; 32 .....34, 36 23 E S 23-1' .3 3 33 . 35 38 : 40 24 D 29 31 34' 35 . 24 E 6 21'-1' -:33 .. 35 37 39 25. D - 6 .. ': 274(. ` 29-.: 31 33' ; 35' 25 E T -.1941 .. 32 34 37 . 38 26' ... D T : 217-11" 29:.. -31 33-. ' 35 26 E 8' 164'. _'32 34 37 _ 38 27 D: 8' : ._ 20x4(: .28 30 .:..32 34 26 E 9 1T -Y 31: ' 33' 36 37 27 D 9 19-2' ::.28 30 32. 34 27 E. 10r 164' 31 33 36 37 28' D. 10r -.:18'-2' 28 30 ' 32 . ' 34 28 E. 70 & 90 MPH EXPOSURE B 90 MPH. EXPOSURE.0 - 25 W 2946".. '. 31 33 35 37 24. D 40.. 4' 253' 34 36 :..39 .41 23 E .57 2T-4' 30 32: 35 36 25 D 9 . 23-1' 33. 35. 38 40 24 E 6 2543": 30 32 .34 ' 36 26 . E 6. 21'-1' 33: 35 37 39 25 E T 24•-6' 30' 32 34 :36 27 E r, 19-6' 32, 34. 37.. 38 26 E 8' 2345 29. 31 . - . 33 • 35 .-29., E 8' 18'3' . ' : 32 _34. 37 38 27 E 9 2Z- 29 31 33 . 35' 291', ' ''E . 9 1T-2' 31 -..:33. 36.. 27 E 10' 21'4x:. 29' :: 30 33 ' 34 29. E . 10'_ ..16-4'. 31 : _-:33'j '36,.: .37. 37 28 1 E 70 MPH EXPOSURE C 70 & 90 PH EXPOSURE. 'B AND C 25. 4' 29-6'. - 31 33 36 37 21 D 60. ,V :2z4( -33- ::. 35 - " 37 39 22 E S ZT-4' ;:30 32 35 37 22 D 5' 20'S 33 35 ' : : '. 37.. 39 .24 E 6 2543' 30 32 34 36 22 E 6 193' 32 34: 37 • 38 24 E T '24'-.6' 30 32 34 36 23 E T .1 T-10' . 31. 33 :. '36 37 25 E 8' ' . 23'-b` .29 31 34 35 _ 24.' E I3' 1643" 31- . 33 36 . 37 26 E 9 27-6- 29 31 34 35 . 25 E 9 15-9" 30 32 35.' 36 26 E 10 21'46 29 31 34 1 .35 25. 1 E . 10 14'-11' 30'T ' 32 v. 35 1 36 26 1 E COL COLUMN DESCRWTIOH MAXIMUM COLUMN.HEIGIiT SINGLE FREESTANDING LOAD . OR . FALL COLUMNS SEE SPAN ' OR MULTtSPAN E .OET71l.S 1C V MID W - ATFACHED ATTACHED _ O f LUYED CO UMI MARL 0.062 . lz4r WA E T'CLOVERLEAF STEEL o o46' 1z4r Ir -7' '25' STEEL T SQUARE STCOLUMN 16'-0'11-0'6 4,�r O C SQUARE STEEL COLUMN tE� 19-Q . H: SSQUARE STEEL COLUMN :' 143' ..': t6'-0. J S SQUARE SnMX COLUMN ttT-0- 76'-tr IAt S2 24'0.Q Z'W RAFTER CLEARSPANS ..: MAX ROOF HEIGHT.16 LiVE PANEL. EXPOSURES MAX LOAD . T " . S AND c '. , OVER E I 70A W MPH- HANG 20 0.024 8=10' W -W 36 0:032 13:2"'. 9'-11` '25' 0.024. ' :.8'-10r . 4,�r 39 0.032.11'43' .:.510' V-10' 30 0.024 :' 143' ..': 3-10'. 4. 0.032. 1043' 6-4r 40 0.024 5-10" z-11' 44 0.032-1 9-4' . 4'43"' 60 0.024_ WA W-11' 0.032 T-8" 3-10' 1MmL .a_a 24' O.C. 3*W RAFTER CLEARSPANS MAX ROOF FIEIGH1+18' STRAINED PANEL EXPOSURES .4pAX . 'Y' . BAND C - . OVER E I 70 & 90 MPH HANG 35. 0.036. 14.'4x' - W -W 36 0.042 19-10" 9'-11` 38 0.036.'. 11'4,r T -T 39 0.042' 1143" V-10' 30 0.036. 91-T. 5-11" 4. 0.042 15-T 8'-1; 40 .0.036 r4" .. .: 6-0" 44 0.042 11'_9' T-0' 60 0.036. 4'=11' . W-11' 0.042 _ - . 7'-10' -5-9"•' TABLE 5.4 EQUIVALENT FOOTERS'd' OM TRIBUTARY WIDTHS Fq FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GAIEN. '.PROJECTION AND OVERHANG . PkOUNDED UP) STRAINED STRAINED ..TS2: 18-: ..18 . 19 .20. (Fn' 33' 20' -22 .28. 35. 21. 23 ' 29. 36 22 24 - 30 38 23 26 '27.. 31 39 24 4' 5 TRIBUTARY WIDTHS Fq FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GAIEN. '.PROJECTION AND OVERHANG . PkOUNDED UP) PROJ. ' ; ..TS2: OVERHANG (FT) . ELKHART IN 46514 (Fn' 33' ICRO ES EVALUATION REPORT ER -2621P .28. 35. 29. 36 TABLE 5.5 FREESTANDING AND ATTACHED 30 38 COMMERCIAL LATUCE STRUCTURES 31 39 4'.. 4' 5 S S. 5' 33 4. S' 5' ' S' S' 6' 6 35 44 S S 6 6 6 T T_ _V. . 6 .6 T T T T 1z . 6. T T. T T 8' 8' 13T ' T T 8' 14'._.. 7• V fr 8' fr. 9 9 .1 S 8' . S 8' 9 9. 9 9 .16 V. 9' 9 9 9 10. 10' 9 10' 10 10 10' '18'.. 9 10: 10r 10' 10' 11' 11• 19 10" 10 10' 11' 11' 11' 11'. 11' 11' 1z 12' 21' 11' .11' 11, 17. 1z, ' 1z 17. 22'.' 11' 1z 17 12'17 IT 13' 23'' 1z 1z: 1z 13 IT 13' 13' 24' 1z 13' 13 -.13' 13 14` 14'. 26' ' .13!.. 17. 13 14' 14' 14' 14' 26! 13�' : . 14' 14'. 14' 14' 15 15 -2r'. 14' - ' 14'' 14' 15' .16 . 15 IS 28'• 14'` 16 15' 15 15 16 15 15'-. 16 16 16 .16 `39 15.' 16... 16 16 16 1T 1T 31' 16 16 16 1T 1T 1T 1T 3z . 16 1T -1T -1T 1T 18' 18' 33`: 17' - 1 T. 1 T 18 18' 18' 18' 18' 18° 19 19 35 18'. 18' 18' 19 19 19 19 36 16. IV' 19 19 19 20 20' 3T 19 19.. 19, 20' 20' 20' 20' 38' .19: 20' 20' 20' 2(Y 21' 21' :'3g ' 2(Y'.- 20 - 20 21' 21' 21' 21' 40' ' 2C r 21' 21' 21' 21' .2Z 2z .41•:. 2i• 2T 21' 27 22' 2z 22' 42* 21' 2z 27 1 2z 22' _ 23' 1 23' 36 46. 37 T 38 48 GENERAL METHOD FOR USING THESE TABLES 1 _CHOOSE FREESTANDING OR ATTACHED. CDMMERCLAL OR PATIO LATTKE STRUCTURE 2 DETE)RMINE.PR jEcTi )K WIDTH, OVER ANG. WIND LOAD AND LJVE LOAD. 3 FIND -TRIBUTARY WIQTN FROM TABLE 5.6 AND DRAWING WMCM L 4 CHOOSEARA071ER FROMTABLES 4.3.4.3i 5.3 OR 5.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS 5 CHOOSE A HEADER FROM TABLES 4.1.4.2 OR 52 THAT HAS ADEQUATE COLUMN SPACING. 6 USE.THE FoanSR'STZE SHOWN. 7 USE THE COLUMN SHOWN FOR SINGLE SPAN ATTACHED PATIO. . LOOK AT'THETABLES PROVIDED FOR ALL OTHERS 8 FIND THE APPROPRIATE DETAILS IN THECCWNECTION DETAILS SHEET s. FOR CONCRETE PATiO SLABS FOLLOW 1-4 ABOVE 5 FIND THE MA7QI4UM COLUMN SPACING ON SLAB FROM THE DESS COLUMN'HDGHT 6 CHOOSE A H&MY R FROM TABLE 4.1 OR 4.2 THAT CAN SPAN THAT DISTANCE FOR THAT TRS WQTH AND WE AND WIND LOAD 7 FIND THE APPROPRIATE DETAILS IN THE `COWECTTON DETAILS SHEETS I ACLr- o.b MAR 3 20p -q r UN1Y ._vise ®N. + - Vl=n 2 0 +iVIL = '-• moi`. 25 2s ' INS 26. 31 ELKHART IN 46514 27 33' ICRO ES EVALUATION REPORT ER -2621P .28. 35. 29. 36 TABLE 5.5 FREESTANDING AND ATTACHED 30 38 COMMERCIAL LATUCE STRUCTURES 31 39 32 40. 33 41 . 34 43 .. 35 44 36 46. 37 T 38 48 GENERAL METHOD FOR USING THESE TABLES 1 _CHOOSE FREESTANDING OR ATTACHED. CDMMERCLAL OR PATIO LATTKE STRUCTURE 2 DETE)RMINE.PR jEcTi )K WIDTH, OVER ANG. WIND LOAD AND LJVE LOAD. 3 FIND -TRIBUTARY WIQTN FROM TABLE 5.6 AND DRAWING WMCM L 4 CHOOSEARA071ER FROMTABLES 4.3.4.3i 5.3 OR 5.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS 5 CHOOSE A HEADER FROM TABLES 4.1.4.2 OR 52 THAT HAS ADEQUATE COLUMN SPACING. 6 USE.THE FoanSR'STZE SHOWN. 7 USE THE COLUMN SHOWN FOR SINGLE SPAN ATTACHED PATIO. . LOOK AT'THETABLES PROVIDED FOR ALL OTHERS 8 FIND THE APPROPRIATE DETAILS IN THECCWNECTION DETAILS SHEET s. FOR CONCRETE PATiO SLABS FOLLOW 1-4 ABOVE 5 FIND THE MA7QI4UM COLUMN SPACING ON SLAB FROM THE DESS COLUMN'HDGHT 6 CHOOSE A H&MY R FROM TABLE 4.1 OR 4.2 THAT CAN SPAN THAT DISTANCE FOR THAT TRS WQTH AND WE AND WIND LOAD 7 FIND THE APPROPRIATE DETAILS IN THE `COWECTTON DETAILS SHEETS I ACLr- o.b MAR 3 20p -q r UN1Y ._vise ®N. + - Vl=n 2 0 +iVIL = '-• moi`. INS 114�O�G PRO DRIV ELKHART IN 46514 ICRO ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING. 'FOOTER SIZE AND COLUMN TYPE POR FREESTANDING AND ATTACHED COMMERCIAL LATUCE STRUCTURES SHEET � of 6 DATE: 2 e z000 6.0 COLUMN AND FASTENER -REQUIREMENTS FOR COMMERCIAL'AND PA-no'STRUCTURF& bpecov Tabb fiX Remired Numbet of Fasteners for Sheark zLliads mukkaw Dy.Trbwkfth. for - AkUninurn Material C%IW (in) Sted Gve Qn) COLUMN TYPE COLUMN DESCRIPTIONS Solid Cover COL, HGHT Attached 0.024* x 3" SQUARE ALUM COLUMN F i(T-T A2 0.024- x 3". SQUARE ALUM COLUMN tributary" Tributary CONCRETE. omrx 1 irr SQUARE ALUM E. N Load (pst) (PSF) SCROLL COLUMN -:5mg. Area: ft 4' 10 ::.20 21S 30 :'40 eo. 1Z -(r D FLUTED COLUMN ALUM. 0.06-r Al ..'Al Al Al - A2':' C F X SQUARE STEEL COLUMN 20 Al Al • Al. A2 C C". w' 5" SQUARE STEEL COLUMN 3V-,: 18'-0" &-(T ..Al. W SQUARE STEEL COLUMN A2 .13 14. -'.C: 2 1 29 :AI A2 B C. .-C., 16" Irr 55" 14-: Al B C C. C .1D Yti 62 40 Al C C C C'' E: 1' 3 1 1 2. 298 19 178*."- '2* 1 .77 w. Al C C C b E 214 - 403. 55 A2. C C: C D E. 22. 92 so A2 C C D 1 1 1 'loom.65 1 A2 C C D E 2 1 105 68 B C D D E* E 2 108 70 C C D D E -E' 3 116 .75 C C D E E E- 2 123. go . C C D E E E 2. 138 . 90 C D E E E E'. 2 164 100 C 0 E E- E' V 3 .185 120 C E E E E. .5. 5- Z' .2 215. 140 C E E E E Slab -.'75D 246 ISO D. E 2 E F G. 1 277. . 180 D E .1E E E F G 1 308 200 D E E F F 4 2 338 220 E EE 28 F F G .5 395 260 E E F F G G 8. �492 5 E F F G G G.: 30 615 .320 400 E F G G G H 5 692 450 E G G G G H- 5 768 .50 E G G G G H 6 9" '600 F G G G H wa, 5 "4 8 7 Tabie 6.1 6 2 6 2 34- 1710�'- n1a: 5,'. .4- 8 7 3 MAX 2 6 2 COLUMN TYPE COLUMN DESCRIPTIONS DETAIL COL, HGHT Al 0.024* x 3" SQUARE ALUM COLUMN F i(T-T A2 0.024- x 3". SQUARE ALUM COLUMN F fr-(T. CONCRETE. omrx 1 irr SQUARE ALUM E. N fr-(T.* (PSF) SCROLL COLUMN -:5mg. ...414 B- 0.027' x X SQUARE ALUM COLUMN F 11'-4* C 3* CLOVERLEAF ALUM. 0.040' K 1Z -(r D FLUTED COLUMN ALUM. 0.06-r U iz-& E X CLOVERLEAF STEEL 0.048" K 17 F X SQUARE STEEL COLUMN x lEr-(r G 4r.SQUARE STEEL COLUMN x I&-cr. H. 5" SQUARE STEEL COLUMN x 18'-0" &-(T J W SQUARE STEEL COLUMN x Ill &-(r i avie o -z #14 SMS = #14 shed metal 'or Tek sdw. 314" minimum length 5fl W B = 5116* Diameter Bolt 'See General Notes for specificsOn fatsteners walto'ttiefir!Strow of'cdumns.,- Hall. Kwik Boa it ix diameter and z* entedrn6rit ICBO ER -4627 0i adver anchor w/ 5 M-# shear vs wind . and seismic loads. Masonry anchors must have a shear wah'ie.of 2500 for wind or seismic loads., 114* Lag 'screws must have 21/4' of penetration into skids. These lag screwsust have an IW Bead hole. 10 Psf evakiated at 9D mph wind load (15 psf) AD other Table 6.,t Renuired Number ofFasteners for Tension Loads. Akank.tum .0.024 4 O/C OXW6­ . 0040 . -00W -.0 .OW 0 De C1045 LOAD CONCRETE. #14- . FOR #10 x Z' (FT) (PSF) :#14 -:5mg. ...414 -`,Snel Design' shn'. ::Ul*...- SMS,.•IOLY-90LT- 27 SAS:BOLT ­ -SMS BOLT .11, BOLT d(1n) 17 223 246: 75 12- IM- 203 1380.. 12' 75 f W.. V . 14 Er la .119 14. 2 1 1 1 1.47.. 1.51 1 2 16" Irr 14-: 16:' 1 2. 1 2- .-214 17"' 1. 3 1 1 2- 254 18 1' 3 1 1 2. 298 19 178*."- '2* 1 1 2- .348.. 20 1 .4 1 17-. 214 - 403. 21 2 5 1: -.1 3 463 22. 2 5 1 1 2` 2 1 1 1 :,J: . 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 2 1 4 2 1 3 2 1- 2 1 2. 1 23' Mg.'. .4 2 3 3 1- 2 1 2 1 24':. -.602 .1296 2:. 3 3 1 3, 1.: ,3 I 25- IMO. .5. 5- Z' .2 4 3 2 3 1 3- - I Slab -.'75D .6 -2 2 4:., 4 2 .3 1 3. 1 ..26. 765" 6 2-:.. -.2 4' 4 .2 3 1 -3 n/a .2796'- -& - 6:.- nfa 4 4 2 3 1 3 1 28 SM: . '7. ,3 2 .5 4 2 4 '2 4- I .29 A061::- 8. 3'..' :3 5 5 2 4 2 41- 5 30 1175-' 8... 4-,. 3; 6 5 2' S.- 2 5 43.- .31: 1206; 9i 4 . 3 6 63 44 5 2 5, 1 .32: 1426"�- ''Na 4' .`3. .7. 6 3 5. 2 .5 2 33 7 wa, 5 "4 8 7 3* 6 2 6 2 34- 1710�'- n1a: 5,'. .4- 8 7 3 6 2 6 2 .35 .1866. n/a 5: - 4 9 8 3, 7 2, 7 2 .....36 . 203 0* nfa 6 4 n/a 9 4 7 3 7 --.37. ..2204 .,n/a t -.5 rVa 9 4 .8 3., 8 2 38 2396 n/a 7: 5' 6/a n/a .4 9 3 9 2 39 2551.*. nta..-,, 7` 6 nfa n/a 5 9 3 9 2- 40 n/a .-8,. 6. n/a n/a 5 n/a 3 n/a 3 .41 -2396' n/a a 6 n/a n/a 5 nfa 4' nfa 3 42.- 3224 n/a 9 7; n/a n/A 6 n/a 4 n/a 3 ..43 .3459-, n/ii nfa; .7 n/a n/a* 6 nfa 4' n/a 3 44' ...37W n/a nfa' 8. rtfai n/a 6 nfa' 4 -'.nfa 3 45. 336�* nla.'- _8 nfh, 8.- nfa Na7: n/a 5: N4 3 .46 4235 n/a nfa- 9 n/a n/a 7 nfa 5 n/a* 4. 47. X518 n&. nfa_' 9 n/a n/a 8 nfa -5 nfa 4 48 !.4812 nta nfa n/a rith nfa 8 n/a 6 'nfa 4 49. 5119. n/a nfa n/a n/a n/a 8 nfa 6 nfa 4 50 5439 n1a a. n1a, n/a nM 9 nM 6 nfa 4 #14 SMS = #14 shed metal 'or Tek sdw. 314" minimum length 5fl W B = 5116* Diameter Bolt 'See General Notes for specificsOn fatsteners walto'ttiefir!Strow of'cdumns.,- Hall. Kwik Boa it ix diameter and z* entedrn6rit ICBO ER -4627 0i adver anchor w/ 5 M-# shear vs wind . and seismic loads. Masonry anchors must have a shear wah'ie.of 2500 for wind or seismic loads., 114* Lag 'screws must have 21/4' of penetration into skids. These lag screwsust have an IW Bead hole. 10 Psf evakiated at 9D mph wind load (15 psf) AD other Table 6.,t Renuired Number ofFasteners for Tension Loads. ANG I ANC -2' ANC 3 - Akank.tum Gage (n). O/C CLEAR LIVE 0.0* 0.062-- 0.060,- 0.099 0.100 LOAD CONCRETE. MASONRY . FOR #10 x Z' (FT) (PSF) #14 Design Foden BOLT '.�'SAAS....-POLT. 10 , BOLT :SMS 'Updft 27 .425 24*. 16*. ir .11, me)- - -d (in 17 .188. 75 12- :A 1 95 3D 2- 14 Er la .119 14. 2 1 1 1 1.47.. 1.51 1 2 16" Irr 178 16:' 1 2. 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 6 1. 1 4 602.- 24*.' 2 6 1 1 4. -680 ..25 2 .7 -:2 1 ..5 .750 Stab._ 2. 7 2 15 765 26 3 8 2 1 5 856 27 3, 9 2 1 6 .955 28' 3 n/a -2'. 2.. 6 1061 29 3 n/a :.2 2. 7 .1175, 30 4 nfa 2 2 7 - .1296 31 .4 n/a 3 2 8 A426 32 4. n1a -3 2 - 9 1564 33 5 nfa 3 2 n/a. .1710 34 .5 n/a 3 2- n/a. .1866 35 5 n/a 3 2 nfa 2030 .'36.' 6 n/a 4 -3 n/a .22D4 37 6 nfa 4. 3 n/a - 2388 38 7 nfa 4 :3 n/a' 2581 39 7 pia 4 3 n/a 2785 40.- 8 nfa 5 3 n/a 2999 41 8 rita 5 4 n/a 3224 42 9 nfa 5' .4 Na -3459 43.- 9 nfa 6 4 n/a .3706.- 44 n/a n/a 6 4 n/a - 45 - n/a n/a 6 5 n/a 4235 46- n/a n/a 7 5 n/a .4518 47 n/a n/a .7 5 Na 4812. 48 - nfa' n/a .8 5 n/a 5119 49 n/a nfa 8 6 n/a 5439 SO ANG I ANC -2' ANC 3 - pfresistance 'a. O/C . O/C O/C CLEAR LIVE SPACING, ..SPACING SPACING SPAN LOAD CONCRETE. MASONRY . FOR #10 x Z' (FT) (PSF) ANCHORS. ANCHORS SMS SCREWS 2 10 24 24* 16* 27 2D 24*. 16*. ir .11, 17 24* Is* it ill 3D 24* 14 Er la 14 24* 17 1 13 60 16" Irr - , iuiedior>01 aha0 be,arranged so pum the zz pfresistance 'a. ,-center line araction 4 of the bad- # OF 114' �F �rF .0 3 2000 I N � ��,\`.0- /0 6? 3 31. OF E COUNTY ;TRUCTURES 4 # OF 114' LAG SCREWS BUILDING DIVISION PER STUD APPROVED .16*0/c., -SPACING eemmx 2 BLUDMPRODUMING 1140 ALL PRO DRIVE I . 2 ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P 1 COLUMN Amo FASTENER TABLES 2 2 2 SHEET 8 Of 8 DATE. 2/8/2000 0.92' I 0.5' R 0.15' 20 3.00 .167' .167'. TYP. 6.000 6' FLAT PAN Q 6 STRUCTURAL PANEL (300671-1391 ALUM. ALLOY) -J 717- nan' .. R=.2' R=.15' .876 ...516 �-.70 TYP. -� R=.125 INSIDE OUTSIDE .W •0 �I' .-1.903 :18T .216 TYP. . �:. . T 2.464. T 2. 0 1.654 r 1.714' 876' I.. '39' 49'. .47 TVP. 1 r 1.137' g�' I1.13T R= .125' 1. R= 0.15' 12.00 _TYP. TDR -STEEL PNIEL " AST1w''A-M"timE "80"SiRLXTJRAL" QUALITY TYP. Fy= 80 KSI STEEL 18.00' now 30 GA GALV T=.0157 28 GA .GALV T=.0187 FOR STEEL PANEL- ASTM A 653 GRADE 50, SO CLASS 1 30 GA. GALV. t=0.0157' QB 12" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) © 18" STR CTURA50 KSI L PANEL (3006-1-1391 ALUM. ALLOY) QD 3 1/2" X 12" STRUCTURAL PANEL SEE DETAIL 'A' 0 RIGHT HANGER CONN. A34 CONN. ORE ��R STRUCTURAL PANEL---Ar� X � L 1 1/2' FASCIA 14.x 1 1//2' FDR. MAXIMUM -�5 0 12' O.C. OVERHANG SEE SCHEDULE 0 RIGHT ALTERNATE EAVE ATTACHMENT 9/ 7) 1 V ALTERNATE -=127 STRUCTURAL PANEL (3006-H391. ALUM. ALLOY) ADDMONAL TWO - 16d NAILS 0 EA. RAFTER 'WHEN REQUIRED m( m 1/2* FASCIA DETAIL "A" SIMPSON A34 CONNECTOR OR EQUAL. - RAFTER 6 - 110 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL • -V R= 0.22'. ' • 0.30 . � R= 020' �/ - m mtlai G�iL�i1�iT���7 C'!�EE�Hf+F1�I%�ii•h7i I R= 0.25' , 40 TYR TYP ®1®®mi�i�►�/ifiimidE7ti►�\�/�®�ii�irr�►!/ Fy= 80 KSI STEEL 18.00' now 30 GA GALV T=.0157 28 GA .GALV T=.0187 FOR STEEL PANEL- ASTM A 653 GRADE 50, SO CLASS 1 30 GA. GALV. t=0.0157' QB 12" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) © 18" STR CTURA50 KSI L PANEL (3006-1-1391 ALUM. ALLOY) QD 3 1/2" X 12" STRUCTURAL PANEL SEE DETAIL 'A' 0 RIGHT HANGER CONN. A34 CONN. ORE ��R STRUCTURAL PANEL---Ar� X � L 1 1/2' FASCIA 14.x 1 1//2' FDR. MAXIMUM -�5 0 12' O.C. OVERHANG SEE SCHEDULE 0 RIGHT ALTERNATE EAVE ATTACHMENT 9/ 7) 1 V ALTERNATE -=127 STRUCTURAL PANEL (3006-H391. ALUM. ALLOY) ADDMONAL TWO - 16d NAILS 0 EA. RAFTER 'WHEN REQUIRED m( m 1/2* FASCIA DETAIL "A" SIMPSON A34 CONNECTOR OR EQUAL. - RAFTER 6 - 110 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL • -V • �/ Qilm�l m mtlai G�iL�i1�iT���7 C'!�EE�Hf+F1�I%�ii•h7i ®1®®mi�i�►�/ifiimidE7ti►�\�/�®�ii�irr�►!/ �iTf mi mllla►�i \�/��/ m1E31iFIi►�i\�/��/ ®�i�►Si\�/��� �t+.�.�.�•��:�r.�®=,d►WA LVA 8.9r.III 911►W W5L•Are --.- .,.......vw•L- a- - IOU rvwW %F CJR.rl KAr ILK A 1.50' 0.032' 3:00' F— 3.00' — 0.024'. 0.027' OR. 0.040' TYP. O 1 1/2". SQUARE COLUMN O 3' SQUARE COLUMN (3003-1-116 ALUM. ALLOY) (3003-1-116 ALUM. ALLOY) DATE REVISION --r DATE STRUCTURAL PANELS + TYP. CONNECTION DETAILS REVISION r i Engineering SeA, e3P �.I . - 1 140 All Pro Drive Elkhart. IN 46514 KG IC80 ES EVALUATION REPORT NO. ER -2621P sr -N -F: DRAWING NONE N AAEART COMPONENT PARTS do CON NEC710N DETAILS 2/8/2000 N Ir 97CDO1 1 OF 9 COUNTY ;i..0IVISION LOVED •€ _... - • 3A 0 x ' 3 14 SNS ;._.a 1. FOR 3 1 r o.� 2 is ryx:. 5 6 0.72 :ON EACH:` SIDE' _ - -r 1S0 -:::; SIRUCNRAC - t= N PANEL: -:_ -� 2.00. ANELS .f. OF SPLICE . �:.: ... 0.036 o - - _ o 2 - FOR 212 0. �.. — PANELS r. . � • �: ,ROLL: FORKED 6: - �Y _s - :5 H FADER _ I s. 'I — �NON �•,< STRUCTURAL � s CTURAC .3.00 : ' :• , 0.9 �. - :: � .. 1.56. _ - .:.,2;50.. SIDE FASCIA 6 ' .:. - 0.28 F NOMINAL .018 0 OR 3.50 LNG SPPI ONG�-. �DW ._ IN THICKNESS. 10 "'• 0.37 t='. 0.036 ROLL. FORDED 325' A62' 1.00' 0.72 / � 1pm T PAWLS HEADER SPLICE. TI 9 0.17 FTr. . INSIDE OF HEADER -;Zl9' EACH SIDE'OF T (IN)= 0.030, 0.040' (ALUM) 1.50' PEER R�011 ANCHOR SPLICE 2:00' 2.00' 1.50' = 0.048 (STEEL) EV 7 0.16 �{�; 3 — 114 SMS COLUMNS MAY BE TRIMMED W/FLEX— ON EACH SIDE ALUM. FACING. OF SPLICE ~�.•67'. 1.660 •67' O 2-1 1/2" SQ. 'X .062" OK 3' . ALTERNATE COLUMN s 1 EXTRUDED COLUMN (3003—H16 ALUM. ALLOY OR L ROLLFORMED HANGER O (3004—H36 ALUM. ALLOY) O .` .. /2 : ROLLFORMED HEADER (ALUM. 6063—T6) A7653 Fy=40 KSI :STEEL) (3.006—H391` ALUM. ALLOY) O ROLLFORMED HEADER SPLICE (3006—H391: ALUM. ALLOY) .75' FASCIA HDR 10. SYS 0 F011.OM 2 5/16' BOLTS 6' O.C. FOR 6' PANELS 159' .O.C. FOR le PANELS .750 2 5/16' BOLTS W/ 1' DIA • x 3/32- THK. S71-WASHER BUTT Ti' 6.50' E COUNTY 1.5' 0.032' x 1 1/2' SO. ALM.UBUILDING DIVISION OR SOLID ALUM. SCROLLS 6',1f SIRUCnW PMaS APPROVED (2) - 3/8'x3 1/2' HILTI KWIK ANCHOR BOLTS p•0 ROUF•ORMED 2 5/16' BOLTS Typ. HEAM'W ® _ �= 2-n' �'— 45' 225' �-- QTTOM CONN. CHANNEL 3.00' ON ROLLFORMED 2 COLUMN CONNECTION W/ DECOR. SCROLL QO ROLLFORMED HEADER 'H' CONN.YDATE REVISION DATE' REVISION (3003—H16 ALUM. ALLOY) ��DETAILS TO STRUCTURAL. PANELS O � e '-.T X10 70 � 71 Englneering Services' O O O 6 — 14 SNS ON EACH 6.50' I Drive 5.5' SIDE OF SPLKE CENTERLINE � 31 L ���P�aIA1C Elkhart1140 . u IN Pro 46514 O f9 V1 \P KG ICBG ES EVALUATION REPORT N0. ER-2621P 5 SPLICE LINE © ROLLFORMED SPLICE CONNECTION DETAILS CALF • NONE � COMPONENT PARTS do CONNECTION DETAILS 9' 91 (3006-H391 ALUM. ALLOY) EERS STAMP 2/e/2000 97CD02 2 OF 9 - 000` FOR.WIT . 25 3. SIZE SEE'• 3.00DETAIL .S. 37' 4) . - AT LEFT.. . 2- 5/16' BOLTS' W/ 1' . DIA 0� 3.00' 3.000' .6$8 (4) x 3/32' . THK. STL WASHER : I COVER PANEL .09(4 10":R X: .7 014) 10' HIGH " T .0941.0' ALUMAx SEE TABLE A _2.25�I' { ( ) NEXT - PAGE 3.00 'I I:D. . 8.00' 0' . ! 2 5/16' BOLTS I .43714) I. 2.W ALTERNATE COLUMN CONN. � D TAIL• 'S' AT ROIT + .12EIRACKEL D, 12 GA. 8' x 3" I OR 2.90' I FOR INSTALLATION AND + .020" DP. �36. t I 3 SQ. COLUMN PROPER CONNECTIONS. x (' 062' ,RAD (20) DETAIL 'F';. 'K OR i) 1712) .187' RAD(16) 0.5" TYP: . O FLUTED- COLUMN STEEL "C"= CHANNEL HEADER QS 3" COLUMN CONNECTIONS FOR 0.3" ALTERNATE':COLUMN. CONN. BRACKETS (3" ALUM. 6063—T6) (STEEL A=653 Fy=50,000 PSI) FASCIA HEADERS (STEEL A-653. Fy.=40;000 -PSI) t' 0.062." UNLESS OTHERWISE NOTED 5.5' 1.250. SPUCE 3.000. 4.00"- .188 . 1.0" 5.00' OR 6.00" TYP. O . O.O:; 00 00 3.5' PANEL OO 00 00 00. O.C>, Y-0 O- 10.00' OVER PANEL 8.0' 3 4' BOLTS 3' 1.5" 1.25'. 3.00'. 4.00" SEE DETAIL 'A' 5:00' OR 6.00' _- SEE TABLE 'A' " AT ,RIGHT 36 OX 3" 4" 5" OR 6" 10.0' NEXT PAGE . 1 2 X 1/4- DATE 4 DETAIL 'A' STEEL COLUMN Fy=36- -KSI /" 9 /" DATE REVISION DATE REVISION 0.90' TYP. ��0 0.14 0.17 - . 'N0. 2 - EngTnserin S -a y. �. g.. .ervTces.. - TYP. 1140 All Pro -Drfv�f -• y v :,; a n""w+oi - V : STEEL C CHANNEL HEADER F"zrl, TION — 17 SJ . 3+ ''� KG ICBG :� EVALUATION REPORT` N0.' ER-2621 r v }., yY �•T. (STEEL A-653 Fy-50.000 PSI) .. -- - - ql LSP' _. .. y_s OW 10" ^ FU — E DETAIL NONE COMPONENT PARTS do CONNECTION oETAILS LL STRENGTH-.. SPLICE r F F C ASTM A 653 Fy=36 KSI EN s STAMP 97cDo3 2/8/20M, APPk f { 4.50' .t05 L!j COVER TYP• . PANEL SEE TABLE A' .110' TYP. 6.0" QZ 6" W BEAM HEADER (6061—T6 ALUM. ALLOY) 750' # 10 SMS ® 6",12" OR 9" O.C. FOR 6'.120..& .900' .291" 375 18" PANELS #10. SMS ® 12" O.C. STABILIZER CUP - SEE DETAIL 'AG'. 1 SMS 6' O.C: FOR 6' do 12' PANELS - 9' O.C. FOR 18' PANEL o_ �! #10 SMS O EACH ROOF - 1.0' P EL VALLEY 5.406" 3 1/2 /2' STRUCTURAL PANEL STRUCTURAL PAN 6", 12' OR 18' WIDE .079' .079' 2.725" 0.062' 109' 0.062" �-- 4.00' 3.00 AD ALASKAN EXTRUDED HEADER AC 5 1/2' EXTRUDED. HEADER (6061-T6 ALUM..ALLOY) (6061—T6 ALUM. ALLOY) 7.0' SEE TABLE 'A' n— n=i —;09' TYP. FULL RADIUS 1.0'. T (IN)= 0.048 AB 3" X 3" HEADER (STEEL) (A-653 Fy=40 KSI 7" X 5 ]/Z W BEAM HEADER STEEL) (6061—T6. ALUM. ALLOY) FASTENERS REQUIRED FOR PANEL TO HEADER CONNECTIONS TABLE 'A' 4 ,. MAX. WIND HEADER MAX. TRIB �•k: .ter::. NOTE'S LOAD DESCRIPTION 1.0' WIDTH SCHEDULE 90. MPH ALL FASCIA ,:. 2-#10 SMS PER COVER PANEL s STEEL CLOVER, . PANEL BEAMS, I BEAMS 12' 2-#14 SMS PER 12' 10.00' PATIO STEEL 0.14' C BEAMS, I ; BEAMS 21' 3-#14 SMS PER 12' PANE 70 MPH EXP CALL SEE TABLE 'A' 10' 2-#10 SMS 0.17" TYP. 12' PANEL AND STEEL CLOVER, C 4F0.17' I BEAMS 16' 3-#14 SMS PER 12' Q 10" X:..5 J/2" W , BEAM HEADER CLOVER," C (606.1—T6 ALUM. ALLOY) 4.50' .t05 L!j COVER TYP• . PANEL SEE TABLE A' .110' TYP. 6.0" QZ 6" W BEAM HEADER (6061—T6 ALUM. ALLOY) 750' # 10 SMS ® 6",12" OR 9" O.C. FOR 6'.120..& .900' .291" 375 18" PANELS #10. SMS ® 12" O.C. STABILIZER CUP - SEE DETAIL 'AG'. 1 SMS 6' O.C: FOR 6' do 12' PANELS - 9' O.C. FOR 18' PANEL o_ �! #10 SMS O EACH ROOF - 1.0' P EL VALLEY 5.406" 3 1/2 /2' STRUCTURAL PANEL STRUCTURAL PAN 6", 12' OR 18' WIDE .079' .079' 2.725" 0.062' 109' 0.062" �-- 4.00' 3.00 AD ALASKAN EXTRUDED HEADER AC 5 1/2' EXTRUDED. HEADER (6061-T6 ALUM..ALLOY) (6061—T6 ALUM. ALLOY) 7.0' SEE TABLE 'A' n— n=i —;09' TYP. FULL RADIUS 1.0'. T (IN)= 0.048 AB 3" X 3" HEADER (STEEL) (A-653 Fy=40 KSI 7" X 5 ]/Z W BEAM HEADER STEEL) (6061—T6. ALUM. ALLOY) FASTENERS REQUIRED FOR PANEL TO HEADER CONNECTIONS el .018-L .024 PANELS m2.032 L .036 PANELS 6' PANEL USE 507. LESS SCREWS 18' PANE SE 50% MORE SCREWS DATE REVISION DATE REVISION eq)�TU �ql MAR Cm �+ 0.� Engineering Services NO.. 1140 All Pro Drive Elkhait, IN.- 46514 KG ICBO ES EVALUATION REPORT NO. ER -2621 P 9l G CA`,:'DRAW • NONE OOAR11PART COMPONENT PARTS & CONNECTION DETAILS NE SHEET E I S STAMP -2/8/2000 N w 97CDO4 4 OF 9 TABLE 'A' MAX. WIND HEADER MAX. TRIB FASTENING NOTE'S LOAD DESCRIPTION WIDTH SCHEDULE 90. MPH ALL FASCIA 10' 2-#10 SMS PER 12' PANEL STEEL CLOVER, C BEAMS, I BEAMS 12' 2-#14 SMS PER 12' PANE PATIO STEEL CLOVER, C BEAMS, I ; BEAMS 21' 3-#14 SMS PER 12' PANE 70 MPH EXP CALL FASCIA 10' 2-#10 SMS PER 12' PANEL AND STEEL CLOVER, C BEAMS' I BEAMS 16' 3-#14 SMS PER 12' PANE SEE el 90 MPH EXP B STEEL CLOVER," C BEAMS, I BEAMS 16' 2-#14 SMS PER 12' PANE SEE .92 ALL FASCIA 10' 2-#14 SMS PER 12'. PANE 90 MPH EXP C STEEL CLOVER, C BEAMS, I BEAMS 16' 4-#14 SMS PER 12' PANEL SEE m1 STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANE SEE ■2 el .018-L .024 PANELS m2.032 L .036 PANELS 6' PANEL USE 507. LESS SCREWS 18' PANE SE 50% MORE SCREWS DATE REVISION DATE REVISION eq)�TU �ql MAR Cm �+ 0.� Engineering Services NO.. 1140 All Pro Drive Elkhait, IN.- 46514 KG ICBO ES EVALUATION REPORT NO. ER -2621 P 9l G CA`,:'DRAW • NONE OOAR11PART COMPONENT PARTS & CONNECTION DETAILS NE SHEET E I S STAMP -2/8/2000 N w 97CDO4 4 OF 9 " SEE DETAIL' 'AH' T .062 ".' FOR EXTRUDED T t 25- R=.375 HANGER w/ A -RAIL 1.187 .010- A -RAIL 8-1/2 LT-. • 43T' (8063-T8 ALUM. ALLOY) BOS 2.10 1.710" 1.125' 375' 1..1251 4 057' 36" I 1.380." ® 6 . W ALUM. HEADER SPLICE ® STABIUZER CUP FOR EXTRUDED HEADER 'AC' (6061=T6 ALUM. ALLOY) (6063-T6 ALUM'. ALLOY) SKYLIGHT PANEL L TYPICAL 12' V -PML_ ®TYPICAL SKYLIGHT PANEL CONNECTION WITH 12' V -PANS 8-#14 TYPICAL 12' V -PAN ' #14 SMS SEE TABLE' 8.5 ' �10 slts i Fa1DN- FOR SPACING ' E�' G.0 EOI FtFt. N' PAIFIS 1_5: PAIM 0"... a°c fm it P44w. A -RAIL -SEE t-.062'' OR • DETAIL 'AF' TYP. 2.50- h 43' 0.30--+1 f- 1.50- ® EXTRUDED HANGER (6063-T6 ALUM. AUT SCHEDULE OF ALLOWABLE SPANS FOR 6 & 12" PANELS ADJACENT TO SKYLIGHT. PANELS. LIVELOAD..- .(PSF) *6" ' PANEL SPANS *.12" PANEL SPANS . 0.018 0.024 .0.032: 0.036 0.018 .. 0.024 0.032* 0.036 10 11.-9 14'-50 17'-2 17'7-9" .' 11-0 139-30. .14!-7" 15-1 20 B'-8' 10* -60 12'-6. 1X-50 7!=11' 10'-40. 11'-8' 12'-10 25 7'-2' 9'=5 11'-3* 12&-1' 7'-20 9'-3' 10'-7' 11'-20 " 30 W-1- 8'-8" 10'-4' 11'-1' 6'-7" 8'-6' 9'-9' 10'-3' e USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS AND (1) SKYLIGHT PANEL .PER (2) - 12' ROOF PANELS FQR"SKYLIGHT TO PANEL. CONNECTIONS, USE. THE SAME NUMBER OF SCREWS AS PANEL. TO HEADER. SEE TABLE 'A' DETAIL �AE� BUTTE COU l _IN SKYLIGHT BUILDIN[[E G�� DTVI .GE LEXAN.POLYCARBINATE .FAE#tiCAT10N ]�PPT�OV.o RES. REPORT #3286 t . _ .062 . FOR 6' PANEL 1:10' FOR 12'. PANEL 0.85- 1.07' ` FOR 6' PANEL . 0.80' FOR 1Z' PANEL 0. 5i .42- .375'. .375' -i- —T R = 4.50'• . ju JNOT E. 5.50' HEADER SPLICE .MUST BE LOCATED WITHIN 12' OF A COLUMN. 4" . 0.15' EXTRUDED HEADER SPLICE WITH TIGHT FIT J±ISI>f:. SEE SCHEDULE ABOVE FOR ALLOWABLE SPANS FOR INSIDE HEADER 5- PANELS ADJACENT:TO SKYLIGHT PANELS & NUMBER OF ROOF PANELS NEEDED. FOR .1 SKYLIGHT. PANEL. ro., S'�- 10- -�.5 .5� -' 1 O" -5� A.1 SKYLIGHT PANEL O 24" ` 5.406" ® ALASKAN EXTRUDED HEADER SPLICE DATE REVISION DATE REVISION SMS (6061-T6 ALUM. ALLOY) 1.686' MaX-:— t Engineering Services 5 EXTRUDED CHANNEL CONNECTOR � NO 260 400.)sIII�c 1140 All Pro Drive: y . 0 (6063-T6 ALUM. ALLOY) �,. _ , . Elkhart. .1N 46514 ' .•.i cJJ • ICBG ES. EVALUATION .REPORT No ER 2621 P .06 9l A�1Fv� NONE, rF COMPONENT PARTS ec CONNECTION DETAILS 2 Q �'• -1 1.562 ENG) P 2/ 2000 97CD05 'I 5OF' 9- .062' .<:. 1 'ON 1.575' f 5.5' 2-3/8'X- 3 1/2' HILTi KWIK— BOLTS TO SLAB OR FOOTER (ONE EACH SIDE)' ®ALTERNATE" 3" SQ. COLUMN CONNECTOR BRACKET (1506.3—T6. ALUM: ALLOY) . To CONCRETE SLAB. SEF NOTE: j2 DETAIL -W 16' .. ® SAFETY STAKE (ALTERNATE TO CONCRETE SLAB ATTACHMENT) mom. 1. All PARTS 10 BE Har -DP cALwwtZED OR ELECTORADty ZW_ WAY BE . usm N LEU OF ATUICHINO To CONCRETE sLAa 2: FABrOCATION OF AWN M ANCHORS:: AM SM13Y SUMES IS BEYOND THE SCOPE CIS THIS REPORT FABRICATTaI DEIIALS AND. GUAITY CONTROL PROCWAM wsr BE Summ7 D To BUILONG awicik FOR APPROITAL 3 A1NN0 ANCHORS MAY BE IigD N THE FM LDWlNi' TVM OP SOIL- WAk GWM3. CM :SANOr GIVNEi, SIVY I;RAa. SIL7T WAX BEY SAND, MAMV MWEI, SANITY CLAY,. SM3Y CL" AD CAM SLT. &AWNING ANCHOR. REQUIRED...(WIDTH) A urnooL yr FASTENER SEZE " MINIMUM 111t- STEEL COUAIN AS iso 3 8' (SLE Nam moi 1/2' 8 d: 7 1 2'3147 r. i tK, Vs I r -r /Y WL 30" AIEACH STEEL POST EM INEW G - v : o' : - Q Zro,EL W f r OF Pos-r N/A ' 36' �4 5/tb•TlQTS..Fi]t p'_ d:: D LONG �.�� ON COLLAM 42' 3-31ro BOLTS N/A pet• .1140 All Pro Drive ��� Elkhart; IN 46514 Sl9l f UK T D. A.. . Dlr �' • 3/4! Irl • a: • '� Nom: 00 FOR Sat£ INTO FOORNG �' C DRAWINGNONE SEE SCHEDULE 'I - CONCRETE FOarm . a RIGHT L " ® COLUMN CONNECTION DETAIL FOR USE 1 - 1/2' 0 STEEL BAR FOR FOOi1NGS UP TO mom. 1. All PARTS 10 BE Har -DP cALwwtZED OR ELECTORADty ZW_ WAY BE . usm N LEU OF ATUICHINO To CONCRETE sLAa 2: FABrOCATION OF AWN M ANCHORS:: AM SM13Y SUMES IS BEYOND THE SCOPE CIS THIS REPORT FABRICATTaI DEIIALS AND. GUAITY CONTROL PROCWAM wsr BE Summ7 D To BUILONG awicik FOR APPROITAL 3 A1NN0 ANCHORS MAY BE IigD N THE FM LDWlNi' TVM OP SOIL- WAk GWM3. CM :SANOr GIVNEi, SIVY I;RAa. SIL7T WAX BEY SAND, MAMV MWEI, SANITY CLAY,. SM3Y CL" AD CAM SLT. &AWNING ANCHOR. REQUIRED...(WIDTH) REQUIRED FOR OR Bp TS FASTENER SEZE " MINIMUM 111t- 1 4 3 8' 4 10C2" 1/2' 8 5 .1- 7 1 2'3147 .26-.. 9- 36' CUBE. USE 2 - 1/2" • BARS FOR FOOTINGS UP To 4d- CUBE AND 3 - 1/Y. • BARS FOR FOOTOCS UP TO 52' CUBE SCHEDULE.''F'. —'COLUMN TO FOOTING CONNECTIONS FOR i Be TD 42- FOOTING sm " FOOTING SIZE .HILTI FASTENER CONNECTION TO -d' (INCHES) (OR EQUAL) SIZE COLUMN TUBE REQUIRED FOR OR Bp TS 'Q' = 18'' 2-1 4'I x Y" d1-5 1 ro BOLT 430 f .20' : 2 a seof 22" 1-5/1 rol BOOS. 24' 2-3 o BOLTS - 790 i6' 26' 2-1 :31 d 3-511.E'/ BOLTS 1330/. .26-.. 1330% 30" 167 3Z' 2-5/8-o x 4'd W f r 34' N., N/A ' 36' N/A - . e Engineering Services 42' 3-31ro BOLTS N/A ©ALTERNATE FREESTANDING STRUCTURE COLUMN •"d' SIZE IN ANCHOR BOLT OR HILTI FASTENER SIZES INDICATES DEPTH TO. FOOTING CONNECTION DETAIL OF EMBEDMENT.EXAMPLE: 2 1/2'd INDICATES 2 1/2' EMBEDMENT OF ANCHOR.•OR EQUAL' TO HILTI FASTENERS; ALTERNATE MUST" BE ICBO ES. APPROVED TO PROVIDE ALLOWABLE TENSION EQUAL. TO 'REWD TENSION FOR ANCHOR BOLT' VALUES SHOWN.:HILTI INDICATES HILTI 1(8-11 ANCHOR BOLTS PER ICBG E.S. EV #4627. ATTACHED STRUCTURE COLUMN TO FOOTING CONNECTION DETAIL Od' = 18" TO 32' HILT! . FASTENER. ALTERNATE - ® FOOTING SCHEDULE T -. ` . DATE REVISION DATE REVISION' . `,� t / Cmim ANGLES W f r 3 1/2- CONN SLAB" � NO. 2 - . e Engineering Services '.`. aim sr. UNDF3t 4- 6'.10L u.: i.:. .1140 All Pro Drive ��� Elkhart; IN 46514 Sl9l f A.. . Dlr �' • �\P F • '� Nom: 00 f ALIF KG ICBO ES EVALUATION REPORT NO. ER -2621 P • •_ :.`• : MUST THRU SLAB DRAWINGNONE OR NAME� COMPONENT PARTS do CONNECTION DETAILS ® COLUMN CONNECTION DETAIL FOR SLAB at FOOTING ATTACHMENT ENGINEERS STAMP 2/6/2000 97CDO6 6 OF 9 L .10( STEM Posr.. .. 2:5' . 1. CUTBWMM FLANGE OF ..750' 1—BEAM AS SHOWN AT • 3'x8 -x12 GA. 'C' COLUMN. —� OR 3 1/2'x10'x12 - GA. 'C' A56 2 5/16' BOLTS.: ' ®C—BEAM TO COLUMN CONNECTION®ALTERNATE. — 4 1/2- X 6" X 5 '1/2' X 7' 3' x 3' COLUMN ALUM. W BEAM CONNECTION DETAIL ALL 'I' BEAMS S 'C' BEAMS USE TABLE 8.3 COLUMN 'J' FOR QUANTITY OF HORIZONTAL BOLT e USE TABLE 8.4 COLUMN -'N' FOR VERTICAL BOLTS. 5/16' _BOLTS SEE TABLE 8:4 COLUMN E4 FOR OUWMY- .(41") T T T 315 'W'. ® ALTERNATE 3' 'SO. COLUMN CONNECTOR BRACKET MIN. OF (6063=T6 . ALUM. ALLOY). . 4.50' y •5' 0• p ALUMINUM 77 BEAM OR 'STEEL .'c' BEAU "L" TOP PLATE A' 0.5' 0. ale 2 5/18' BOLTS W/ 1' DIOL TOP PLATE 'B' 2 5/18'' BOLTS SEE x 3/32. THK. STL WASHER Z' = COWYN SQE + 1.' TABLE 83'COLUMN {-0.� 25�. SEE TABLE 8.4 COLUMN '0' . 'K' FOR. OUANTITY FOR QUANTITY p t ''�"�" 1Ar• _ .COLUMN SIZE + 1 /2' WITH. v lJ , i0. A MINIMUM OF 4:5' ® TOP PLATES. -'A' do 'B' . AND SCHEDULE 'B' 'FOR TOP PLATE BUILDING D f ' CONNECTIONS WITH 'I' BEAMS. (Y.. 'Z. AA) ON - STEEL POSTS APPROV t 3' STEEL COLUMN _ 3,0 0.048' _._ ....__. 2.0' 4—# 14 SYS ,5 ®3- LUMN TO HEADER CONN. BRACKET (6063—T6 ALUM.) 3' x 3' STEW 1.01 _ ` R 0 3 TE REVISION DATE REVISION HEADER AB' 6.0' "14 SM5 - _ 1'0� a Engineering Services ' `r ? 1140 All Pr6.Dr1w � ... ... � _'� ;• . - �: Eikharf. IM 414" - IMF _ 1 r2=/2 ICBO ES EVALUATION REPORT NO..ETi 262 _P ®DRAWING COLUMN TO HEADER CONNECTION FOR 3' X 3' STEEL HEADER 'AB' PARI COMPONENT PARTS CONNECTION DETAILS EN IN STAMP NAME 97CD07 va Ll 77 — 2X 6 1/2n ALUM. HEADERS AWNING ANCHORS 2 ANCHOR 3 ANCHOR 4 ANCHOR 2. 3. OR. 4 ANCHOR DETAIL 15' v. • AWNING ANCHOR CLEAR CENTER IN FOOTING TYP. SINGLE ANCHOR DETAIL BI ANCHOR DETAILS FOR. ATTACHED STRUCTURES 3°X 8° ALUM, HEAD 2'X. `6 1/2•X'.024" ALUM. SIDEPLATE S 3" x .8" HEADER CONNECTION "-3* 14 .SMS EACH SIDE FOOTING "d" (IN) ALTERNATE FOOTING. SIZE NO. OF ANCHORS' 18 12'X 12'X 15•. 1 20 15'X 15'X 15" 1 22 18•X 18•X .. 150 1 24 20•X 20•X.15• 1 26 20"X 20X 15' 1 28 24•X .24•X 15.: 2 30 24"X 24X 15' 2 32 24"X. 24•X 150. 3 34 24"X 24•X 150 4 36 24"X 24�X 15' 4 I I � . I 3•X 3• 1/2If 3- .#14- SMS M. 3— #14 SMS EACH EACH SIDE COLUMN SIDE OF COLUMN 2"X.6 1/2 ALUM. 30X 30 ALUM.lie SIDEPLATES COLUMN WITH SIDEPLATES END VIEW OBH DOUBLE 2" X 6 1 /2" . BUTTE HEADER CONNECTION BUILDIN APPt( ORAWINGNONE OR PART COMPONENT PARTS do CONNECTION DETAILS EERS STAMP 2/8/2000 m 97CDO8 8 -OF 9 OUNTY DIVISION )VED WITH SIDEPLATES Qabf ESS/ p ARO NO.. 0' TE REVISION DATE REVISION qnRO9 mems Engineering .Services 0BUI�UPROElkhart.Elkhl.y)Q11C.. 1140 All Pro Drive IN 46514 P CMP ICBG ES EVALUATION REPORT NO. ER -2621P ORAWINGNONE OR PART COMPONENT PARTS do CONNECTION DETAILS EERS STAMP 2/8/2000 m 97CDO8 8 -OF 9 OUNTY DIVISION )VED ® ALTERNATE -DECORATIVE p FASCIA. TRIM ® ALTERNATE 2-2` X 6 1/2' HEADERS RAIL - SEE DETAIL 'Af 4= 1/4' BOLTS OR 3 #14 SMS EACH SIDE • 4- #14 S.M.S. I A-3'. X 8' BOX BEAM HEADER 750' UMINUM 'H' 3; 6' BRACKET �f 3'X 3' ALUMINUM 0.062' g COLUMN. �•. 1.0 n 1/2. 2 1/2• 7 7q � 16' 3 #14 SMS EACH SIDE ® ALUMINUM *H' BRACKET FOR ,, SPLICE DETAIL : ®3 1 �2 J HANG ,, tt CONNECTING COLUMN TO HEADER 3. 1 /20T6 ALUM. .Ods') `/ �C ®.5 1./2' EXTRUDED HEADER SPLICE (6063—T6 ALUM: ALLOY) it ��-±± o� v (6061—T6 ALUM. ALLOY) V o � 2.108' ' 3 #14 SMS EACH SIDE e7 ' OR 2 5/16" BOLTS 050 6063—T6RUME ALLOY) E FASCIA -:... .. 3i( 3' 'X 6 1/2' X110 x 1.5' SMS SEE TABLE n COLUMN SIDEPLATES 8.S FOR sPACwc h ti ,� '�F �SSi�j ARO REVISION DATE REVISION + 1.00 J• ALUM FOOTING Qq ► L L F X : BRACKET • 2'3/a" x 3 ot... .y9• w.,. USE ONLY ON /SLAB- <<�---._.. SEE NOTE _ - ,.. OR.d=26" d=26' FOQTEFt •. AT RIGHT ..s-..•.• OR.SAIALIER w NQ. Engineerlrip:::Servlcis°z i • • 1140 All Pro D3" - . . . ..� EIId101 t ..1N 4651 03-1/2 G RAIL I► - (6063-T6 ALUM. ALLOY) _ ... OR FOOTING �l ��C�. _.._._ .:..: CONNECTING qTf F ICBG ES EVALUATION REPORT N0. ER 28t1�y t _ •. . ALUMINUM., .BRACKET FOR CONNE OF KG COLUMN. TO CONC. SLAB OR FOOTING 3'31. NONE OR PART COMPONENT PARTS CON OE_NNECTIOAD (6063—T6 ALUM.` ALLOY) Yu } v WWE... {. __ ENGI S STAMP. 2/8/2000 97CD09 ,• -. 9 : OF, 9 HEADER --HEADER:. DETAIL :.MAXIMUM MAX FASTENTING B GAGE WIND. LOAD TRIB .042: 3' x 8' L1 :: 90 MPH 6' 2-#8 SMS EACH BRW. 3' k 8' WOOD LEDGER- 2 X DEPTH PATIO 10' 3—#8. SMS EACH BRKT. ..036. 3' x .8' . 'L1 .90 MPH 5' 2—#8 SMS EACH BRKT, 3' :x .8. PER STUD 16 O/C PATIO 10' 4—#8 SMS EACH BRKT: .0.32. DBL 2 x..6 L11 . 90 MPH PATIO 10' 3—#8 SMS EACH BRKT. .094. --8' STEEL C L23 90 MPH 22' 2—#14 SMS. EACH BRKT. 2= 110 I EACKSIDEF Es EV. J125e 90. EXP C. 10' 2—#14. SMS EACH. BRKT, o MAR 0 3 oF- � 1/4' x 4' _LAG SCREW SEE TABLE 8.5 C DATE REVISION DATE REVISION .COLUMN ANC4 'FOR WOOD LEDGER- 2 X DEPTH QUANTITY ALL 10 PSF USE 1 LAG 2- PER STUD 16 O/C SIDE AUIM. N 2 70 STRUCNRE� �Cr 3 31 Engineering Services l r ALT. SIMPSON HAN SHOWN 6R PER I.C.B.O. J' % IV�L - \ 1140 All Pro Drive )dIII�VG '� Elkhart.. IN 46514 2= 110 I EACKSIDEF Es EV. J125e CAS 1F��� or KG. I.C80 ES EVACUATION REPORT NO. ER -2621 P L8 ALTERNATE RAFTER TO WALL CONN. COMPONENT PA & CONNECTION DETAILS NONE NAME RTS FOR PATFO ec COMMERCIAL LATTICE srRuctuREs ENGINEERS STAMP SHEET 2/8/2000 N M 97LT01 . 1 OF 4 o ..,.. : .. .i. ... .. .,i> �:�' ..'k.. ....... .. .. _ �y : OR o, ... .. rte.. ...,. .. _ ..., .,.. .: .. .. t=: �::: :> y"'. ,. . .' .. .._fn's --_{.M...... ... ... .' 1 .KEW {ML rWIRI. " " ': ..... :..., SEE • SC�U FOR SI ��s � _-�.. _ •. .: ED LE ZE � - - S Ym — Yc, .. r 1:: _ NATE 2�. . — .•.r +' HEADERS ..1 E :OF '":; + f W VCJ� ,,... ..... `` .\` 3'X 8.. HEADEf1"': WITHCOMIC- ,-�. r � "CO�REiIED" ON , - POST do SIT)EPLATES: 214 0 915 . INTD SIDE _..�..: I BOX SECTION 3.x.;50POST` NOTE: USE PLASTIC PWG. TO" FILL 1/2' Dill 3" X 8" HEADER -Z? ;�T ACCESS HOLES USED-WHEN.ATrACHNG I o SM.S. MD. ANOTIiER BOX SECTION IN WHICH 2- 2" X 6 1 2" S10EPU1TES I I THE SMS. LENM (MOULD EXCEED 2 1/2". i "X 3 - ONE EACH SI OF I I COLUMN L10 : PLASTIC : PLUG DETAIL COLUMN L11 ALTERNATE 2-2" X 6 1/2 'HEADERS L16 HEADER SPUCE DETAIL L BUTTE GO NTY r` 3.�" - - - BUILDING D -I. ISI®N 3.00 �P1�5��'J D - 37 (4). 0.72 1.56 0.72 ---I 0.93 t- - O 0 0" 3,000, .4. (. . 3 _.. .688"(4) 0.72 _ ~5.00 R 6:0 TMP - 3.0. I . •094 t4) .7 "(4) I a:oo ! L32 3.., 4n, 5., OR 6" 10 R X 0.93 1.56.. 1_ O 10" HIGH --a 0.28 STEEL COLUMN ALUMAX ---� Fy=36 KSI I.D. .68 -(4) I 0.72. 3.00 4.00" .437t4) - I �0.17 5.00"OR 6.00" ,125" RAO, T (IN)= 0.024. 0.030. 0.040 . (AL.UM) .020 OP. (36) - = 0.048 (STEEL) x' 70r .062 RAD. (20) lLQIE: DATE REVISION DATE REVISION. (12) .1.87" -. RAD.(16) COLUMNS MAY BE TRIMMED W/FLEX- ALUM. FACING. QRpt: ESS/ L31� FLUTED COLUMN L30 3" ALTERNATE COLUMN ���. TUggn (3"' ALUM.. 6063-T6). (3003-H16 ALUM. ALLOY OR �� �2 • _ "t'' �=.. 0.062" UNLESS OTHERWISE NOTED A-446 Fy=40 KSI STEEL) CD Englneering Services n NO,. ��� .� 1140 All Pro 6514 Elkbarf. IN 46514 • ' r /KG ICt3ES +0 EVALUATION REPORT NO. ER -2621P - NONE CDMPONENT PARTS & CONNECTION DETAILS OF Fi` \�` � NAME FOR PATIO & COMMERCIAL LATTICE STRUCTURES SHEET ENGIN P. 2/8/2000 Y 97LT03 2 OF 4 DETAIL 3" X 8" .1 FOR ATTACHED STRUCTURES ,e COLUMN TO WRAPPED 37 X 8'- X. 12 GA.. 'C' BEAM HEADER CONNECTIONS ' 3"X 8 BOX'BEAM 8"X 12 DATE REVISION � DATE REVISION _ .. "Cn BEAM WRAP ` S 4 4i - r4 4 !.. eigin Ann -8 CBSc IMAL - -"ro 140. N1I]! F'} s . . 2 3~3� -STL.-- C BEAM.L2 3 _ , - - 26ZP - w~,� COMPONENT PARTS DEDWSF • WRAP W/ 3 ' ' X 8 ALUM BOX BEAM JjgT Kc GY �� NONE` NA P� FOR ;¢ . . PA710 3 EERS STAMP �gQ00 OiJ03 r - _ _ w r w w 6:: & 90:MPH.- W1 ND:'SPEEP.. HEADER T ..3ok"Aw. iL 2 014. SWEACH'SME ..X 0.00, M. BOX, -HEADER. .ALUM. H- �*v U.0 0 R W BRACKET 3= X14 EAC .0 &I A rArm %-.mtw 7 AL 'E BRACKET DATE f)VESS :.2 8 DATE REVISION DATE REVISION T u NO. 0 •Engtheer1rig 'ServIi6esi. SLAB OR., FOOTING' 1140 All: Pro Drive rlkk-" IN 46414 ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063.-T6 ALUM. ALLOY) F C ENGIN ERS STAMP KG ICBG - Es EvAuAnOWREPORT NO. ER -2621 P CbmPoNEWr PWM & CONNEMM DETALS NONE OR,PAW FOR PAno & commERam- LATTICE sTitucruims 2/8/2000 I&W 97LT04 4 OF 4