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HomeMy WebLinkAbout061-520-003�' Robert Grub -At r L #3 O�l "sp�"`V �` a�,• App.l/8 m ofrE/S Old Bloomer Mt.Rd., a (across promonnenshine-6519-76),Berry Creek�� rmit #36 9-77P,E(uti .,MH) LEC. 7v j0P GAS �j SUPP T\S RUCTURE REQ. COMPACTION TEST REQ. 7tt� Cont Orov"Ilirai er Sales Permit ##526.3 77MHI LOT �3 Issued -b—/z-:. ' 62=07 a7�7 t, } I Richard 0 Olsen'/c /� %?ry0 2 \ --N/S .Bloomer_.Lookout _Rd..,-app...2 .mi. from Berry Creek Sta. Rd., Oroville (lot) contr: GenetDill, Oroville e.rmi_t� 2152-.76B P, -E, (new single .fmmily) 061=52-0=003.. "92-3219 B,E DAVIS, Gayle 9 11 Catalpa Ln, Berry.CReek contr: Feather'River Const' decks:& garage/mh /yy 061=520-003" _ _ _ . DAVIS, GAYLE F ii 01-0941 11 CATALPA LN OROVILLL CONT: MICHAEL ROGERS NEW DECK 'T 50'01, 061-520-003 03AG149 DAVIS, GAYLE I P CATALPA LN, BERRY CREEK AG. BLDG (24'X 39.5) BUILDING DIVISION COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT PERMIT NOA 0-3- / qll� gricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a �\ place used by the public. C ASSESSOR PARCEL NO. ,0,4 ZONING OVYVER PHON O. Ow,V 'D Q ✓ 05� LOCATION OF BUILDING L USE OF BUILDING s .' izs Sln OF STRUCTURE 2- C/ '_� - —'X SQ. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF SIDIN ROOFCOVERING �l FLOOR TYPE C&e0k CONSTRUCTION $ESTIMAT AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 50 30 / / FRONT SIDES REAR AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date Signature of Owner Permit F e - $60.00 The above described AG Building is exempt from a bu' ing pe it. -- O PA L P. ROOF G I In Receipt No. 915 Manager Bui ding i D By � Date O b 0 3. White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod — Applicant r, RESIDENTIAL 061-520-003 01-0941 i DAVIS, GAYLE I I CATALPA LN OROVILLE CONT: MICHAEL ROGERS NEW DECK , SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) 3d r Signature k ./ = OK 4. 0 = Not OK Card B-1 Date Card B-1 - = Not Applicable MOBILE HOMES = Not Ready 1. Date MOBILE HOME UTILITIES (Plans) OK except #'s Soils; Compaction -Structure Stability 1. Zoning Requirements -Setbacks -Easements Well Clearance 8 Disconnect 2. Soils; Special MH Support Sketch 8. 3. Sewer; Location -Test -Fall -C/O -Concrete MISCELLANEOUS Date DECKS, COVERCARPORTS GARAGES (Plans) OK except #'s /Y. //'�>'A,'U/Ly$ing Requirements -Setbacks -Easements �1- Le!Decks; Girders and/or Joists -Decking -Bracing -Stairs -Ram 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing um. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date ' /__-�o 4. Water; Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 1. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Soils; Compaction -Structure Stability 7. Well Clearance 8 Disconnect 4. 8. Utility Clearance Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Date 9. Card B-1 Date Card B-1 Date Plumb.; Cir. Test -Water Supply Test Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERCARPORTS GARAGES (Plans) OK except #'s /Y. //'�>'A,'U/Ly$ing Requirements -Setbacks -Easements �1- Le!Decks; Girders and/or Joists -Decking -Bracing -Stairs -Ram 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing um. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date ' /__-�o Card 13-1 Date Card B-1 Date, Card B-1 Date Card B-1 Date FINAL ( lans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 ,/ = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) = Not Readv 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.-/ P Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Bloc kouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Silts -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date 70. Card B-1 Date Card B-1 Date 71. Card B-1 Date Card B-1 Date 72. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subieed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or Al -Oven Circ. / / ga Cu or At Insulated Neutral O Yes Q No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date 85. Card B-1 Date Card B-1 Date 86. Card B-1 Date Card B-1 Date 87. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties- Purlin-Rolf Brac.-Truss-Shting. -Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Inf iltration-Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive J Yes J NoMalks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center D;live - Oroville, California 95965 - Telephone (530) 538-75 ' _ PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT , ASSESSOR PARCEL NUMBER 061-520-003 ZONING 11 BUILDING PERMIT NER O)AVIS , GAYL.E �� TELEPHONE 58 SO. FT. OCC. BUILDING VALUATION . OWNERS MAILING ADDRESS P.O. BOX 705 BERRY CREEK, 312 C 4,368.00 CONTRACTOR'S NAME MICHAEL TELEPHONE CONTRACTORS MAILING ADDRESS 2085 TE CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 4 368.00 ARCHITECT OR ENGINEER LICENSE NO, Filing Fee $ 20.00 Permit Fee $ 72.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 46.80 BUILDINGADDRESS 11 CATALPA LN. OROVILLE 95965 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 as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: NEW DECK TO REPLACE EXISTING DECK (COVERED) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zoOA OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class - H I C Lic. No. r% � $ 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELUNG OCCUP. s0 OR ADDNS. ( & ACC. BLAS. 3.50FT. I,oµgo�,pT MULBRANCTI.OUTLET @7,50 POWER APPARATUS 8 SINGLE OLJTLtT CIR. OUTLET OR FIXTURES 20 Q 1.00 Ex. Occup.SAL p ,50 Ex. Occup.ED. DFlXUr. A ALNS °EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier FX Policy Number (The above sections need not be completed 0 the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 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' compens 'on p isions of section 3700 of the Labor Code, I shall fortl it comp) ith th a rovisions. X _ Date �� - Q Signature of Applicant - ❑Own C9-Cdntrector ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FET= $ Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 138.80 HAZ. D. FEES IMP FLOOD CDF PARCEL pp ND ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for whic fees have been paid. By149ate 51-7/1) PERMIT EXPIRES ON 7/= Date Receipt No. ITT WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION . 7 County Center Drive a Oroville Calif- ' 959 5 e T t 1110 6 elephone (530) 538-75 1 PERMIT NO. (Re,`12/96) �: APPLICATION AND PERMIT - -C�9�� / ASSESSOR PARCEL NUMBER 16 / r ZONING Jl/��/, O - ��2 BUILDING PERMIT OWNER TELEPHOSO. FT• OCC. BUILDING VALUATIONOWNER'S MAINN -AD ' s �\ �., ... 0 CONSTRUCTION LENDER - LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER -� ARCHITECT OR ENGINEER'S MAILING ADDRESS BUILDIN°ADDRESS a /► LOT NO. I SUSDNISION'SNAME USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Fireplace k0. Total Valuation Is Filing Fee S 20.00 Permit Fee S rJ Gia Plan Checkin Fee $ — Energy Plan Checking Fee $ S MAP PERM�FEE$PLUMBING PERMIg Fee 20.00 *PERMIT FEE PAIb SRA '- SHERIFF OTHER AMOUNT RECEIVED Each Trap Solar or heat pump water heater Water piping .Each gas water heater or vent Gas piping system 1 - 5 outlets Building sewer Mobile Home Is IG W PERMIT FEE 1 $ 7.00 23.00 15.00 15.00 15.00 15.00 p2o.o0 ng Fee 20.00 23.00 46.00 3.50c° 5.00 23.00 20.00 23.00 PERMIT FEE S $ / -,-� ;`/- �(). MECHANICAL PERMIT Filing Fee 20.00 b *RECEIPT NUMBER 121266* TO BE PVT INTO COMPVTER Hood 6.50 PERMIT FEE S Mobile Home Installation Fee S I Energy Inspection Fee S OCC CONST. TYPE j TOTAL FEE $ J�, �� FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON ELECTRICAL PERMIT OY OR LESS Main Service- 2 .OR LESS Main Service 200A TO IDDDA NEW CONST. ( DWELLING OCCUP. OR ADONS. 6 ACC. BLDS. CoNEW NON•RESID. MULTI.OUTLET POWER APPARATUS 6 SINGLE OUTLET CIA, 1 Ex. Occup. OUTLET OR FDmJAES Ex. Occup. FIXED APPLNS. OR OUTLETS ESID. EA. f Temporary Service Mobile Home Facilities Misc. Wiring 7.00 23.00 15.00 15.00 15.00 15.00 p2o.o0 ng Fee 20.00 23.00 46.00 3.50c° 5.00 23.00 20.00 23.00 PERMIT FEE S $ / -,-� ;`/- �(). MECHANICAL PERMIT Filing Fee 20.00 b *RECEIPT NUMBER 121266* TO BE PVT INTO COMPVTER Hood 6.50 PERMIT FEE S Mobile Home Installation Fee S I Energy Inspection Fee S OCC CONST. TYPE j TOTAL FEE $ J�, �� FEES IMP FLOOD COF PARCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON E.N. USE ONLY Plot Plan Attached Floor Pian Attache Sent to B.D. GY C TO: Building Department �\ ) FROM: Environmental Health SUBJECT: Sanitation Clearance 1 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance fordweiling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION ! 7 COUNTY CENTER -DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: S ASSESSOR PARCEL ER: M91_52a_603 Proposed Building Use: N eUj JCC)Lie v Building Inspector: Date: 0 / At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: All iiems have been submitted .------------------------------------------------------------------------------------- Date Received By Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 1 . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! 06. Energy Design Compliance and supporting documentation. ---------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. --------------------------------------- ❑ 8. Hazardous Material Form. ------------------------------------------------------------------------ ❑ 9. Manufactured Home data and installation instructions including Tie Down Specifications. ❑ 10. Fees of $------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ❑ 2. California Department of Forestry plan approval/fees. --------------------------------------------------------- 3. Flo elevation certificate. ---------------------------------------------------------------------------------------- Sanitati and plot plan approval ( G Health Department. ------------------------------------------- ❑ 15. City of C plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- 1119. ---------------------- ❑19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on (Date) ❑21. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 022. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization. -------------------------------------------------------------------------------- ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. ----------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28.'Existing violations and/or expired permits. ------------ ! -------------------------------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ . --------------- ❑30. other:------- Wh you issue the permit,jrocess as follows ❑ Mail to owner, jail to contractor. UTelephoner��� o� /S� and old forp'ckup at (TrooII� e. ❑ eliv vwit�inspector. CG Applicant: Date: Copy of Haz-Mat form sent 11 Health Department, 13 Fire Department, ❑ ' Pollution D By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: 2. Additional items required: ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: ,. Contractor, designer, owner, was advised of the above required data by o phone, o mail, o Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building ivision counter, by Dat Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Buil ' ivision counter, by Da : Plans reviewed by: I Date: Plans approved by: Date: `7 Sets of plans on hold in ❑ Plan Cabinet, o A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. r f 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 6„i c 2 2 -- _1' T OWNER PLRMI ' 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 com eted. If you have any questions pertaining to this matter, or need additional explanation, plea contact this office immediately. � J , ,A rd C/ / Date Inspector% REV 10/ �— RESIDENTIAL t 92-3219 B?E 061-52-0-003 DAVIS; Gal Ln' Berry CReek 11 Catalpa d contr: Feather River Const decks & garage/mh %y r. F t JOB FINALE 1 Signature 1 J=OK O=Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date 'Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test-Demand-Valve—Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date EC CAR POR ARAGE ns)OK except #'s�— Zon' g Requirements -Setbacks -Easements ootings; Soils -Size -Depth -Spacing -Connector - Decks; Griders and/or Joists-Decking-Braci -Stairs-Rail LA—Wo—od Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Rfg.-Bracing .6 �! As::r Columns -Connections -Splice -Decal -Enclosures "-1Ca_jports; Windows -Doors -?-E_jqaqc ZY� Frm ; Sils-Anchors-Studs-Rftrs-Trusses Sid' g; Nailing -Veneer -Stucco -Mesh Roof; Shthg-Roofing Ext.; Steps -Doors -Landings Date/ 2,—Card B-1 DateCard B-1 _ Dat Card B-1 &41 Date Card B-1 Date POOLS (Plans) O'k except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-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- Enclosu res- 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 J=OK O = Not OK =NotReady yicable Not ReRESIDENTIAL (; ' = Date,'- UNDERFLOOR (Plans) OK,except #'s ' 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s --- ------16.-Water Htr.: Vent -Access -Combustion Air -Baffle --------------- ------------------------------ 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ----------------------- - -------------------- -Shower Pan: Test, First Floor -Tub Access --- - - 20. Test Tub & Shower. Second Floor -Tub Access - -------------------------------------------------- 21. Gas Pipe: Size & Anchors ------------------------------------------------------------------- - Date Card B-1 Date Card B-1 ------------------------ ----------------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 22. Fixture & Transformer Clearance -Ins. Protection -------------- ----- -------------- ----------------------------------- 23. Elec. Receptacles Spacing -Lights & Switches at Doors ---------- ------------------------------------------------------------ 24. Size Boxes & No. of Conductors -Stapled ----------------------------------------------------------------- --------------- 25. Romex -Installed-Close to Edge of Studs & C.J. --------------------------------------------- ---------------- 26. Equip. Ground made up w/Meth. Fastners-Bond Gas & Water ------------ --------------------------------------------------------------- 27. 2 Appliance Circuts in Kitchen & Conductor Size!GFI --------------------------------------------- 28. Subfeed Wire Size i r ga. Cu or AI-A.C. Wire Size ! ! ga. Cu or At --------------------------------------------------------------------------------- 29. -------- ---- - ----- 29. Range Circ. ! / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No ------------------------------------------ --------- ---------------------- 30. Service -Riser Conductors & Ground -Main Disconnect ---------- - - ----------------------------------------- 31. Equip Clearances Panels -Motors -Meth. Equip. ---------------------------------------------------------- - 32. Clothes Closet Light -Shower Light -Spa Light ---------------------------------------------------- ------ -------- -- - 33. Smoke Detector ------------------------------- -------------------------------------------------- Date Card -6:1 Date Card -B-1 --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 34. A.C. Ducts Insu-lation & -Support ----------------------------------- ------------------ 35. Vent Fan Exhaust above insulation ----------------------------------------- ---- --------------------------------- 36. ------- ----------------------------------------------------------- 36. Condensate Drain & Overflow: Size & Grade ----------------------------------------------------------------------------------- 37. Furnance-Vent: Access -Comb. Air -Return Air Vent -115 outlet ------- ----------------------------------------------------------------- 38. Attic Access & Platform if Furnance in Attic -------------------------------------------------------------------------------- ----------------------------------------- - ------------------------------------- Date Card B-1 Date Card B-1 - --------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Anchors ------- ---------------------------------------------------------------- --------- 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ------- -------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing ------ --------------------------- 42. Draft Stop in Walls (rat proof) 43. Fire Stops: Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing jingle & Duplex) Date -FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits ----------- ----------------------- 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers ----------------------------- 55. -Siding -Nailing Veneer ------ -- 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access --------------- 57. Glazing Area -Glass Protection -Skylights -Plastic ------------------- 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows --------------------------- ---- -------------- Date Card B-1 Date Card B-1 - ----------- Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings 62 Smoke Detector ------------- 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor -Ducts -Meeh. Protection --------- ---------------- 64. Bedroom Exiting ---------------------------- ---- 65. G.F.I. & Bath Fixtures & Tub Access -Spa ------- 66. Elec. Trim & Subpanel; Breaker Sizes & Labels ---------------- 67. Stairs & Rails --------------------------------- 68. Fireplace or Stove: Clearances -Hearth ---------------- 6J Elec. Outlets at Wood Panel: Int. & Ext. - --70.--Kit.Fixt.-& Appliance; Grnd.-Air Gap -Cooking Clearance -- ---- --- - - --------------------- -- 71.--Elec.-Outlets & Receptacles at Kit. Counter ----------- --- 72. Garage Fire Door; Swing -Landing -Closer 73.--A.C.-Duct in -Garage -Damper 74. Wtr. Htr Vents -Clearance -Comb. Air-Connector-P.R.V. . In Garage; Above Floor -Meth. Protection ------------------ 75. Plb.. Elec. & Mech._Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 7;. Insulation -Foam -Looked in Attic ❑ Yes --------------------------- 78.-Guard-Rails & Deck -Const ruct ion -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes --------------------------------------------- 80. Following instld.; Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No --------------------------------------- ------------- Stucco: Brown -Finish - 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings ------------------------------------------ --- 84. Water Well: Disconnect, Electrical, Plumbing ----------------------------------- 85. Exterior Elec. Trim: G.F.I. Receptacle -Underground 86. Ventilation Throughout House -- - --- ---------------- ------ --- 87. _Glass Protection 88. Corrections from Previous Inspections ----------------------------------------------- 89. Gas Test -Meters Ta99 ed; Gas -Electric ------------------------------------------------ ___ ___ 90. Water -& -Sewer Connected -C/O to Grade -HD Approval 91 Energy Compliance Certificate -Other Certificates ----------------------------------- ---- --- Date Card -B-1 ' Card B-1 -------------------------------------- Date------- - ---- Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: v L COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICAT101N AND,�PERMIT PERMIT NO. ASS OR PARCEL NUMBER OEb —520-003 ZONING U BUILDING PERMIT OWVL'f1LE DAVIS TELEPHONE •589-4372 SQ. FT. OCC. BUILDING VALUATION" OW ER'S MAILING ADDRESS 1�.0. BOX 362 BERRY CREEK 95916 16PHONE 912 M 416 2303 C 29,939 cCfgXtf ER RIVER CONST 534-1324 1239 0 8,673 co139�icOLIVEAIHWY ADDRESS 95966 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is 55,028 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 399.50 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ .7 ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS 11 CATALPA LN BERRY CREEK 95916 Permit fee $ 6 .2 PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ MobilehomeU Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15A0 ` Mobile Home S G W TYPE OF WORK New ❑ Addition [I Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: OPEN & COVERED DECKS AND GARAGE "+_00 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare der penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professigps, de �nd y license is in full f e and effect. License No. t Classification ❑ I, as the owner, or my em p oyees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000A, 37.50 NEW CONST. / DWELLING OCCUP.&) OR ACDNS. ACC, BLDGS. l 3.66 sq.ft. 31.90 NEw CONST R ULTI.OUTLET NON.RESID BRANCH CIRC UITS @ 5.00 POWER APPARATUS .&) (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76 Ex. Occup. FIXED AP OUTLETS PL SID IRE A.% I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ 46.90 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 ert' icate of Workmen's Compensation Insurance or a Certificate ? onsent to Self -Insure. shall not employ any person in any manner so as to become subject to the W. C. laws of California. Xotice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the CountyOt Butte to enter upon the above-mentioned property for inspection purposes. I al.so agree to save, indemnify and keep harmless the County of Butte against ties, ju ents, costs, and expenses which may in any way accrue against ai Co t n consequence of the granting of thi er it. X te�v Z S;gn rure of Applicant — Otnr ❑ Contractor Agen An OSHA permit is required f avationsov r '0" deep a d de lition or construct-work�irnor ion of structures over 3 storieight. js'� Mobile Home Installation Fee S Energy Inspection Fee $ OCC CONST TYPE TOTAL FzE E 661.15 HAz OFEES IMP FLOo CO PARCEL P H ISSU This permit is hereby issued under the sions of the to ou Code and/or which fees OF PUBLIC BY PERMIT EXPIRES Date 17 applicable provi- resolutions to do j have been paid. WORKS Date 9__3C fZ �v()CS ► 6 2(ti`� Receipt No. 123217 '� WHITE-D.P.W.. YELLOW -ASSES R. PINI( -INSPECTOR. GOL OENROD-AP CANT TO Building Department FROM: Environmental Health SUBJECT: Sanitation,Clearance e — C i+7AC.PQ Zxr `SAO c C)o Owner Location AP# $ Y Grp Plan Approved for: Sewaqe Disposal 'dater Supply Hold final for: 7inal clearance O.K. for: Cl arance for bedroom mobile home. NOTE * * * Sanitarian Water Supply Water Supply Other �%/6"9" c,� Date ,r^,r,. dalL5' �`.:-i C�1.YF ���N i' L " 7.„r. � IE � y EY` ' F _ _ .rte . j � - - . � ` • >i. - {m `^. f �►' P 1., {"Era.l�t1Fv t'r% i r..�' rt'� �' "E'��7X1ti/'�}'v ��' TZ"���'S7h�f�fi.•.w,�'' � ..I`:rj"�h...,{.,, ljxlr '11, " COUNTY OF BUTTEfyPARTMENT OF PUBLIC WO BUILDING DIVISION fl:4 "7t A` b 7 COUNTY CENTER OROVILLE, CALIFZRN1495965 TELEPHONE (916) 538-7541oe / PERMIT APPLICATION DATA SHEET OWNER 6A /`eAel)IVV`S Proposed Building Use �W S Building Inspector bl /- 5 -7,0 -CX ->-3 Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: i<y DATE RECEIVED BY 1. All items have been submitted. ...... "^ 2. Plot plans, 3/4 segs, signed by preparer of.plans. .......................... 3. Complete plan /4 sets, signed by preparer of plans. . 4. Engineered plans and calcs, 3/4 sets, with;wet signature on plans. ...:......... . 5. Hazardous Material Form. ................................................. 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ..................... . 8. Engineered truss details and layout in duplicate (required prior to plan check). .... 9. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $ .......................................... . 11. Impact fees as shown on attached schedule . ............................. . 12. 'California Department of Forestry plan approval/fees. ....................... . 13. Flood elevation letter (100 year flood�lby-California Engineer. . 14. Sanitation and plot plan approval Health Department . ............ -,15. City of Chico plumbing permit. ... " 16. Plot plan and business license _approval from City of Biggs/Gridley. ............. 17. Planning approval,for (A) Use: (B) Parking: . ........ 18. Contact Land Development about (A) Improvements (B) Drainage. ........... - 19. Driveway permit „(construction approval required prior to occupancy). .. ... ... . 20. Pre -inspection for, Pre -Inspection requeV required. . to Building Inspector (Date) 114 21. Contractor's license -information. (No.`Name Style, Classification) . .............. VCertificate of Workrrians Compensation Insurance . .......................... Owner -Builder Verification (Given to owner ,Mail to owner ). .......... . 24. Recorded copy'of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization. ....... f-* .......... 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. Plahsc{c Iy'�. i 33.E f'/��llS O� �XiS?�'NG ...........................719-7, 5 34. r When u issue the ermit rocess as follows: Mail o w ei. Mail to contractor. Telephone/" %�- and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. "' Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). /M #1'1/ OAU, 4�, � 1. Index permit for above items No -E 6. 2. Additional items required: - C q - Pe Qo o - p Contractor, designer, owne�was advised of aboveelquired data by %�Vphone _ mail Counter by Date 'LZ Contractor, designer, o` ner, was advisee of above regin'red data by_ phone- mail ou r by _ Date Plans checked by // fi, , ,qq _� Plans approved by Date Sets of planWon' hold in File cabinet' AP folder Copy - Department of Public Works COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.'538-7541 APPLICATID-ANI' PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 0• _ - 0 (/i] ZONING BUILDING PERMIT OWNER A Go51/372 TELEPHONE SO. FT. OCC. BUILDING VALUATION Z L OWNE 'S MAILI ADDRESS Ci d 39,p f f CIO, eieeen 230 G CONTRACTOR'S NAME eeG , e1C Ld A✓S7 . TELEPHONE CONTRACTOR'S MAILING ADDRESS 29(0 c)/�'u G lW it C7 %Sg 6 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ o� LENDER'S MAILING ADDRESS Filing Fee $ 15,00 Permit Fee $ . S v ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ -7s ARCHITECT OR ENGINEER'S MAILING ADDRESS Energy Plan Checking Fee $ Penalty $ BUILDING ADDRESS I / AlV /n' V /�/ / 1. Permit fee $ fit" PLUMBING PERMIT Filing Fee 15.00 Each Trap 1 5.00 Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each pas water heater or vent 7.00 s USF STRUCTURE SF ❑, Duplex[]Mobilehome Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I GJWJ 15.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilitf s ❑ Inst Ilation❑ Other F-1Permit Describe work: O &W r CO diff Ves Ai104 G��/iGC Fee V Contractor ELECTRICAL PERMIT Filing Fee 15.00 I Main service 200A OR LESS 18.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (Check one): El am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification ❑ 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. -(Sec. 7044) ElI, as the owner, am exclusively contracting with licensed contract - ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1000AI 37.50 NEW CONST. ( M DWELLING OCCUP OR ACDNS. l ACC. BLDGS. / 3.54 sq.ft. NEW CONSTR UL I.OUTLET NON.RESID BRANCH CIRCUITS) @ 5.00 POWER APPARATUS f! (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES20 76d RAL 0 ARA FIXED APPLNS. OR EX. Occup. OUTLETS (RESID.) EA.) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring -15.00 Permit Fee $ WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit -is for $100.00 (valuation) or less. ❑ I have placed -on file with -the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Coolin 9 I Hood 6.50 I Ventilation permit Fee $ Contractor 1 certify that 1 have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating .to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. XThis Date Signature of Applicant — Owner❑ Contractor Agent ❑ An OSHA ons over 5'0" deep and demolition or construct- ion of structures toverr39stories inheight. Mobile Home Installation Fee S Energy Inspection Fee $ Dcc CONST TYPE TOTAL FEES �y I HAz I DFEES I IMP FLOOD I COf I PARC PO HD ISSUE I permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date Receipt No. �2 / WHITE-O.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT ' N ,.X; U �r N p O O ri as 'CS r—I O +� 4-3 Lr N N 4-3 O E N N 5 a rTi 04 c6 O N � c O a '7:3 x N U c c •ri UN,n rU (� n C. cz 'r7. .. .. N cz ,.X; �r N p O O ri as 'CS r—I O O a 5 a rTi N � F O v] x � x N cz -- �' _4 c PERMIT N0. .' _ 3609-77P,E Ld /PERMIT EXPIRES �O F !OWNER Robert Gruber CONTR. , owner LOCATION (A.P. 62-07-402 I 1 App. 1/8 mi.otf E/S Old Bloomer Mt.Rd., Berry Creek r I r Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E ? Temp. Gas Serv. Called PG&E ,^ � `h 7 B /Fl / 7 E. NA ra (Date) (Signature) COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS ' BUILD G INSPECTION RECORD BUILDING I BUILDING (Cont'd) PLUMBING Setback Firewall Soil Piping Forms Parapets 1st Floor Main Bldg. Restroom Finish 2nd Floor Footings Windows J 3rd Floor Stemwall Siding To out Slab Roof Sheathing Water Piping Piers Roofing V Sewer Garage Fdn. Vents. Fixtures Footings Stemwall Garage Vents Insulation Water Htr. Heaters Slab Carport Footings handicar peddhysical Conformance o ex. structure Appliances Gas Piping Test Temp. Gas Slab Final Sanitatio Patio FIREPLACE Final Footin s Footing ELECTRICAL Masonry Walls Throat Rough Relnf. Steel Final Fixtures Bond Beam FIRE SPRINKL Motors Framing Test Water Htr. Stucco Final Subpanels Mesh fAECHANICAL' Grd. Fault Prot. Scratch Heating Service Brown Cooling Temp. Pole Finish Ducts Under roun Interior Lath Ventilation Pennane Door Closer Final Final MOBILEHOME UTILITIES ------------------ Elec. Service ;)Q O q Pedestal �p SQL /N Water Piping '_ , Sewer — eo-5%J Gas Piping MOBILEHOME INSTALLATION --------------Support /O,(, ) ' c-„,— Elec. Continuity "7 37.7 6-77 Water Piping/L9/ Cc.JLDrainage Gas Piping DATE fl - 31 "7 / REMARKS OR CORRECTIONS L<D t--� OSS! (c 1 ! �F— 71-6 uJ kr--� L ,1 sP i 7*>,q�-A �/T^-/r q r�va�sn %3,�ie ,=mays -F0 (NOTE: An entry must be made on this form each time you visit the job site.) 9. Electrical A. Is service large enoiiglt to provide adequate amperage to mobilehome. (.must equal rating of mobi.lehonie (aitlia..::iinuuam,of 100 amp) and other faciliti_eis on lot, i.e., water pumps, g �rar,e, cab.lna, c rc.`' YesNo_ B. Is then--� proper clearances around panels? Yes o_ / C. Is power s'upply.cord or feeder assembly properly fused? Yes_ No_ D. Is continuity test satisfactory as per the following procedure? Yes I' No_. -1!De:-energize electrical wiring system of the mobilehome at the pedestal. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. Switch all brealcers and switclies in the mobilehome to the "on" position. 4 Connect one i( -.ad of a test instrument to the mobilehome grounding conductor and /- , _C, , apply tine Gt.u.�'L a.�au %� GS%ai CiiUu1..��tiiiiie siip�rty CunuuCtoi':, 11ii.aiiulTig liei\i.rld. 5/All nor, -current, carrying metal parts of the mobilehome (aluminum siding, gas line, / water line), including fixtures and appliances, shall be tested for continuity from such equipment and -the grounding conductor. ~ Upon completion of: the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity te.:;t shall then be'n.ade between k'. -.he grounding electrode and the chassis of the Viohileliome. Upon satisfactory completion of theelectrical tests, the lot or site service equipment may be approved for energizing. __ I;; job card signed by health Departmeat for water and sanitation? 4 . If everything okay, sign off card and ta,; services. 'MOB ILi::i?Ul^,E DATA Manufacturer and/or Namestyle LC S Length G� Width � O x �.S- 77-7.6— Vehicle Serial No. State Identification No. CA A&,;tional Infoi-nat..ion or Comments: 61's-,,41_6 ii0}31:+,1:IiU.tl3 I14S`LALLATION INSPECTION CHECK LIST 1. Is the mobilehome located withequired separation from lot lines and buildings and generally conform to plot plan? y( �No ?, Dees the mibil.ehome have requir6d clearances above ground? (Sec.5085) Yes NO 3. Are foot.in,s and supports properly sized, spaced, and braced asapproved plans? (Note possible varication at spring shackles.) (Sec. 5082 & 5083) Yes__ No 4. Is the mobilehome level.? (Sec. 5088) Yes—' ---No 5. If. mor nan a single unit, are crossover connections properly installed? (Sec. 5088) Yes r/ No h. Water A. is flex' le connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. Test - Does water piping withstand working pressure or 50 lbs. air test? Yes< --No C ow - If coach is not State of Califqxnia approved, does station have backflow device Intrpressure-relief valve? Yes No 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes'`�No B. Does it have minimum;" per foot slope and is it properly supported? Yes— No C. Are any leaks detected in drainage system after running 3-ga ons of water through each fixture including washing machine standpipe? Yes No G IgH–coach is not State of California approved, does station have required trap and vent? Yes No 8. Gas Piping and Gas Vents A. Connecto - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome onnector not more than 6 ft. �1p ng? Note: All piping is to be at least as large as the obilehome gas line inlet wi,`out reductions other than the mobilehome connector. Ye No �� B. lest OK as per follaing procedure? es No1. Open all applianc connector va es. 2. Shut off appliance bu,�Ter and/pilot valves. 3. Air test with manometer t 0"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calib ed in tenth pound increments. Test for 10 min. without drop. 4. Connect: gas meter to/operly ilehome wi h connector, turn on gas, test connections with soapy water. C. Are all appliance vents installed? s No COUNTY OF BUTTE DEPARTM_ENT,OF'PUBLIC WORKS TCOUNTY CENTER DRIVE ,OROVILLE, CALIF. - 534-4541 'CERTIFICATE OF OCCUPANCY This mobilehome has been installed-in^accordance with the requirements of the California Administrative Code, Title 25, Chapter 5, under permit number -J 2Z6 3- %7 for the following location: Al/ O 7' 2-1 bahtEj-- MT Owner Owner's Address 8� 6ePO Mobilehome Mfg.kOS 41DIW ES i crC Model %� 'Year _ 11. r Insignia No.0- i Lr O(.5 -//$ i C_/4L— o(-:y/y Serial No. ""t It is hereby certified for occupancy at the above described location aild may be occupied. / / Directorlof Public Workksf c Date!y�.�-* N -_•By �Va, THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED 2 •COUNTY QIF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County -Center Drive — Oroville, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT -9 10,17 BUILDING Owner SQ. FT. OCC. BUILDING VALUATION Mailing Address Telephone No. Fireplace Contracto - E Total Valuation -�` Mailing Address / Permit Fee Plan Checking Fee&/or Penalty Tele one No. Permit Fee Building AddressPLUMBING No.1 @ I FEE PERMIT FILING FEE J$3.001 Each Trap1 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 Each gas water heater or vent 1.50 ��►y A. P. No. • _ Lto Zoning & Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F s W.C. Sarrrt'�ri FireDept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration parcel Ma P 60' R/W ImprovementsLawn sprinkler system 2.00 ec Parcel provol Plans Approval 41-01, Permit Fee $ is NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 76 1 -- 7:2Main service 10000 AMP LOR ESlS .E55 5.00 Main service EA. ADD -L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER 600V 1100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW CONST. I DWELLING OCCUP. & OR ADDNS. ACC. BLDGS. ) 22 sq ft NEW CONSTR. MULTI.OUTLET NON•RESID. BRANCH CIRCUITS) 2.50ea NEW CON5T. POWER APPARATUS &) NON•RESI R D. (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 nam le of �Ex. Ex. Occup(OUTLETS OR FIXTURES) BAL@ 1 09 )st' FIXED APPLNS. OR Occup.(oTs SID.) EA2.00// Temporary service 10.00 Mobile Home Facilities 15.00 License N Classification — Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the State of California. Permit Fee $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating � ) ) construction, and hereby MECHANICAL No. @ FEE PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ R TOTAL PERMIT FEE $ _RD 100 aUUIUrrLC representativ6tipfthe CouRty-of Butte to enter upon the above- r rips purposes. X Date 717 Signature of P rm ee o'i Agent Receipt No. 17 03cl a- White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have bee d. DIRECTOR OP PU LIC WORKS By ? Buiding permit expires Date 7d MOBILEHOME SUPPORT DATA Mobilehome Mfr.6�n &&MjO5 .JCr Setup Model No. D Year 7� Width (ft.) Length=��-- (ft.) Expando Size /(% ft.x �ft. (Draw support details below) On all mobilehomes,tmanufactured after October 7, 1973, furnish manufacturer's installation manual and structural setup sheets :(if. not .on file with the County of Butte) . Sin le . = Footings -(check.one) Wood : either . i pressure treated or Center Center Support fdn.`grade.:: Support Footing Sizes Locations (in.) :. /,�[ 2. -.Concrete pad. • T 3. : Other, -: specify — — — — Supports (check one) Concrete block r--� 7_72. Concrete piers 3. Steel piers .... .. ................... 4. Other, specify 4...... .......... /Il fte ine Typical Support /030 Footing Size - in. Y C3 -n. L E.uTE,� S4 P P6 *If center piers are other than drawn above, vu.4tr s �,✓s� ,puC7��,✓s !'h,��,c/FD 23� draw in locations, spacing, and dimensions.D6- ' BUTTE COUNTY BUILDING DEPARTMENT APPROVED �a-- a BUTTE COUNTY DEPARTMENT OF PUBLIC WORKS 7 County Center Drive, Oroville,.CA. PHONE: 534-4541 MOBILEHOME INSTALLATION SHEET 1. Owner's name: 2. Installer's name: 3. Is the site currently under permit? Yes / �'%'`� No —L ( If yes, furnish permit number C�� - d �%� ���') OR Is the site an existing site? Yes / / No (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away From septic tank and leach fields and clear of all setbacks and easements? Yes / No (If no, clarify ) 5. What is the mobilehome electrical rating? ----------------------- /-S76 Amps 6. What is the mobilehome site service rating? --------------------- 02 Q�dAmps 7. What is the mobilehome site circuit breaker rating? ------------- �C:/ _ Amps 8. Is there any other electric load to be served by the.mobilehome site service? Yes No (If yes, identify the load and size: (Load) (Amps) 9. What is the mobilehome site gas pipe size? ---------------------- NQ,y (�.) 10. What is the type of gas service? ----------------- 11 ------------ Natural / / LPG 11. What is the gas pipe length from meter or tank to the mobilehome? (ft.) 12. What is the mobilehome gas demand? ------------------------------ (BTU) (This information not required if pipe length less than 6 ft. on natural.gas or less than 50 ft. on LPG.),-, ' COUNTY.OF_BUTTE — DEPARTMENT OF PUBLIC WORKS nn �% ` - 7 County Center Drive — Oroville, California 95965 U�— 7/ Telephone: 534-4541t(/ APPLICATION AND PERMIT 1/ • •- ��r.�..acna�c.0 vc.� v a— vvu., ay U OU uc tV CIIICI ULIUII lllc above-mentioned property for inspection purposes. Date Signa ure Perm�l ee Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIR•�T OF PUBLIC WORKS `�/✓% B Date_1` it expires Date '7--, BUILDING Owner, SQ. FT. OCC. BUILDING VALUATION Mailing Address < Telephone No. Fireplace Contractor , Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee Building Address , I PA o Id 10 PLUMBING No• @ FEE PERMIT FILING FEE $3.00 3'" Each Trap 1,50 US �YCJ�1 ` ,76 Repair drainage or vent piping 1.50 Water piping 1.50 10 ,0,1) b�figoxksEach gas water heater or vent 1.50 A. P. No. 6 s ® _ Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 Fees W.C. Fire Dept. Fire Zone Use Permit Building sewer 5.00 0-09 EQA Pa ng arcel Plans Declaration parcel aX 60' R/W Im r p ov ents Lawn sprinkler system 2.00 �/ Bldg. Plans Recd Parcel p7�provol Plan Approval Permit Fee $ z3" $ 37 `— NEW NEW ❑ ADDITION ❑ UTILITIES OTHER ❑ ELECTRICAL No.1 @ FEE PERMIT FILING FEE $3.00 3, OR LE Main service 10000 AMP ORSLESS 5.00 , Main serviceV EA. ADD'L 100 AMP 2.50 Single Family ❑ Duplex ❑ Mobil Home a Others ❑ OVER 60Q Main service 1100 AMP OR LESS 25.00 Main service EA. ADD'L 100 AMP 1.00 NEW OR ADDNST ( ACCLBLDGSLING O.CCUP. &) 20sgft NEW CONSTR. (MULTI -OUTLET NON.RESID. BRANCH CIRCUITS) 2.50ea NEW CONST. POWER APPARATUS &) NON- R 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: 1 r 4 hoo IF Ex. Occup(OUTLETS OR FIXTURES)®250 BAL�1 Ex. Occu FIXED APP LNS. OR P•(OUT LETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 J rW License No. Classification Misc. Wiring 6.25 —,-R1 am exempt from the Contractors License Laws of the State of California. Permit Fee $ „SO $ WORKMEN'S COMPENSATION INSURANCE 1 am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑ I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. I certify that in the performance of the work for which this _ permit is issued I shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No. @ I FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby �V) TOTAL PERMIT FE $ • •- ��r.�..acna�c.0 vc.� v a— vvu., ay U OU uc tV CIIICI ULIUII lllc above-mentioned property for inspection purposes. Date Signa ure Perm�l ee Agent Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIR•�T OF PUBLIC WORKS `�/✓% B Date_1` it expires Date '7--, NOTffi=All Materials & Workmanship Shall Be in Ao@erdgnc-e with Recognized Good Practices and ®f P 9yP.lit prescribed for the Specified use in the Uniform Bu (ding, Plumbinga & Mechanical Codes and the National Electrical Code, �O i Septic system and 6esli 'v �+# to be as p•`t� utte County Health Dept. Re. �uirements. tdkov eAve \Note i� khe W. i LP p,,pevt`oo ,`F, • ' This set of plans _..4 " MUST 6e kep-• on the fob of a'l t?r^Bs and it is 'unlaw':a to make any 6.!rn:,; or a!teretions on same without r � wl'ii,ien p:rn: ssio;� .torn One Department of Pub - k vgprks� County of Butte, 130s-.6-1 TIS. Setback shall be 5 ft. from the 04 pr.vp@t y line and 50 ft. from the Ppnt@rline of tho road, permitting'a maxi- mum of a 2 ft. eave overhang but entirely out of qll easements. ,64 Grct4vi b,10 ��f.2- o7 - 3 77 _ i connec r be �?X �askoxx s� Nt �\� located within 4 ft. outside the rear third section of the mobile home ft �( 'r on the left (road) side of the mobile JI home. a BUTTE COUNTY BUILDING DEPARTM' APPRO EU 6' . A. t � w PERMIT NO. 21 52_=7FiR Pte. PERMIT EXPIRES x)OWNER Richard Olsen .�� CONTR. Gene Dill, Oroville _ S LOCATION (A.P. 62-07-377 port. NIS Bloomer Lookout Rd., app. 2 mi. from Berry Creek Sta. Rd., Lot #3, Oroville r r 1 � t r '07 ' F 7 t I ' S t r 1 Temp. Power Pole Called PG&E Temp. Elec. Serv. Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED • (Date) (Signature) t Setback Forms Main Bldg. Footings StemwaII ' Slab Piers Garage Footings Stemwa I I Slab Carport Footings _ Slab Patio Footings Masonry Walls Reinf. Steel Mesh Scratch Brown Finish Interior Latl Door Closer DATE' COUNTY OF BUTTE — DE,PARTMENT OF .PUBLIC WORKS n BUILDING INSPECTION RECORD BUILDING BUILDING (Cont'd) PLUMBING Firewall Soil Piping Parapets 1st Floor Restroom Finish 2nd Floor Windows 3rd Floor Siding To out Roof Sheathing Water Piping Roofing Sewer Fdn. Vents Fixtures Garage Vents Water Htr. Insulation Heaters Prov. for physically. handicap ed Conformance of ex. structure Appliances Gas Piping& Test Temp. Gas Final Sanitation FIREPLACE Final Footin FIRE SPRINKLEF Test Final MECHANICAL Heating Cooling Ducts Ventilation Final REMARKS OR CORRECTIONS Water Htr. Subpanels Grd. Fault Pr Service Temp. Pale Undergroun Permanent Final (NOTE: An entry must be made on this form each time you visit the job site.) ELECTRICAL 620 T 21 / Y•n� Tax Area Cade W ! J i 1_•M wr3 AC 1 5Of . fi 76 I ; i34-29 AC. 644.24 644.24 v 644.? 644.23 40AC- I I 95 48 AC ; 14 102 ,� J9.B9AC l 9.B9AC.� 9.88A $.&SAC +� 3si • 'ROA It J).4 34.58 AC g794AC- 362 6°W I t c .7r/49A %C Ste/ <1G - � mc s83.63AG.2a.o 2q - 374 49. //A/G. --'•'— t l/3.52 AC1!' 87 cr 80 4c. I g; (53'17. w- 560 ' PINE.. cRes is rA its1•� U ) aG_� 38 0.874C. O.05A 8 40AC. ;t 40AC. S 1.48 AC. �- B O. BOAC P /107.7/ 2534763 - ---- -- - -- - - .---._ M52_6B N88 29 i 08N / B B° 19 9 3 2493-05 3Fj 11.5074C - 11.50 (Dg Qi -36 g . tStY/)9.23ACj � 40AC aO X. --� ry 3e . � 6� ! t 37. 4.4c. n I 1 t I/J I lots.? - - - — - — - ,f ! e. 2 u. 3 /04.85 AC. MN 9.23AC j] l30 9j t 5 35 I � 9/ 75.4C 90 5AC � 606.5 , yJ 1 C . f t f 1.3/AC �9.23AC E 3 91 4. 63 _ / ; a 6 2 0_4.6., t/�J� �' \ 2.9,9 _ I-----2189. 01 ;• 1 " 6 .3 C. BO 40AC FYI ,1 COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS 7 County CenterDrive — UFoirille, California 95965 Telephone: 534-4541 APPLICATION AND PERMIT(�— J cnaci uNvn uic above -menti ned property for inspection purposes. x Date Signature of Permitee or Agent [� Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. ' DIRECTOR OF ABLIC WORKS BY Date ilding permit expires Date ��l(- BUILDING Owner f1Gµ (� OLS SQ. FT. OCC. BUI DING VALUATION Z.O Mai I i ng Address . Telephone No. f Fireplace It j (� Contractor Total Valuation Mailing Address ��' AIL �� ' Permit Fee g��Q Plan Checking Fee &/or Penalty Telephone No. t2 Building Address �� Permit Fee $ PLUMBING No. @ FEE PERMIT FILING FEE( -,;10$3.00 , 'FEE-0mEach Trap 1.50 ®® Repair drainage or vent piping 1.50 ' Lar Water piping 1.50 , p Each gas water heater or vent 1.50 A. P. No. Z� �� -� �j1]% �E3Q.'r' Zoning &Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 F an' n Fire Dept. Fire Zone Use Permit Building sewer 5.00 EQA Parking Plans Parcel Declaration Iia 60' R/W Im r p ovements Lawn sprinkler system 2.00 Bldg. Plans Recd Parcel Approval ns Approval Permit Fee $ 10.s& $ NEW ADDITION ❑ UTILITIES ❑ OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 '3,pp Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA, ADD'L 100 AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ Main service OVER 600V 25.00 loo AMP OR Main service// EA. ADD'L loo0 AMP 1.00 NEW CONS. OR ADDNST ( ACCLBLDG go' 20sgft NEW CONSTR. (MULTI.OU L T NON.RESID, l BRANCH CIRCUITS) 2.50ea NEW CON ST R. POWER APPARATUS &) NON.RESID. (SWGLE 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 styIe '7. /,U��.q/.i/ Ex. Occup(OUTLETS OR FIXTURES)®@ BAL1011 FIXED APPLNS. OR EX. OCCUp.( OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License F�� No ,> c+l,J 7%,,� Classification ��-= Misc. Wiring 6.25 ❑ I am exempt from the Contractors License Laws of the'State of Califomia. Permit Fee $ `2, (co $ A 2 (oC 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 @ I FEEPERMIT —No.1 FILING FEE J$3.00 Heating Cooling Ventilation Hood .2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby ., TOTAL PERMIT FEE $ cnaci uNvn uic above -menti ned property for inspection purposes. x Date Signature of Permitee or Agent [� Receipt No. White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. ' DIRECTOR OF ABLIC WORKS BY Date ilding permit expires Date ��l(- UNIMORININ loll llj,� 0,41*11M,li oy coum r.i EPA WijLDING Dr- MUM - At, At -\00 joi T,, rcor IG q1t u oe R, BUTTL COUNTY BUILDING DEPARTMENT LU. APPROVLU. �fi9�tq��Wlt��awl�irtl x.ns� �iw n,,, b s ry .. .�,....t....�a..�.,..�....u.....,,,,a..... . "'a. .j y„''"x I '� �� �� > � �� �`�"' ,;� �i'�J e f � � Bt *� ��,� :� �.�.�,.rw.�._--. �a �� ,� �. 4 ^y i�� �4 �� �•,,, � �. �,�e S >,� �� �� ''�a ,r" t� z� WU -rf E CO U NT4 IND IWILDING DEPAIT, t APPROVED v 4V CIOUINVIV E PArms A r-� imrr-: r _ n i` 71lA, Vftroil I Post �� 13 Ile 1 1 , cJ - - ------ -- ----- — -- -- - - - - - -- iijilt"Jilifil", P, B "is TER NO. 14275 4F At, V. TUC ............ C 1 hereby cenItY that this pian,'s %000 � E ss�4 I'll, NE -10 Ccltll. Or "'Port was prqpare�f :Dy &V PROAI�p me -T u 4 Or under Mv direct su•pervision and co TUCKER that I CIM 0 duly Rlsgi�tered Profes- ENGINEER R. F. % 0 sional Engineer under the laws o . C�) of the --- t� : TUCKER 4. No ROE SS NAL Lu z LCIBO ES EVALUATION REPORT NO ER -2621 P ENGINEER Nule or Inn :z5* - 0 0 a qso�a. � �r_ 1�. "- 1 1 40222 NINEER - - ,: r, r-�Q -. t P m'! 0 • 01PAGES NE"' -u "'Italia% 2 PAGES Q�h�assana7 fn 1,44 'r % % 21152 2 PAGES R. F. TUCKER ned 1 PAGE NA. W. No. 11458 0 A W DRAWING 97GN01 97GN02 97SCOl 97SCO2 97LT01 97LT02 97LT03 97LT04 r77 li R. F. TUCKER a. !k, * Zb No. E-5170 3�793 1� CNSO . 'p 0 TABLE OF CONTENTS ------- % Al N o. 21' :: F 0% IUCKi� 61- 0 UN GENERAL NOTES ............... ��C) TANq (p M RAYMOND I RAYMOND F. : : C�l R. F TUCKER TUCKER STRUCTURAL CONFIGURATIONS - TUCKER Cm was. .: -n x % N1JM,8ER 13084PE a, CG Civix. ............ s E314 1.0 ROOF PANEL SPANS AND OVE HA TIO A IAL STIR 0 O�'/OIVAL �p - 1�v , \\%Xi . 'OFr-3sm w, 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES AN �9 \1 e+a�k. �, , Al ' �,C- eqsej N�W a), S T '\� 3.0 FREI-E�9TANDING-AND ATTACHED COMMERCIAL STRUCTURES SEAL R. F. TUCKER SIONAL E-61529 .PROFES 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES o �%�&PE 4074INET 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES�`mRmekrek "Slo?At 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTUR� C C r* c. W ITF t' E C G -r rIRZ, F TU 41 4 085 CO NENT PARTS AN CTION DETAILS .4 TUCKER Ar-luc U 14 DING, D E AOITA4 (VjR . V,!" 'o \AG, .............. 84'40 r A. PROFES51 1, A, 84,1 0 6362 OREGON R. F TUCIK�Pk, ~ar2101NR. F TUCKER ........... -- YLy lrr�% -NGINEERI 11 01 .0 z; • OF 10ti`14 A I - Sr 2.z. 4 ev U COMPONENT 8'N4,PONNECTION DETAILS FORft 04ttIMMERICIAL LATTICE STRUCTU No. 7984II sy s" T '0 #1 - AA - R. F. TUCKER .7/ 4 A, ST iS 10 No. R F. 7E OF No,6o88018S NO. 8143 6OW18-0, J K Fid NO, 9143 PROFESSIONAL Date PROFESSIONALa7mv. �Q I N % GIN 0 OF F Buumc PRODUCTS, NG 1 140 ALL 0465114 DRIVE . I -- 4 ELKHART, IN 46514 I' IN REPORT ER -2621 P EYALUATION �R�� ;- )IAWt'F- ifA(W \c 15E 12733 1833 GENERAL. NOTES: (CONTINUED FROM SHEETNO. 1) NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARITIES COVERING AT LEAST 20 PERCENT OF THE GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE "C" HAS TERRAIN WHICH IS FLAT AND GENERALLY OPEN, EXTENDING ONE—HALF MILE OR MORE FROM THE SITE, IN ANY FULL QUADRANT. 5. CONCRETE MIX: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE COLUMN LOAD IS 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3,5 INCHES THICK AND. NO. CRACKS WITHIN 2'-6" OF COLUMNS. COLUMNS SHALL BE SET BACK A MINIMUM OF 4 INCHES FROM EDGE OF SLAB. 6. FOOTINGS HAVE BEEN DESIGNED FOR CLASS 5 SOIL. ALLOWABLE SOIL BEARING PRESSURE OF 1000 POUNDS PER SQUARE FOOT. STRUCTURES SUPPORTED BY FLAGPOLE TYPE COLUMNS ARE NOT ADVERSELY AFFECTED BY A 1/2 INCH LATERAL GROUND MOVEMENT AND FOOTINGS FOR THOSE STRUCTURES HAVE BEEN DESIGNED FOR AN ALLOWABLE LATERAL SOIL BEARING PRESSURE OF 200 POUNDS PER SQUARE FOOT PER FOOT OF DEPTH. SOILS OF ORGANIC CLAYS OR SILTS REQUIRE A SOIL INVESTIGATION AND SPECIALLY DESIGNED FOOTINGS. FILLS MUST BE PLACED UNDER A LABORATORY CONTROLLED COMPACTION SUBJECT TO APPROVAL OF THE BUILDING OFFICIAL. 7. ALUMINUM BOLTS TO BE 2024—T4. 8. COMMERCIAL STRUCTURES MAY DE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION Ill PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. 9. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 10, STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED "AN" BOLTS. 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 DIVISION III OF THE UNIFORM BUILDING CODE. 16. HEADER SPLICES SHALL ,NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. 17. PATIO STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. 18. STRUCTURES MAY BE ATTACHED TO, RAFTER OVERHANGS PER SCHEDULE. 19. !THERE ALUMINUM ALLOY PARTS ARE IN, CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED :STEEL, OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH U.B.C. SECTION 2004.3. 20. ALL SCREWS CONFORM TO ANSI B18-6-4 AND SAE J933. GENERAL NOTES FOR LATTICE STRUCTURES: (PERTAINS TO LATTICE STRUCTURES ON DRAWINGS 97SCO2 AND 97LT01 THRU 97LT06.) 1. SEE GENERAL NOTES, SHEET 1, SECTION 4 FOR LIVELOAD AND WIND LOADS. 2. OPEN LATTICE STRUCTURES SHALL NOT BE ENCLOSED. f J , LIJ NO. 2 i EN NE RS STAMP key' :r I to � J. �.. A R l tt!!Engineering Servica3 1140 All Pro Drive Elkhart, IN 4014 IC90 Es EvALWON REPORT NO. ER -2621P fGENERAL NOTES NAME ttt �I ar • F � Box WA ii =R .1ATTICE OVERHANG 16' 'R�'!\ RAFTER NOTE: SEE TABLES 4.3, 4.5, 5.3 AND 5.4 MULTISPAN FREESTANDING s' MIN. O'HANG LATTICE STRUCTURE 11I��� EE RAFTER NOTE,�^`H ���• 4� 91V e). RAFTER SPS A SPAN) OR MORE SPANS —2- x 6 1/2' OR 3' x a' ALUM. RAFTERS 0 24' O.C. aDURYN , f Mi . AP COLUMN HT.° ed OF CLEAR SPAN F pw �1 3'x e'x 12 GA. if �Yj�T tip STEEL 'C' 8F4M s�' FOR BEAM WRAP DETAIL, SEE SHEET 97LT03,,N''r� DETAIL 'L23'. �, i ti 9/y✓/J S OPT. 3 1/2' CONC. SLAB--� �ti 4z yp FOR FOOTING SIZE -SEE SEE SCHEDULE W 'wcCJ/ � �_ 'd' NOTE A 2" X 6 1/2" OR 3" X 8" >IF ALUM. RAFTERS w 24" O.C. LATTICE: o.018" x 1 1/2" x 1 1/2" ® 3" O.C. MINIMUM ORc9' COLUMN T SPACING OF 2 "x 2" 0 4" O.C. MIN.fLo SEE SCHEDULE FOR �°F °�� �PLm,`� COLUMNS. ALL COLUMNS �°L'sT ' "'N TO BE INSTALLED VERTICALLY. OPT. 3 1/2" CONC.? 1� MAY HAVNS ORE THAN SLAB. a OPTIONAL 3 1/2' CONCRETE SLAB. 1-1/2'0 X b' LONG „ I' PLACE 1- 1/2" OX 8' MUI TiSPAN FREESTANDING STEEL BAR SINGLE SPAN FREESTANDING STL BAR AS SHOWN MUCTUB SEE SCHEDULE FO d' LATTICE SE T R SEE SCHEDULE FOR FOOTING SIZE FOOTING SIZE. ESS DATE REVISION DATE REVISION TW TW TW TW TW TW TW �p T !T FAY GVERHANG - H -i ��� ' Engineering Services ❑'HANG -0-- sz NO. OAe 1140 Ali Pres Drives Elkhart, IN 46514 MIN BY: A JF ICBG ES EVALUATION REPORT NO. ER -2821 P G�t�4% NONE OR PART STRUCTURAL CONFIGURATIONS FREESTANDING STRUCTURE ATTACHED STRUCTURE NAME c 111w11 r c-ra ,p _ ,_ 07crr» 9 nF 2 <GYiilk9�i�II I:�,i.Itaa,lx e , _q9 a n onnl= PANF1 SPANS AND OVERHANGS FOR PATIO AND COMMERCIAL STRUCTURES 3112" x 12" ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 90 OVER LOAD "Y (PSF) (IN) MPH MPH HANG 10 0.018 15-T 16'-2' r -1o" 0.018 0.024 18'-8' 18'48" 8'-7" 0.018 0.032 20'-6" 27-6" 9'-6" 0.01E 0.036 21'-4' 21'-4" V-10" 20 0.018 11'-11" 11'-11' S'-9" 20 0.024 13'48" 13'48" 6'-8" 30 0.032 15'-11" 16-11" r-8" HANG 0.036 1r -(r 1 T-0' T-10" 25 0.018 10'-9" 10'-9" 5'-2" 20 0.024 12'3" 12'3" 6-11" 60 0.032 14'4" 14'-4" r-0" 9'-7" 0.036 164" 16-4' T-3" 30 0.018 9'-10" 9-10" 4'3" 13'4' 0.024 11'-3" 11'3" 5'-5" 0.020 0.032 13'-1' 13'-1' 6-4" 30 0.036 14'-0" 14'-0" V-10" 4o 0.018 V-7" V-7" 4'-1" 16-8" 0.024 9-10" 9'-10" N-9- 11'-S" 0.032 1 V -F 11'-5" 5'-0 12'-7" 0.036 12'3" 12'-3' 5'-11" 60 0.o18 r-1" r-1" 3-4- T-11" 0.024 V-1" T-1" 3-10" 6'-8" T-1" 0.032 9'S" 9'S" 4'-6" 13-1" 0.036 10'-1" 10'-1" 4'-1 o" TABLE 1.1 21/2'x 18" STRUCTURAL PANEL FOR PATIO COVERS LIVE LOAD (PSF) PANEL "Y (IN) 12' HEIGHT 70 90 OVER MPH MPH HANG 10 0.018 12'-4" 11'-11" 5-9" 20 0.018 VA W 8'-10' 4'-3" 25 0.018 8'-0" V -T V-10- 30 0.018 T4" T-4" 3'-8" 40 0.018 V-5" 6'S" V-0" 60 0.01E 4'-10" N-10" 2'-5" TABLE 1.2 2 1/"2`x12' STEEL PANEL DESIGN SPANS FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 90 OVER LOAD "Y (PSF) (IN) MPH MPH HANG 10 0.0120 14'-8" 14'-8" 5'-1" MAX 0.0149 16'-2" 16-2" 5'S" 20 0.0120 8'-4' 8'-4" 4'-0" LOAD 0.0149 11'-8' 11'-8" 4'-4" 25 0.0120 6-9" 6-9" V4' 20 0.0149 10'-8" 11Y-6" 4'-0" 30 0.0120 5'-7" 6-7" 2'-9" HANG 0.0149 7-r 7-7" V-9" 40 0.0120 4'3" 4'3" 2'-1" 20 0.0149 8'-4" 8'-4" 3'S" 60 0.0120 2'-10" 2'-10" 1'S" 9'-7" 0.0749 5'-70" 5.10" 7-11" I AZLL 1.J 2 112" x 6" ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 90 OVER LOAD 'Y (PSF) (IN) MPH MPH HANG 10 0.018 13'-3" 13'-3" C -b' MAX 0.020 14'S" 14'4" 6.11" 70 0.024 163" 163" T-10" LOAD 0.032 18'-8" 18'-8" 8'-7" OVER 0.036 194' 19-4" V-11- 20 0.018 9-9" 9-9' 4'-8" (PSF) 0.020 1Y-5" 1V-6" 5-0" HANG 0.024 11'-9' 11'-9" 54r MPH 0.032 14'-1" 14'-1" V-10" 20 0.018 11'-11" 11'-11" 111-5" 25 0.018 8-S" 8'-9" 4'-2" 9'-7" 0.020 9'-5" 9'S" 4'-0 V-11" 0.024 10'-7' 10'-7" 5'-1' 13'4' 0.032 12'-8" 12'-8" T-1" 0.020 0.036 13'-7' 13'-7" 6-7" 30 0.018 T-8' T-8" V-7' 5'-2" 0.020 8'-8" 8'-8' 4'-1" 16-8" 0.024 9-9" 9-9" 4'-0 11'-S" 0.032 11'-8" 11'-8" 5'-7" 12'-7" 0.036 12'-6" 12'-6" 6'-0" 40 0.018 V-10" 6-10" 2'-9" T-11" 0.020 6-11" 6-11" 3'3" 6'-8" T-1" 0.024 8'-6" 8'-6" 4'-0" 13-1" 0.032 10'-2" 10'-2' 4'-10" 10'-8" 0.036 10'-11" 10'-11" 5'3" 60 0.018 4'-1" 4'-1" 1'-10" 0.018 0.020 T-3" 6-3' 2'-2" 0.024 T-0" T-0" 3'-0" 6-11" 0.032 V-5. V-5. 4'-0" 10'4" 0.036 9'-0" 0.032 14'-3" TABLE 7.4 3112" x 12' PANEL ALLOW. DESIGN SPAN 21/2" X 8' ROOF PNL ALLOW. SPAN FOR 2112" x 12" ROOF PNL ALLOWABLE SPAN FOR COMMERCIAL STRUCTURES FOR COMMERCIAL STRUCTURES FOR COMMERCIAL STRUCTURES LIVE PANEL EXP. B EXPOSURE C MAX LIVE PANEL EXP --5 EXPOSURE C MAX LIVE PANEL EXP. 8 EXPOSURE_ C MAX 7090 70 90 70190 70 90 70190 70 90 LOAD 'Y OVER LOAD "Y OVER LOAD "Y OVER (PSF) (IN) MPH MPH MPH HANG (PSF) (IN) MP>i MPH MPH HANG (PSF) (IN) MPH MPH MPH HANG MAXIM IUM ROOF HEIGHT 18 MAXIMUM ROOF HEIQHT 18' I MAXIMUM ROOF HEIGHT 18' 20 0.018 11'-11" 11'-11" 111-5" 51-6" 20 0.018 9'-S" 9'-9" 9'-7" 4'4" 20 12'-2" V-11" V-11" V -T 4'-1' T4" 0.024 13'4' 13'-8" 13'-2" 6'S" 12'-7" 0.020 10'-4^ 10'S" 10'-2' 4'-10' F,9" 10.018 0.024 11'-6" 11'-6" 11'-2" 5'-2" 0.018 0.032 16-11" 15'-11" 16-8" T-8'" 8'11" 0.024 11'4" 11'-S" 11'-6" S-6" 9-T 0.032 12'-7" 12'-7" 12'-7" 5'-9" 4'-S' 0.036 16-11" 16'-11" 16-7" T-9" T-11" 0.032 0.038 14'-7" 15'-1" 14'-1" 16-1" 13'-10" 14'-11" 6'-8" T-1" o.o32 0.036 13'-1' 13'-1" 13-1" 5-11" 25 0.018 1174" 10'-8" 10'48' 6-2" 25 0.018 V-0" 8'-0" 8-0" T -T 25 0.018 V-9" V-9" 8'-9" 4'-2^ 0.024 12'-3" 12'-3" 12'-3' 6-11" 0.024 10'-4" 70'-4" 10'4" 4'-10' 0.032 14'-3" 14'-3" 14'3" 6-11' 0.020 9-5" 9S" 9'S' C-6" 0.032 11'-8" 11'-8" 11'-8" 5'-4" 0.036 16-3" 16-3" 15'3' T3" 0.024 0.032 10'-7" 12'-8' 10'-7" 12'-8" 10'-7" 12'-8" 6-1" 6-1' 0.036 12'-2" 12'-2" 12'-2" 5'-8" 30 0.018 9'-10" 9-10" 9'-10" 4'-8" 30 0.018 r-4" T-4" T-4" 3'-S" 0.024 11'-3" 11'-3" 11'-3" F -F 0.036 13'-7" 13'-7" 13'-7' V-7" 0.024 9'-6" 9'-6" 9'-6" 4'-7' 0.032 'IT -1" 13'-1" 13'-1" 6-4' 0.032 10'-10" 10'-10" 10'-10" V -T 30 0.018 T-$^ T-8" 7'-8" T -T 0.036 14'-0" 14'-0" 14'-0" V-9" 0.020 0.024 8'-$" V -V 8'-8" 9'-9" 8'-0 9'-9" 4'-1" 4'-8" 0.036 111-5" 11'-5" 11'-5" 5-2' 40 0.018 8'-7" 8'-7" 8'-7" 4'-1" 40 0.018 6'S' V-5" 6'S" 3'-0" 0.024 9'-10" V-10" 9'-10" 4'-8" 0.032 11'-8" 11'-8" 11'-8" 5-7- 0.024 8'-4" 8'-4" 8'-4" V-17" 0.032 11'-5" I V -F 11'S" 6-6" 0.036 12'-6" 12'-6" 12'-6" 6'4" 0.032 9'-6" 9'-6" 9'-6" 4'-0 0.036 12'-2" 12'-2" 12'-2" 6-11' 0.036 10'-0" 1 10'-0" 10'-0" 4'-9" 40 0.018 0.020 6-10" 6-11" 5-10" V-11" 5'-10" 6-11" 2'-9" 3'3"MO.024 60 0.018 T-1' T-1" T-1" 3'-4" 5'-0" 5'-4" 5-4" 2'-S" 0.024 &-1" 8'-1" 8'-1" V-10" 0.024 8'-4' 8'-6" 8'-0 4'-0" VAT 6'-10" 6-10" 3'-3' 0.032 9'-6" 9'-5" 9'-5" 4'-6' 0.032 10',2" 10'-2" 10'-2" 4'-10" r-10" T-10" T-10" 3'-8' 0.035 10'-1" 10-1 10'-1' 4'-10" 0.036 10'-11" 10'-11" 101-11" 5'3" 8'3" Tw® 8'-3" C .1 AA 8'-3" 2 1/2"x 12" ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 90 1 OVER LOAD "Y PSF IN MPH MPH HANG 10 0.018 12'4" 12'-0" 5-10" 8'-8" 0.024 14-5" 14'-5" 6-7" 4'-0" 0.032 15'-9" 15-9" T3" 12'-1" 0.036 16-5" 16-5' T-6" 20 0.018 V-11" 8'-11" 4'-3" 10'-11" 0.024 11'-6" 11'-6" 5'-3" 0.0120 0.032 12'-7" 12'-7" F-9" 11'-0" 0.036 13'-1" 13'-1" 6-0' 25 0.018 8'-T V -O' V-10" 4'-7" 0.024 lo' -S" 10'S" 4'-10" 8'-4" 0.032 11'-9" 11'-9" 64" V-2" 0.036 12'-2" 12'-2" 5'S 30 0.018 T4" T4" V-6" 5'-3" 0.024 7-6' 9'-0 12'-7" 12'-7" 0.032 10'-11" 10'-11" 5'-0" F,9" 0.036 11%6 11'-6" F-3' 4o 0.018 6S" 5S" T -(r 0.030 0.024 8'11" 8'4" 4'-0' 0.032 0.032 9'-6" 9-T 4'-7" 0.036 10'-0" 10'-0" 4'-S' 60 0.018 64" 64' 2'46' T-11" 0.024 6'-10' V-10" 3'3" 9'.7" o.o32 r-10' T-10" T -T 0.038 020315 8'3" 8'3" V-11" TABt.t 1.9 I Al:= 1.0 2 1/2"x 12" STEEL PANEL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE EL EXP. B EXPOSURE C MAX LOAD r(IN) 70190 70 90 OVER (PSF) 0.018 T14" T-4" T4" MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 8'-8" o.0120 V -r V-9" 8'-9" 4'-0" 9'-0" 0.0149 12'-1" 12'-1" 12'-1" 4* 4" F25 0.0120 T-1" T-1" T-1" 4'-0" 16',11" 0.0149 10'-11" 10'-11" 10'-11" V -O' 8'-2" 0.0120 6-0" 6'-0" 6-0" 3'-4" 11'-0" 0.0149 10'-T" 10'-0" 10'-0" T-9" 40 0.0120 4'-7" V-7" 4'-7" 2'-1" 13'-6" 0.0149 8'11" 8'-4" 8'-4' 3'S" 60 0.0120 V-2" V-2" V-2" V-5- 4'-9" 0.0149 6-2" 6-2" 6-2" 2'-11" OV TABLE 1.7 Y-1 2 1/2"x 18" ROOF PNL ALLOW. DSGN SPANS FOR COMM. STRUCTURES - ROOF HGT 18' LIVE LOAD (PSF) PANEL EXP. 8 EXPOSURE C "1" 70/90 70 90 (IN) MPH MPH MPH MAX OVER HANG 20 0.018 8'-10" 8'-10" 8'-6" 4'-1' 25. 0.018 V-0" 8'-0" 8'-0" T-9" n3 0.018 T14" T-4" T4" T-5" 40 0.018 6S" 6'-5" V-5" --T-W, 604'-10" 8'-8" 2'S" 8'S" TABLE 1.8 T-11" OV V.V 10 Y-1 Y-1 Y-1 -w 12' HEIGHT 0.020 4'-0" 4'-9" 4'-9" 7-2- OVER O.024 6'-$" 6-5" 6'S" V-0" HANG 0.032 8'-8" 8'S" 8'S" 4'-0" T-11" 0.036 9'-0" 9'-0' 9'-0" 4'3" ALT. 2 1/2" x 12" PANEL ALLOW. SPAN FOR COMMERCIAL STRUCTURES SPAN FOR PATIO STRUCTURES PANEL LIVE PANEL 12' HEIGHT 70 90 OVER LOAD "Y OVER PSF IN MPH MPH HANG HANG 10 0.018 11'4" 11'-1" 5'-4" T-11" 0.024 14'-8" 14'-8" 6-8" 10'-11" 10'-7" 0.030 15'-9" 15'-9" T-2" 12'-6" 12'-6" 0.038 16',11" 16-11" T-9" 13'-6" 20 0.018 8'-2" V-2" V-11" 7'11" 0.024 11'-0" 11'-0" 5'-3" V-10" 9-10" 0.030 12'-7" 12'-7" 5'-8" 11'-8" 11'-8" 0.038 13'-6" 13'-6" 6-2" 12'-7" 25 0.018 T,5" T-5" V-6" 6-9" 0.024 9'-10" 9'-10" 4'-9" 0.024 9'-0" 0.030 11'-8" 11'-8" 5'-3" 0.032 11'-0" 0.038 12'-7" 12'-7" 6-9" o.o38 30 0.018 F,9" 6'-9" V-2" 02018 0.024 7.1" 9'-1" 4'-4- 0.024 0.030 11'-0" 11'-0" 5,-o 0.032 0.038 11'10" 11'-10" 5'-4- 40 0.018 5'-11" 5'-11" 2'-9" 60 0.018 0.024 T-11" T-11" T-9" 0.024 0.030 9'.7" 9-7" 4'-6" 0.032 0.038 10'10" 10'-10" 4'-10" 60 0.018 4'-11" 4-11' 2'-3- 0.024 6-6" 6'-6" V-1" o.o30 T,11" r-11" 3'-9" 0.038 9'-0" 9-T 4'-3" TABLE 1.10 ALT. 2 1/2'x 12" ROOF PNL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANEL EXP. B EXPOSURE C MAX 70190 70 90 LOAD "Y OVER (PSF) (IN) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 20 0.018 8'-2" 8'-2" T-11" V-9" 0.024 10'-11" 10'-11" 10'-7" F-1" 0.032 12'-6" 12'-6" 12'-6" 5'-8" 0.038 13'-6" 13'-6" 13'-6" V-2' 25 0.018 T-4" 7'11" T4" 3'-6" 0.024 V-10" 9-10" 9'-10" 4'-9• 0.032 11'-8" 11'-8" 11'-8" 513" 0.038 12'-7" 12'-7" 12'-7" 6-9- 30 0.018 6-9" 6'-9" T-9" V-2" 0.024 9'-0" 9'-0" 9'-0" 4'4" 0.032 11'-0" I V-0" 11'-0" F-0" o.o38 11'-1o" 11'-10" 11'-10" 54" 40 02018 5'-11" 5-11" 5-11" 2'-9" 0.024 T-1 i" T-11" T-11" V-9" 0.032 9'-7" 9'-7" 9-7" 4'-6" 0.038 1o'-9" 1o'-9" 10'-9" 4'-10" 60 0.018 4'-11" 4'-11" 4'-11" T-3" 0.024 6-6" 6-6" 6-6" V-1' 0.032 T-11" T-11" T-11" V-9' o.038 9-0" 9'-0" 9%0" 4'3" I AdLt 1.1L PANEL TO PANEL FASTENING PANEL "Y (IN) #10 SMS FASTENER SPACING WIND LOAD PATIO/EXP 8 EXPOSURE C 70 90 70 90 0.018 9 S 4-8" 7-11" 0.024 11' 6-5' 6-5' 3-11" 0.032 14 5-8" 8'-5'S-2" 0.036 14 G-0" 8'� 5-2" 5-2" I At3Lt 1.13 �ECoul 2.25 h 6.00"~f OA 2 1/2" x 6" ROOF PANEL 2.464"� 12.00"� ® 2 1/2" X 12"ROOF PANEL 2.10" L 18.00" © 2 1/2" X 18" ROOF PANEL 3.500" 12:00"� O 3 1/2" x 12" ROOF PANEL 2.6375" 12.00" VEL 4i1i�4A4i)14liYl� � N;4+ 3 1l A- 2t M RAVIf I%"rM11riT1lMCe 1.0 F REE -S i ANLANG PINYIN H i 1 m%,v 3" SQUARE cAr STEEL 1-11w v 1 4AWv HEADER 1 u1 C v_v ROLLFORMED C BEAM 10" ROLLFORMED G - C SEAAA H G I B13Am 0.027'x 3" SQUARE ALUM COLUMN 7' I SEAM 3" CLOVERLEAF ALUM. 0.040" 8117' ROLLFORMED D HEADER ALASKAN EXTRUDED HEADER 17-0" 512' EXTRUDED HEADER ' TRIB LIVE LOAD TRIB WIDTH AVX COLUMN SPACING FOR ATTACHED PATIO WIDIH MAX. CONS. FOOTER SME MAX CONS. FOOTER SIZE MAX CONS. FOOTER WE MAX. CCN8. FOOTER SIZE MAX CONS. FOOTER 32E MAX CONS. FOOTER SIZE AiAX. CONS. FOOTER SIZE AVX CONS. FOOTER SIZE FREE ATTACHED FREE A7TACHED FREE ATTACHED FREE -ATTACHED FREE ATTACHED .FREE ATTACHED FREE ATTACHED B FREE ATTACHED 10'-9" 26 ON BLAB COLUMN COLUMN COLADA COLUMN COLLWN COLUMN COLUMN COLUMN B 9 6-0" SPACING SPACING SPACING SPACING SPAC143 SPACING SPACING SPACING IU -91 USING COLUMN :A' ALL FTR FTR AIN. FTR FTR MN.. FTR FTR MRN. FTR FIR MN. FTR FTR MN. FTR FTR MIN. FTR PTR ANN. FTR 'tif FTR "�' MIN. 94" 26 MAX COL. DUN -OTHERS 12 9-0" 'd 'd. . COL. 8 9f "d' COL. C 'd' 'd COL. C 'd' N COL 25 1d' v COL. 27 V 'd COL 27 'Yf '1f COI. 4'-9' 65" 25 COL. TYPE B 10'-7' 26 ON SLAB C 9-T' 25 TYPE C M 6-9' TYPE (FT) 20 M TYPE (FT)TYPE 22 C 81-8" FT 22 C TYPE 6-0" M 22 TYPE B M 25 TYPE C T-9 23 C 4' 8'-0" 10'd' 30 4 6-1 D" 4'-10" 6 6-8" 25 20 C 23 23 C 14 6_9" 4'4" 23 21 B 6-9' 23 23 C 6-9" 23 23 6-2" 22 15 C i 1' 8" 26 22 C 9-2' 6-2" 25 25 18 19 C 6 24 5 4'-8" 19-91 4'-10" 7-10" 23 21 C 25 24 C 6-9 25 24 1 C 25 16-10" 30 28 E 27-10' 31 30 E 4'-10" 22 15 C 9S" 25 22 C 22 19 19 C 8' 22 C T4"' 23 21 TS" 23 22 C 22 19 B T-3" 23 22 C T-0" IT -Z1 30 30 E 20'-10" 32 32 E 4'-8" 22 15 C T-10" 23 22 C TS" 23 94y' 19 19 20 6 7 6-51 23 22 T -T 23 22 C 18'-3" 31 31 E 25'-7' 34 34 E 151-11" 31 31 E 19-4" 32 32 E 19-0" 39 20 26 21 21 I I 6-10" 23 20 C T 6 30 8 6-9" 22 17 64!' 23 23 C 1T-8" 32 32 E 24'-1" 38 36 E 14'-10" 32 32 E 16-1" 34 34 E 23 20 C 6-91 6-1" 23 21 9 65" 9 21 C 6-T 25 24 D 16-10" 33 33 E 23'-1" 37 37 F IN -T 33 33 E 1T-0" 35 35 E 23 21 C NAY, 23 40 4'-0" 4'-4" 22 16 10' 6-11" 10 C 6-10 65" 25 25 D 1$'-3" 34 34 E 27-4" 38 38 F 13'-N' 33 33 E 16-7' 35 35 E 4'-T' 22 �18 C 4'-11" 22 80 11' 11 d'4" 614r 26 25 D 164" 34 34 E 21'-7" 38 38 F 17-8" 34 34 E 16-5" 36 36 F 17 12 VA(r 26 25 D 1515" 35 35 E 21'-0" 39 39 F 17-2" 35 35 E id' -9" 37 37 F 13' 13 14'-10" 36 36 E2(JS" 40 40 F 11'-8" 36 36 E 14'-2" 38 38 F 14' 14 1 1 14'-8" 37 37 F 119-9 40 40 F 111-3" 36 36 E 13' 8 38 38 F 23 17 C 4' 40 4 T4" 23 19 C 29 27 E 30 29 E 4'-9" N-8" 22 22 14 15 C C 8'-11" T-1" 25 23 20 C C 64" T-2" 23 18 C 6 5 T-2" 23 21 C 164" 19-10" 65" 23 18 C 6 6 649" 23 21 C 14'-11" 29 29 E 16-7' 31 31 E T 7 65" 23 22 D 16-7" 30 30 E 27-10" 33 33 F 13'-10" 30 30 E 16-9" 32 32 E 8 8 6-1" 23 23 D 15'-19, 31 31 E 21'-10" 34 34 F 17-11" 31 31 E 15'-8" 33 33 E 9 9 V-10" 25 23 D 151-3" 32 32 E 21'-0" 35 35 F 17-7' 31 31 E 14'-10" 33 33 F 1 ' 10 S 8 25 24 E 14'-Y' 33 33 F 20 3" 37 37 F 11'-7" 33 33 E 14'-0" 34 34 F 11' 11 6-8" 26 25 E 14'5" 34 34 F 19'-8" 37 37 F 11'-0" 33 33 F 13' S" 35 35 F 17 12 6-0" 26 25 E 13'-10" 34 34 F 19'-1" 38 38 F 10'-T'34 34 F 17-10' 35 35 F C 6-T' 23 16 C 4' 60 4 6-9" 23 18 C 4'-0" 22 13 C 6-0" 22 17 5'9" 22 17 D 5 6-3" 23 20 D IT -6' 28 27 E 16-3" 30 30 E 6 6 6-10" 22 20 D 175" 29 29 E 14'-10" 31 31 F T 7 5'-T' 23 21 E 14'-6" 31 31 E 19'-11" 35 35 F 11'-4" 30 30 E 13'-9" 33 33 F 6 8 5'4" 23 22 E 13'-10" 32 32 E 19-1" 38 38 F 10'-7" 32 32 F 17-10' 34 34 F 9 6-1" 25 23 E 13'4" 34 34 E 19-d" 39 39 F 10'-(r 33 33 F 17-7' 36 36 F 10 10 4'-11" 25 22 E 17-10" 34 34 E 1T-9 40 40 F 9-6" M 34 F m 115" 35 35 F COL COLUMN SCHEDULE FOR ATTACHED PATIO - STRUCTURES MAX COL HGHT A 0.024"X 3 " SQU&RE ALLPB COLUMN E 8 0,032x 1 1r2" SQUARE ALUM 11'Mkk COLUMN LENGTH G - SCROLL COLUMN H B 0.027'x 3" SQUARE ALUM COLUMN 11'4' C 3" CLOVERLEAF ALUM. 0.040" 121-0" D FLUTED COLUMN ALL*A- 0.062' 17-0' E 3"CLOVERLEAFSTEEL 0.048' 17-0" F 3" SQUARE STEEL COLUMN 17-0' G 4' SQUARE STEEL COLUMN 17-0' H 5' SQUARE STEEL COLUNI N 12'-0" J 8' SQUARE STEEL COLUMN 17-0" COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTISPAN STRUCTURES COLUMN NOTES E 8'-7- MAX. COLUMN }EIGHT F 11'Mkk COLUMN LENGTH G - 17 MAX. COLRAN LENGTH H 17 MAX. COLUMN LENGTH GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO STRUCTURE, 2 CHOOSE PROJECTION, WIDTH, OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE �.6 AND DRAWINGS ON 973002 OF "STRUCTURAL CONFIGURATIONS". 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2y THAT HAS ADEQUATE COLUMN SPACING. 6 USE THE FOOTER SIZE SHOWN. 'TABLE 2.4 7 FOR SINGLE SPAN ATTACHED PATIO, USE THE POST SHOWN. ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 'N MAY BE REPLACED W1 B -J 8 FIND THE O/C SPACING OF WALL CONNECTIONS ON TABLE 6.5. 'B' MAY BE REPLACED Wi C -J, ETC. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CDO4 DETAIL'AE. LINEAR INTERPOLATION FOR ALL CALCULATIONS is ALLOWED 10 FIND THE APPROPRIATE DETAILS ON 47CDOI TO 97CD05. CONS. FOOTER SIZE FOR CONCRETE PATIO SLABS ABLE 2.3 FOLLOW 1-4 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMN "A" (8'-0 OR 19-61 LUMN SPACING FOOTING SIZE AND COLUMN TYPE FOR PATIO APPLICATIONS 6 FIND THE MAXIMUM COLUMN SPACINt ON SLABS FROM TABLE 2.1 JL!{V LEVEE TftiO 0.036"x3"x8"IE'.ADI?EL TRI 0.092"z3".x3"IHF"iDFA DOUBLE 0.037'X2'x 6- HEADER LOAD WIDTH MLX CONS. FOOTER. SIZE MAX CONS. FOOTER SME MAX CONS. FOOTER SIZE FREE ATTACHED COLLM FREE ATTACHED FREE ATTACHED WA COLUMN COLLMN FTR FTR AIN SPAC FTR FTR MN. FTR FTR MIN. 8 SPACING SPACING 5 6 'd 7 COL. 'N' 'd' COL. 5 YI 'd' COL. (PSF) (FT) (FT) (M (M TYPE (F) ON (IN) TYPE (FT) (M OM TYPE 70 6 90 MPH WNOSPEED LESS THAN 17 10 4'-0" 17-1 27 23 A 14'-1" 28 24 B 13'-0" 27 23 B 7 5'-0" 10'-9" 26 23 B 17-7" 27 25 B 11'-10" 26 24 B 9 6-0" 9-10" 25 24 B 111-8" 26 25 C IU -91 26 25 B 15 T-0" 9-1" 25 25 B 10'-T' 26 26 C 10'4Y' 25 25 C 10 8'-0" 8'-7' 25 25 8 9'-11" 26 26 C 94" 26 26 C 12 9-0" T4" 25 25 8 9-4" 27 27 C 6-10" 26 26 C 10 10'-0" 6-8" 25 25 B 6-10" 27 27 C 8'4" 27 27 C 20 4'-9' 65" 25 20 B 10'-7' 26 21 C 9-T' 25 21 C 22 6-9' 6-10' 23 20 B 9-1" 25 22 C 81-8" 25 22 C 13 6-0" 6-6' 22 20 B 81-3" 25 23 C T-9 23 22 C 16 T-0" 4'-10' 23 20 8 T4" 23 23 C T3" 23 23 C 14 6_9" 4'4" 23 21 B 6-9' 23 23 C 6-9" 23 23 C 16 g_p" 17 18 28 14 640" 25 23 C 64" 25 24 C 29 19-91 15 16 16 17 6-51 25 24 C 6-9 25 24 1 C 25 V-0" 6-111, 23 18 B 7-7' 25 21 C 87' 25 20 C 19 6-0" 51-61 22 19 B 6-7' 25 22 C T4"' 23 21 C 17 6-0" 4'-T' 22 19 B T-3" 23 22 C T-0" 23 21 C 20 T-91 21 21 35 18 6-3" 23 22 C 6-6" 23 22 C 38 94y' 19 19 20 20 6-51 23 22 C 6-9" 23 22 C 20 91-(y' 21 22 22 23 V-10" 25 22 C 6-7' 25 23 C 23 19-0" 39 20 26 21 21 I I 23 4'-7" 25 22 C 30 4'-0" 6-9" 22 17 B 81-4" 25 20 C T-10" 23 19 C 23 6-0" 4'-T' 22 18 B T-4" 23 21 C T-0" 23 20 C 6-91 6-1" 23 21 C 65" 23 21 C 7 A^ 51-3" 23 21 C 5'-7" 23 21 C 4'-T' 23 21 C NAY, 23 40 4'-0" 4'-4" 22 16 8 6-11" 23 C 6-10 23 5'_p" 5'-8 22 C 5'-10" 22 =8C 6-91 4'-T' 22 �18 C 4'-11" 22 80 q'_q d'4" 22 C N-11" 22 7 CHOOSE A HEADER (TABLE 2.1 OR 2.5) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THAT TRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE'B' OR STRONGER (UNLESS USING COLUMN -Al 9 FOLLOW STEP 8, 9 AND 10 ABOVE. TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FnR (:IVFN PR0JFCTICN AND OVERHANG (ROUNDED UP) PROJ. (FT) 6 0 1 2 OVERHANG 3 4 (Fn 5 e 7 8 3 4 4 5 N/A WA WA WA WA 7 4 4 5 5 WA WA WA WA WA 8 4 5 5 6 8 WA WA WA WA 9 5 5 6 6 7 WA WA WA WA 10 5 6 6 7 7 8 WA WA WA 11 6 6 7 7 8 8 WA WA WA 12 6 7 7 8 8 9 9 WA WA 13 7 7 8 8 9 9 10 N/A WA 14 7 8 8 9 9 10 10 11 WA 15 8 8 9 9 10 10 11 11 WA 16 8 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 9 10 10 11 11 12 12 13 13 19 10 10 11 11 12 12 13 13 14 20 10 11 11 12 12 13 13 14 14 21 11 11 12 12 13 13 14 14 15 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 15 15 16 24 12 13 13 14 14 15 15 16 16 25 13 13 14 14 15 15 16 16 17 26 13 14 14 15 15 16 16 17 17 27 14 14 15 15 16 16 17 17 18 28 14 15 15 16 16 17 17 18 18 29 15 15 16 16 17 17 18 18 19 30 15 16 16 17 17 18 18 19 19 31 16 16 17 17 18 18 19 19 20 32 16 17 17 18 18 19 19 20 20 33 17 17 18 18 19 19 20 20 21 34 17 18 18 19 19 20 20 21 21 35 18 18 19 19 20 20 21 21 22 38 18 19 19 20 20 21 21 22 22 37 18 19 20 20 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 39 20 26 21 21 22 22 23 23 24 40 20 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 42 1 21 1 22 1 221 23 23 24 1 24 1 25 1 25 6UM, 4 S ?, 7 =x. I$, 1140 ALL PRO D�R�� ELKHART, IN 46514 ICBG ES EVALUATION REPORT FR -18 HEADE2E R SPANS, COLUMN SPAGINO. FOOTER S1" 1AND COLUMN TYPE FOR FREESTANDING AND ATTACHED IN tl�11tal+Dals� i Irtluaz : a ice_ —,- - - 3 0 FREESTANDING AND ATTACKED COMMERCIAL STRUCTURES LIVE 7RIB 6' !SEAM 7' i SEAM LIVE TRIB 3' CLOVERLEAF 8'rEEL HEADER H' STEEL O BEAM 1 O' STEEL D BEAM TRIG LOAD WIDTH MAX. CONS. FOOTER 512E MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE LOAD WIDTH MAX. - CONS. COOTER SIZE MAX CONS. FOOTER SIZE MAX CONS, FOOTER SIZE VMDTH COLUMN FREESTANDING ATT COLUMN FREESTANDING PS PRO 90 MPH EXPOSURE 27 P 31 32 24 11'-11" 30 SPACING 32 34 30 COLUMN SPACING 34 COLUMN SPACING 36 37 34 COLUMN. SPACING I mrn FREESTANDING ATT FREESTANDING ATT COLUMN FREESTANDING ATT 31 32 ATT FREESTANDING IATT FOOTER "?' FTR COLUMN HEKiTS 'd' 8'7" 11' IFN i ..FOOTER "d I COLUMN HEIGHTS 18'r 11' 15' 18' FTR "d FOOTE "d I FTR COLUMN HEIGHTS "d" 8'T` 11' 15' 18' N SPACING FOOTER "d' IN FTR COLUMN HEiGFTFS "rr' VT' 11' 15' 18' IN FOO "d' I FTR COLUMN HEIGHTS "d' 8'T' 1T t5' 18' IN SPACING FOOTER "d" FTR COLUMN HEIGITTS 'd 8T 11' 15 18 Ni 12' 10'-T' 32 32 32 34 32 12'-10" 34 34 34 35 34 1T-11" 38 38 38 38 38 PRO 90 MPH EXPOSURE 27 C 31 32 24 11'-11" 30 30 32 34 30 1T-5' 34 34 36 37 34 9' I mrn cnrwun 10' v 27 28 31 32 24 11'-4" 31 31 32 34 31 16-T 35 351361371 10' 35 25 4' 22'-6" 33 35 38 40 28 24'-11" 34 36 39 41 29 30-T' 36 38 41 43 31 25 4' 9-0" 23 25 27 28 17 23'-3' 29 31 34 35 24 32'-3" 32 34 37 39 27 4' 36 36 5' 20'-1" 33 35 37 39 29 22'-4" 33 35 38 40 31 2T-4" 35 37 40 42 33 37 5' 8'-0" 22 24 26 27 18 20'-10" 29 31 33 35 25 29-11" 31 33 36 37 28 5' 37 37 6 18'-4" 32 34 37 38 30 20'-4" 33 35 37 39 32 24'-11" 34 36 39 41 33 35 6 T-4" 22 24 26 27 19 19-0" 28 30 32 34 26 2T-10" 30 32 35 37 30 6' 27 23'-6" T 1 T-0" 31 33 36 37 31 18'-10" 32 34 37 38 32 23'-1" 33 35 38 40 35 36 T 6-9" 22 24 26 27 19 1 T-7" 27 29 31 33 26 25'-9" 30 32 34 36 30 T 33 35 8' 15'-11" 32 32 35 36 32 1 T4 33 33 36 37 33 21'-T' 35 35 37 39 35 31 9 6-4" 22 24 26 27 20 16-5" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 30 30 9 15'-0" 32 32 35 36 32 16-7" 34 34 36 37 34 217-4" 36 36 37 39 36 11'4" 9 6-0" 23 25 27 28 20 16-6" 28 28 30 32 28 22'-9" 31 31 34 35 31 9 27 28 10' 14'-2" 33 33 35 36 33 16-9" 34 34 35 36 34 191-4" 37 37 37 38 37 10' 5'-8" 23 25 27 28 21 14'-9" 28 28 30 32 28 21'-7' 32 32 33 35 32 10' 29 30 11' 13'-6" 34 34 34 35 34 15'-0" 35 35 35 36 35 18'-10" 37 37 37 37 37 11' 5'-5" 25 26 28 30 21 14'-0" 28 28 29 31 28 20'-T' 32 32 33 35 32 11' 12' 13'-0" 34 34 34 35 34 14'-5" 35 35 35 35 35 18'-1" 38 38 38 38 38 12' 6-2" 25 26 28 30 22 13'-5" 29 29 29 31 29 19-8" 33 33 33 34 33 12' 13' 12'-5" 35 35 35 35 35 13'-10" 35 35 35 35 35 1T-4" 38 38 38 38 38 13' 4'-11" 26 27 29 31 21 12'-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13 14' 12-0" 35 36 35 35 35 13'4 36 36 36 36 36 16-S" 38 38 38 38 38 14' 4'-9" 26 27 29 31 22 12'-5" 30 30 30 31 30 18'-3" 34 34 34 34 34 14' 15' 11'-T' 136 36 36 36 36 1 12'-10" 36 36 36 361 36 1 16-2" 139139 39 39 39 15' 4'-7" 26 28 30 32 22 12'-0" 30 30 30 30 30 1T-7" 34 34 34 34 34 15' 70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 90 MPH EXPOSURE C 30 4' 5' 21'-1" 18'-10" 29 28 31 30 34 32 35 34 27 28 25'-4" 22'-10" 30 30 32 31 34 34 36 35 29 30 35'-9" 32'-3" 32 34 35 34 37 37 39 39 32 34 25 4' 5' 9'-0" 8'-D" 27 25 28 27 31 29 32 30 21 21 1T-11- 10-0" 31 30 33 32 36 35 37 36 26 27 26'-3" 23'-6" 35 33 37 35 40 38 42 40 30 31 4' 5 6' 1 T-2" 29 29 31 33 29 20'-10" - 31 31 33 35 31 29-5" 35 35 36 37 35 6' T-4" 25 27 29 30 23 14'-T' 30 32 35 36 28 21'-5" 33 35 37 39 32 6' 9 30 23 13'-6" 29 31 33 35 29 19'-10" 33 34 37 38 33 T 8' 14'-10" 30 30 30 32 30 18'-" 33 33 33 34 33 25'-6" 36 36 36 36 36 8' S-4" 25 27 29 30 24 12-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 9' 10' 11' 14'-0" 13'4" 12'-8" 31 32 32 31 32 32 31 32 32 31 32 32 31 32 32 1 T -T 16-2" 15'-5" 33 35 35 33 35 35 33 35 35 33 35 35 33 35 35 24'-0" ' 22'-9" 21'-6" 37 38 38 37 38 38 37 38 38 37 38 38 37 38 38 9' 10' 11' 6 -9' 94' 9-5" 27 27 28 28 28 30 31 31 32 32 32 34 24 24 25 ll' -11" 11'-4" 10'-9" 30 31 31 30 31 31 32 32 32 34 34 34 30 31 31 IT -6" 16-T 15'-10" 34 36 35 34 36 35 36 36 35 37 37 36 34 36 35 9 117 11' 12' 12'-2" 33 33 33 33 33 14'-9" 35 35 35 35 35 20'-7" 39 39 39 39 39 12' 6-3" 28 30 32 34 26 10'-4" 32 32 32 34 32 15'-2" 36 36 36 36 36 12' 13 14' 11'-8" 11'-3" 33 .34,34,34 33 33 33 34 33 34 14'-2" 13'-8" 36 36 36 36 36 36 36 36 36 36 19-10" 19'-1" 39 40 39 40 39 40 39 40 39 40 13' 14' 15' 5'-1" 4'-11" 4'9" 29 29 30 31 31 32 33 33 35 35 35 36 27 26 26 9'-11" 9-T 9'-3" 32 33 33 32 33 33 33 33 33 35 35 361 32 33 33 14'-6" 14'-0" 13'-6" 37 37 37 37 37 37 37 37 37 37 37 37 37 37 371 13 14' 15' 90 MPH EXPOSURE C 30 4' 5" 6 T 8' 9' 19 11' 12' 13' 14' 21'-1" 18'-10" 1 T-2" 15-11" 14'-10" 14'-0" 13-4" 12'-8" 12'-2" 11'-8" 11'-3" 33 32 31 30 31 32 33 33 34 34 35 35 34 33 32 32 32 33 33 34 34 35 37 37 36 35 35 33 33 33 34 34 35 39 38 37 36 36 35 35 35 35 35 35 28 29 30 30 31 32 33 33 34 34 35 24'-11" 22'4" 20'-4" 18'-10" 1 T-8" 15-T' 15-9" 16-9' 14'-5" 13'-10" 13'4- 34 33 33 32 33 34 34 35 36 36 361361361361 36 35 35 34 33 34 34 35 36 36 39 38 37 37 36 36 35 35 36 36 41 40 39 38 37 37 36 36 36 36 29 31 32 32 33 34 34 35 36 36 36 31'-3" 28'-0" 25'-6" 23'-8" 22'-1" 20'-10" 19'-9" 18'-i 0" 19-1" 1 T-4" 16'-8" 36 35 34 35 36 36 37 37 38 39 39 38 37 36 35 36 36 3? 37 38 39 39 41 40 39 38 38 37 37 37 38 39 39 43 42 41 40 40 39 38 38 38 39 39 32 33 34 35 36 36 37 37 38 39 39 70 & 90 MPH EXPOSURE B 30 4' 5' 6 T 8' 9 10' 11' 12' 13' 14' 9-2" T-4" 6-8" 5-2" 6-9" 6-5" 5'-2" 4'-11" 4'-9" 4'-6" 4'4" 23 22 22 22 22 23 24 24 24 25 125 25 23 23 23 23 25 25 26 26 27 27 27 25 25 25 25 27 27 28 28 29 29 28 27 27 27 27 28 28 29 29 31 31 20 21 21 22 22 23 24 23 24 25 25 22'-0. 20'-5" 19'-3" 1 T-10" 16-8" 15'-9" 14-11" 14'-3" 13'—T' 13'-i" 12'-7" 28 29 30 31 32 32 33 34 34 35 35 30 30 30 31 32 32 33 34 34 35 35 33 33 32 31 32 32 33 34 34 35 35 34 34 33 33 33 32 33 34 34 35 35 27 29 30 31 32 32 33 34 34 35 35 30'-4" 28'-2" 26-6" 25'-2" 24'-1" 23'-1" 21'-10" 20'-10" 20'-0" 19'-2" 18' 31 32 33 35 36 37 37 38 38 39 140140 33 33 33 35 36 37 37 38 38 39 36 35 35 35 36 37 37 38 38 39 40 38 37 37 36 36 37 3737 38 38 39 40 31 32 33 35 36 37 38 38 39 40 4' 5' 6 T 8' 9 10' 11' 12' 13' 14' 70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 40 4' 5' 6' T 8' 9 10' 11' 12' 164" 16-4" 14'-11" 13-10" 12'-11" 12'-2" 11'-T' 11'-0" 10'-T' 28 27 27 28 29 30 30 30 31 30 29 28 28 29 30 30 30 31 32 31 30 29 29 30 30 30 31 34 33 32 31 31 31 30 30 31 26 27 27 28 29 30 30 30 31 22'-3" 19'-10" 18'-2" 16-9" 16-8" 14'-10" 14'-U' 13'-5" 12'-10" 29 28 30 30 31 31 33 33 33 31 30 30 30 31 31 331331331 33 33 34 32 32 31 31 31 33 33 35 34 34 33 32 32 33 33 28 28 30 30 31 31 33 33 33 30'-7" 2T-4" 24'-11" 23'-1" 21'-T' 20'4" 19'-4" 18'-9" 1T-11'' 32 32 33 34 34 35 36 36 37 34 32 33 34 34 35 36 36 37 36 35 34 34 34 35 36 361361 37 38 37 36 35 35 35 36 37 31 32 33 34 34 35 36 36 371 70 MPH EXPOSURE C 30 1 4' 5' 6 T 8' 9' 10' 11' 12' 13' 14' 9-2" T-4" 6-8" 6-2" 6-9" 5'-5" 5'-2" 4'-11" 4'-9" 4'-6" V4" 23 22 22 22 22 23 23 25 25 26 26 25 24 24 24 24 25 25 26 26 27 27 27 26 26 26 26 27 27 28 28 29 29 28 27 27 27 27 28 28 30 30 31 31 17 18 18 19 19 20 21 20 21 21 22 22'-0" 20'-5' 19'-9' 17'-T' 15-5" 15'-0" 14'-9" 14'-0" 13'-5" 12'-11" 12'-5" 29 29 28 27 27 27 27 28 28 28 29 31 31 30 29 29 28 28 28 28 28 29 33 33 32 31 31 30 301321 29 29 29 29 35 35 34 33 33 32 311 311 31 31 23 25 26 26 27 27 27 28 28 28 29 30'-4" 28'-2" 26-6" 25'-2" 24'-1" 22'-9" 21'-T 20'-7" 19'-8" 18'-11" 18'-3" 32 31 30 30 31 31 32 33 33 34 35 34 33 32 32 32 31 32 33 33 34 35 36 36 35 34 34 34 3d 33 33 34 35 38 37 37 36 36 35 35 35 34 34 35 26 28 29 30 31 31 32 33 33 34 35 4' 5' 6 T 8' 9 10' 11' 12' 13' 14' 90 MPH EXPOSURE C 40 4' 5' 18'-4" 16-4". 32 31 34 33 37 36 38 37 27 28 22'-3" 19-10" 33 32 35 34 38 37 40 38 28 29 30'-T' 27'4" 36 35 38 37 41 40 43 42 31 33 90 MPH EXPOSURE C 6 T 8' 9' 10' 11' 14'-11" 13'-10" 12'-11" 12'-2" 11'-T' 11'-0" 30 29 30 31 31 31 32 31 31 31 31 31 35 33 33 33 32 32 36 35 35 35 34 34 28 29 30 31 31 31 18'-2" 16-9" 15'48" 14'-10" 14'-0" 13'-5" 32 31 32 32 33 34 34 33 32 32 33 34 37 36 35 35 33 34 38 37 36 36 35 35 30 31 32 32 33 34 24'-11" 23'-1" 21'-T' 294" 19-4" 18'-9" 34 35 35 36 37 38 36 35 35 36 37 38 39 38 37 37 37 38 41 40 39 39 38 38 33 35 35 36 37 38 30 4' 5' 6 T 8' 8'-2" T-4" 6-8" 6-2" 9-9" 27 25 25 25 25 28 27 27 27 27 31 29 29 29 29 32 30 30 30 30 21 21 22 23 23 1T-11" 16-0" 14'-7" 13'-6" 12'-8" 31 30 30 29 30 33 32 32 31 31 36 35 35 33 33 37 36 36 35 35 26 27 28 29 30 25-3" 23'-6" 21'-5" 19-10" 18'-T' 35 33 33 33 34 37 35 35 34 34 40 38 37 37 37 42 40 39 38 38 30 31 32 33 34 4' 5' 6 T 8' 12' 10'-T' 32 32 32 34 32 12'-10" 34 34 34 35 34 1T-11" 38 38 38 38 38 PRO 9 6-5" 27 28 31 32 24 11'-11" 30 30 32 34 30 1T-5' 34 34 36 37 34 9' 60 4' 15-0" 30 32 35 36 25 18'3" 32 34 37 38 27 25-T' 34 36 39 41 30 90 MPH EXPOSURE B 10' 6-2" 27 28 31 32 24 11'-4" 31 31 32 34 31 16-T 35 351361371 10' 35 10' 5' 13'-5" 29 31 33 35 26 16'-3" 31 33 36 37 28 22'-10" 33 35 38 40 31 27 11' 4'-11" 28 30 32 34 24 10'-9" 31 31 32 34 31 15'-10" 35 35 3536 23 35 11' 5 173" 29 31 33 35 27 14'-10" 30 32 35 36 29 20-10" 33 35 37 39 32 25 12' 4'-9" 28 30 32 34 24 19-4" 32 32 32 34 32 15'-2" 1 36 36 36 36 36 12' T 11'-4" 28 30 32 34 28 13'-9" 30 31 33 35 30 19-4" 33 34 37 38 33 16 1 13' 4'-5' 29 31 33 35 25 9-11" 32 32 32 32 32 14'-5' 37 37 37 37 37 13 8' 10'-T' 28 30 32 34 28 12'-10" 31 31 33 35 31 1 &-1" 34 34 37 38 34 32 14' 4'-4" 29 31 33 35 26 9-7" 33 33 33 33 33 14'-0" 37 37 37 37 37 14' 40 4' T-2" 25 27 29 30 20 1 T-11" 31 33 36 37 26 26'-3" 35 37 40 42 30 4' 9' 10'-0" 29 29 31 32 29 12'-2" 33 33 33 35 33 1 T-0" 34 34 36 37 34 10' 9-6" 301301311321 30 1 11'-5' 33 331331341 33 15-2" 351351 361371 351 9 5' 9-4" 25 27 29 30 20 16-0" 30 32 35 36 27 23'-6" 33 35 38 40 31 5' TABLE 3.1 22 6 6-10" 23 25 27 28 21 14'-7' 30 32 35 36 28 21'-5" 33 35 37 39 32 6 24 26 T 6$" 25 27 29 30 22 13'-6" 29 31 33 35 29 19-10" 32 34 37 38 33. T 9 8'-T' 8' 5'-0" 25 27 29 30 23 12'4" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 22 9 4'--(r 27 28 31 32 22 iv -11 " 30 30 32 34 30 i T-5' 34 34 36 37 34 9 1 33 35 19 4'-6" 127128131 6-T' 30 32 23 11'4" 131131132 40 8' 34 31 1 16-7" 35135, 36 1371 35 1 117 1 LIVE PRO 5 1/2' EXTRUDED HEADER MAX - CONS. FOOTER S17E LOAD JEC- FOR ALL COLUMNS SEE TION COLUMN FREESTANDING ATT DETAIL' X"and 'U" A -ITCHED SPACING FOOTER "d IN FTR 3- CLOVERLEAF STEEL COL. 12'-0"' 8'-7" COLUMN HEIGHTS 'd PS 18'-0" 11'-0" 8'7" IT 15' 18' IN 90 MPH EXPOSURE B 25 S 19-0" 23 25 27 28 21 18'-0' 9' 9'-5" 23 25 27 28 22 10' 8'-11" 23 25 27 28 22 11' 8'-6" 24 26 28 29 22 12' 8'-2" 24 26 28 29 23 13' T-10" 25 27 29 31 23 14' T-6" 25 27 29 31 23 15' T-3" 26 1 28 30 32 23 16 1 T-0 26 28 1 30 321 23 90 MPH EXPOSURE C 25 9 10'-0" 27 28 31 32 21 9 9-5" 27 28 31 32 22 10' 9-11" 27 28 31 32 22 11' 8'-6" 28 30 32 34 23 12' 13' 8'-2" T-10" 28 29 30 31 32 33 34 35 24, 23 z? 14' 1 T-6" 1291 31 1 331 35 24 70 MPH EXPOSURE 8 30 8' 9-2" 20 22 24 25 21 9 8'-T' 20 22 24 25 21 19 8'-2" 20 22 24 25 22 11' T-9" 21 23 25 26 22 12' T-5" 21 23 25 26 23 13' T-2" 22 24 26 27 23 14' 6-10" 22 24 26 27 23 15' 6'-T 23 25 27 28 23 90 MPH EXPOSURE C 30 8' 9-2" 27 28 31 32 21 9 8'-T' 27 28 31 32 21 19 8'-2" 27 28 31 32 22 11' T-9" 28 30 32 34 22 12' T-5" 28 30 32 34 23 13' 7'-2" 29 31 33 35 23 14' 6-10" 29 31 1 33 35 23 15' 6-T' 30 32 35 36 23 40 8' T-11" 25 27 29[34 20 9' T-6" 27 28 31 21 10' 7'-1" 27 28 31 21 6'-9" 28 30 32 21 12' 6'-5" 28 30 32 22 13' 6-2" 29 31 33 22 60 T 6-11" 25 27 29 30 19 8' 6'-8'' 25 27 29 30 20 9' 6-1" 27 28 31 32 20 10' 5'-9" 27 28 31 32 1 20 I HOLE J.L 1 AbLt 3.3 $U0-MeAmax PRWUM, II"iC, 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 5 OF 8 DATE, 2 8 2000 MAXIMUM COLUMN HEIGHT COLUMN DESCRIPTION SINGLE FREEST G FOR ALL COLUMNS SEE SPAN OR MULTISPAN rFE DETAIL' X"and 'U" A -ITCHED ATTACHED 3- CLOVERLEAF STEEL COL. 12'-0"' 8'-7" 3' SQUARE STEEL COLUMN 18'-0" 11'-0" G 4" SQUARE STEEL COLUMN 18'-0" H 5- SQUARE STEEL COLUMN 1 18'-0" J 1 6" SQUARE STEEL COLUMN 18'-0' 1 AbLt 3.3 $U0-MeAmax PRWUM, II"iC, 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 5 OF 8 DATE, 2 8 2000 . rr.»ur_A+. A w-r-rae+r r�nuuroraw� eTDairTltD�+C J.iJ A 1\�.LV AAAlIwA1'AV LIVE TRIS Aliv >Z, ar�virr rr"• ..�� tee...... �.—�--- 8' C BEAM HEADER _ _ _ __ LIVE _ ____._ TRIB 8' C BEAM HEADER LOAD WIDTH LOAD WIDTH MAX. CONSTRAINED FOOTER SIZES MAX CONSTRAINED FOOTER SIZES OVER COLUMN ON) COLUMN FREESTANDING ATTACHED FREESTANDING TTACHED 0.024 SPACING 4'-11" SPAgPiG t=00TEt"d" {IN) FTR M!N FOOTER'd" pl`�tfl 13'-2" MIN 25 0.024 8'-10" COL N COLUMN HTS "d'COL COLUMN HEIGHTS IFTI (Fn87" 1i' 15' E S 7" 11' 18' MZ TYPE 70 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 311-8" 27 29 32 33 21 D 25 4', 25-10" 34 36 39 41 23 D 6 5' 29-" 27 29 31 33 22 D T 5' 23'-1" 33 35 38 40 24 D T 6' 2T-9" 27 28 31 32 23 D 8' 6 21'-1" 33 35 37 39 25 D 9, T 26'-4" 27 28 31 32 24 E iff T 19-T 32 34 37 38 26 D 10' 6 26-0" 26 28 30 31 25 E 19' 8' 18'-3" 32 34 37 38 27 E 10'11, 9 24'-0" 26 28 30 31 26 E 11' 9 1T-2" 31 33 36 37 27 E 12' 19 23'-5" 26 27 29 31 1 26 E 13' 1ff 1 16-4" 1 31 1 33 36 1 37 1 28 E 1 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 20 4' 31'-8" 32 34 36 38 21 D 30 4' 2T-9" 30 32 35 37 23 D 14' 5' 29-6" 31 33 36 37 22 D 15' 5 25'-9" 30 32 34 36 25 E 16' 6' 2T -.V 30 32 35 37 23 D IT 6 24'-3" 30 32 34 36 25 E 1T T 26-8" 30 32 34 36 24 E 33' T 23'-0" 29 31 34 35 27 E IT 8' 24°-0" 29 31 34 35 24 E 18' 8' 22'-0" 29 31 33 35 27 E 19' 9' 22'-8" 29 31 34 35 25 E 20' 9 21'-2" 29 31 33 35 28 E 20' 1 ff 1 21'-6" 29 31 33 35 1 25 1 E 21' 1 ff I 29-T 1 291 31 33 35 1 29 1 E 90 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'-9" 31 33 36 38 24 D 30 4' 25'-10" 34 36 39 41 23 D 5' 29-.6" 31 33 35 37 26 D 5' 23-1" 33 35 38 40 24 E 6' 2T-9" 30 32 35 36 27 D 6 21'-1" 33 35 38 40 25 E 7' 26'-1" 30 32 35 36 28 E T 19-6" 32 34 37 38 26 E 8' 24'4" 30 32 34 36 29 E 8' 18'-3" 32 34 37 38 27 E 9' 23'4" 29 31 33 35 29 E 9' 1T-2" 31 33 36 37 27 E 10' 21'-8" 29 30 33 34 1 29 E 1 10' 1 16-4" 1 31 1 33 1 36 1 37 1 28 E 90 MPH EXPOSURE C 70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 20 4' 25'-10" 34 36 39 41 23 D 40 4' 25'-3" 30 32 34 3S 23. E 5' 23-1" 33 35 38 40 24 D 5' 23'-5" 29 31 34 35 24 E 6' 21'-1' 33 35 37 39 25 D 6 22'-0" 29 31 33 35 25 E T 19-6" 32 34 37 38 26 D T 29-11" 29 31 33 35 26 E 8' 18'-3" 32 34 37 38 27 D 8' 20'-0" 28 30 32 34 26 E 9 1 T-2" 31 33 36 37 27 D 9 19'-2" 28 30 32 34 27 E 1 ff 1 16-4" 1 31 1 33 1 36 1 37 28 1 D 10' 1 18'-2" 1 28 1 30 32 1 34 1 28 E 70 & 90 MPH EXPOSURE B 90 MPH EXPOSURE C 25 4' 29-0" 31 33 35 37 24 D 40 4' 25'-3"34 36 39 41 23 E 5' 2T-4" 30 32 35 36 25 D 5' 23'-1" 33 35 38 40 24 E 6' 26-9" 30 32 34 36 26 E 6 21'-1" 33 35 37 39 25 E T 24'-6" 30 32 34 36 27 E T 19-T 32 34 37 38 26 E 8' 23-0" 29 31 33 35 28 E 8' 18'-3" 32 34 37 38 27 E 5 27-T 29 31 33 35 29 E 9' 1 T-2" 31 33 36 37 27 E IU 1 21'-9" 1 29 1 30 1 33 34 29 1 E 10' 1 16-4" 31 33 1 36 1 37 28 E 70 MPH EXPOSURE C MPH EXPOSURE B AND C 25 4' 29-T 31 33 36 37 21 D —70&90 60 4' 22'-0" 33 35 37 39 22 E 5' 2T4" 30 32 35 37 22 D 5' 20'-5" 33 35 37 39 24 E 6 26-9" 30 32 34 36 22 E 6 19'-3" 32 34 37 38 24 E T 24'-0" 30 32 34 36 23 E T 1 T-10" 31 33 36 37 25 E 8' 23'-5" 29 31 34 35 24 E 8' 16-9" 31 33 36 37 26 E 9 22'-6" 29 31 34 35 25 E 9 15'-9" 30 32 35 36 26 E VY I 21'-6 29 1 31 1 34 1 35 1 25 1 E 1 19 1 14'-11" 1 30 1 32 1 35 1 36 1 26 1 E 24" O.C.2W RAFTER CLEARSPANS MAX ROOF HEIGHT 18' VE PANEL EXPOSURES MAX AD "I" B AND C OVER Sn ON) 70 E, 90 MPH HANG 20 FI 0.024 9'-10" 4'-11" 4, 0.032 13'-2" V -T' 25 0.024 8'-10" 4'-5" N 0.032 11'-9" 5'-10" 30 0.024 T-8" 3'-10" S' 0.032 10'x" 5'-4" 40 0.024 5'-10" 2'-11" 5' 0.032 9'-4" 4'-8" 60 0.024 N/A 4'-11" 6 0.032 T-8"1, 5'-9" 24" O.C. 3"x8" RAFTER CLEARSPANS MAX ROOF HEIGHT 18' LIVE PANEL EXPOSURES MAX LOAD IT, B AND C OVER PS IN 70 & 90 MPH HANG 20 0.036 14'-6" 8'-6" 4, 0.042 191-10" 9'-11" 25 0.036 111-8" T -T' N 0.042 1T -g' V-10" 30 0.036 9'-9" 6'-11" S' 0.042 15'-7" 8'-1., 40 0.036 T-4" 5 -al 5' 0.042 11'-9" T -O" 60 0.036 4'-11" 4'-11" 6 0.042 T-10" 5'-9" 1 HULL — EQUIVALENT FOOTERS "d" IN CON- NONCON- STRAINED STRAINED 18 i8 19 20 20 22 21 23 22 24 23 26 24 27 TRIBUTARY WIDTHS {FT) FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GIVEN PROJECTION AND OVERHANG (ROUNDED U PROD. 29 31 RAFTER OVERHANG {FT) 33 35 /� S\ , (FT) 6, DETAILS "f C' "U" AND ^N" ATTACHED ATTACHED 29 30 36 38 TABLE 5.5 // , NIA 3' 4, 4, 4' N S' S . T 4' N d' 5' 5' 5' 5' 8' 4' S' 5' 5' 6 6 6 9' 5' 5' S' 6' S 6 6 10 5 6 6 6' 6' T T 11' 6 6 6 T T T T 12' 6' T T T T 8' 8' 13' T T T 8' 8' 8' 8' 14' T 8' 6 8' 8' 9' 9' 15' 8, 8, 8, 9, 9, 9, 9, 16' 8' 9' 9 9' 9' iff 10' IT 9' 9' 9' ICY 10, 19 10' 18' 9' 10' 1 ff la 10' 11' 11' 19' 10' 1 ff 10' 11' 11' 11' 11' 29 10'11, 11' 11' 11' 12'12' 21' 11' 11' 11' 12' 12' 12' 12' 22' 11' 12' 12' 12' 12' 13' 13' 23' 12' 12' 12' 13' 13' 13' 1 �' 24' 12' 13' 13' 13' 13' 14' 25' 13' 13' 13' 14' 14' 14' 14' 26 13' 14' 14' 14' 14' 15' 15' - 2T 14' 14' 14' 15' 15' 15' 15' 28' 14' 15' 15' 15' 16 16' 16 29' 15' 15'15, 15 16' 16' 16' 30' 15' 16' 15 16' 16' IT IT 31' 16' 16' 16' 1T 1T 1T 1T 32' 16' 1T 1T 1T 1T 18' 18' 33' 1T 1T 1T 16 16 18' 16 34' IT 18' 16 18' 18' 19' 19' 35' 18' 18' 18' 19' 19' 19' 19' 36' 18' 19' 19' 19' 19' 20' 20' 37' 19' 19' 19' 20' 20' 29 29 38' 19' 20' 20 20' 20' 21' 21' 39' 20' 20' 20' 21' 21' 21' 21' 40' 29 21' 21' 21' 21' 22' 22' 41' 21' 21' 21' 22' 22' 22' 22' 42' 21' 22' 22' 22' 22' 23 23' �j' 37 47 ,J A7 MAXIMUM COLUMN HEIGHT IO38 GENERAL METHOD FOR USING THESE TA13LES PAN OR MULT1sPAN 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO LATTICE STRUCTURE. AD AND LIVE LOAD COL 25 29 31 ABLE 5.6 AR 20n.,320n.,3V �U FREESTANDING 26 27 33 35 /� S\ 28 DETAILS "f C' "U" AND ^N" ATTACHED ATTACHED 29 30 36 38 TABLE 5.5 // , NIA 31 39 17-0" 8'-7" 32 40 18'-91 111-0" 33 41 34 43 - f I �� Q L - . 35 36 44 48 - r d Z 37 47 ,J A7 MAXIMUM COLUMN HEIGHT IO38 GENERAL METHOD FOR USING THESE TA13LES PAN OR MULT1sPAN 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO LATTICE STRUCTURE. AD AND LIVE LOAD COL COLUMN DESCRIPTION SINGLE FREESTANDING FOR ALL COLUMNS SEE S DETAILS "f C' "U" AND ^N" ATTACHED ATTACHED D FLUTED COLUMN ALUM. 0.062 17-0" NIA E 04 3" CLOVERLEAF STEEL 0.8" 17-0" 8'-7" F 3" SQUARE STEEL COLUMN 18'-91 111-0" G 4" SQUARE STEEL COLUMN H F' SQUARE STEEL COLUMN 1 6" SQUARE STEEL COLUMN 18'-0" 18'-0" 2 DETERMINE PROJECTION, WIDTH, OVERHANG, WIND LO 3 FIND TRIBUTARY WIDTH FROM TABLE 5.6 AND DRAWING 973002, 4 CHOOSE A RAFTER FROMTASLES 4.3, 4.5, 5.3 OR 5.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM TABLES 4.1, 4.2 OR 5.2 THAT HAS ADEQUATE COLUMN SPACING. 6 USE THE FOOTER SIZE SHOWN, ,p s s�- 7 USE THE COLUMN SHOWN FOR, SINGLE SPAN ATTACHED PATIO. �erfina LOOK AT THE TABLES PROVIDED FOR ALL OTHERS, 8 FIND THE APPROPRIATE DETAILS IN THE "CONNECTION DETAILS" SHEETS. $U"]NG PRODUC'i'6, INC. 1 140 ALL PRO DRIVE FOR CONCRETE PATIO SLABS ELKHART, IN 46514 FOLLOW 1-4 ABOVE ICBO ES EVALUATION REPORT ER -2621P - 5 FIND THE MAXIMUM COLUMN SPACING ON SLAB FROM THE DESIRED COLUMN HEIGHT HEADER SPANS, COLUMN SPACING. 6 CHOOSE A HEADER FROM TABLE 4.1 OR 4.2 THAT CAN SPAN THAT DISTANCE FOR THAT FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED TRIGN6DTHAND LIVE AND WIND LOAD COMMERCIAL LATTICE STRUCTURES - 7 FIND THE APPROPRIATE DETAILS IN THE "CONNECTION DETAILS" SHEETS. SHEET 7 OF 8 DATE: 2/8/2000 R= 0.2' 0.95' R=.125' R=.125 0. 0.5' R= 0.15' 2.50 3.0' 167s 167' TYP. 6.00, 6' FLAT PAN A 6" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) 1'E 0.060' R= 0.08' 0'li SIDI TYP. 3. fl_F ' R= 0.10' 0.125' 3.090 TYP.1R= 0.25"yp 0.72' 0 1.03 38.6' 1.250' 6.00' 6.00 12.00 3 1/2" X 12" STRUCTURAL PANEL SEE DETAIL 'A' 0 RIGHT SIMPSON A34 �✓°� HANGER � CONN. ORE SMUCTURAL PANEL 2 1 1/2' FASCIA 14 x 1SCRit2' FOR MAXIMUM 0 12' O.C. OVERHANG SEE SCHEDULE 0 RIGHT G ALTERNATE EAVE ATTACHMENT ou (01 R= .25' R .15' 1.0' R 0.22 _ , �-.70' TyP. .0' .56fi1 OUTSIDE .55 .0' 'IG 1 1. '� 0.35 I INSIDE - 0 3- 0 .450 .216TYP. .450 2.1P. R i 1�8PT 2.454' 2.10' 39' 49' 1.654 i ' 55 1 /2' 1.714 8rn; 755/1' 2' I 42' ' 1.137, R= .125 �/. 1ITYP.0 I , ft= 0.25 1.137 sI _ 12.00" R= 0.15' TYP. 10' 40 TYP. TYP. FOR STEEL PANEL: ASTM A 653 GRADE 80 STRUCTURAL QUALITY TYP. TYP Fy= 80 KSI STEEL18.00' 30 GA QALY T=.0157 28 GA GALY T=.0187 FOR STEEL PANEL: ASTM A 653 GRADE 50, SQ CLASS 1 30 GA. GALV. t=0.0157' Fy=50 KSI STEEL 12" STRUCTURAL PANEL (3006-1-1391 ALUM. ALLOY) 18" STRUCTURAL PANEL (3008-H391 ALUM. ALLOY) -. --12' a 1 7/8' 3/4 3' �• 6 13/160- A 3/16' / A N\ 1.50° 3.00' 62'57' 9/64' R. 0.024 0.027' 9/64 1/16' TYP. /16' R. TYP. , III ' OR 0.040 TYP. = 0.2, /16' TYP. 5/32 1.5 0.032' 2.Os �• 7/16 7/16 1 8 3.00' 1 13/32 61' TYP. / 58'48' 7/ �,1 7/8' TYP R=.0937 \Li TYP TYP. 2 1/4 3/32 TYP. - - 25/32° � � " /8 R. TYP. 2 /8 -� L R. TYP. O ALTERNATE-12" STRUCTURAL PANE1 1/2" SQUARE COLUMN 3" SQUARE COLUMN L (3006-H391 ALUM. ALLOY) (3003-1-116 ALUM. ALLOY) (3003-1-116 ALUM. ALLOY) ADDITIONAL TWO - 16d NAILS 0 EA. RAFTER WHEN REQUIRED DETAIL "A" - SIMPSON A34 CONNECTOR OR EQUAL. - RAFTER 6 - 110 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL A KtWUIKtJ AUUMUNAL Z- ov I IlSiLJ ar v,v� h ver arc n [�iZl�!�t.:'i[[�1�•FT�a1�i:l^tltt•x -31,�ti s Gr C11� tr`' ENGINEER AMP �y�;``s�7,��y��`��iimmialmin f�iMdmud�W`` .�mmmmm'4W rJLVjEmsmimwi J.; rAmvr�vfmml KtWUIKtJ AUUMUNAL Z- ov I IlSiLJ ar v,v� h ver arc n .Uv DATE � REVISION ' DATE STRUCTURAL PANELS + TYP. CONNECTION DETAILS REVISION lif k:f rk1 F k: 1140 All Pro Drive Elkhari, IN 46514 i ICBO ES EVALUATION REPORT NO. ER -2621P O. PART COMPONENT • DETAILS Nom. 250,E -31,�ti s Gr C11� tr`' ENGINEER AMP .Uv DATE � REVISION ' DATE STRUCTURAL PANELS + TYP. CONNECTION DETAILS REVISION lif k:f rk1 F k: 1140 All Pro Drive Elkhari, IN 46514 i ICBO ES EVALUATION REPORT NO. ER -2621P O. PART COMPONENT • DETAILS �9%VPMRt7tNk�lYaWda69 xrd u . ..: 3J :— FOR BOLT .25'r— 3.000' SIZE SEE—.50" DETAIL 'S' 37" 4) 3.00' AT LEFT i 2 5/16' BOLTS W/ 1" DIA. 7f --� 3.0 .094r 0' 3,000' TYP.— .688'(4) x 3/32" THK. STL WASHER .80" f COVER PANEL 1.0,. 7 c(,) 14 j FII�GH' a , . ii ,� „ --2.25�I 1.fl ��-- �ALUMAX SEE TABLE A 3.00' 0, —oj ` NEXT PAGE _ `) I M ?37�{ ), 8.00' 1 2 5/16 BOLTS r I 2.30' I ALTERNATE COLUMN CONN. AIL 'S' AT RIGHT + 1236) " 1 OR 2.90' IBRACKETFOR INSTALLATION AND /020'DP. 12 GA. 8" x 3 1 I 3' S0. COLUMN PROPER CONNECTIONS. x 0' .062 RAD.(20) 1 1 DETAIL 'F', 'K OR 'U ( ) .187" RAD(16) 0.5" TYP. .0'�{ FLUTED COLUMN R STEEL "C"— CHANNEL HEADER 0 3COLUMN CONNECTIONS FOR 3" ALTERNATE COLUMN CONN. BRACKETS (3" ALUM. 23063-T6) " (� "t" = 0.062" UNLESS OTHERWISE NOTED (STEEL A-653 Fy=50,000 PSI) FASCIA HEADERS (STEEL A-653 Fy=40,000 PSI) 1.25" SPLICE 5.5' .188" 3.00", 4.00" " 5.00" OR 6.00" TYP. 1.0 0 00,100 00 COVER 00 00,100 00 3.5" PANEL 00 1 9 0 0 10.00" 7 COVER PANEL 8 Or 3/4" BOLTS 3" 1.5° 1.25" 00 OR 600" SEE DETAIL 'A' „ SEE TABLE "A" AT RIGHT 36 ® 3 431, 5" OR 6:1 10.0" NEXT PAGE DETAIL 'A' STEEL COLUMN Fy=36 KSI 1/2" X 9 1/4" DATE REVISION DATE REVISION �Z1F�SS/, 0.90" TYP. 12 GA, 10" x 3 112 ' , a Engineering Services 0.14 ���. TYP G 1� ' 1140 All Pro Driven 0.17' 3 _fir Buffmcpnwumuc Elkhart, IN 46514 STEEL "C"- CHANNEL HEADER sfY j/ am KC ICBG ES EVALUATION REPORT NO. ER -2621P — DRAWING (STEEL A-853 Fy=50,000 PSI) �l£ i�C;j OR PART COMPONENT PARTS do CONNECTION DETAILS ' NONE NAa�E 10" FULL-STRENGTH SPLICE DETAIL-- ASTM A 653 Fy=36 KSI EN RS STAMP 2/8/2000 �, 97CD03 3 OF 9 a4iV6ut�slk�iurld�atix+`�u ��:�§ .65 .125' 6.0' 5.15 010' _ 1.125.1 T I I I I I --�---- 36" --*� qo 6" W ALUM. HEADER SPLICE (6061-T6 ALUM. ALLOY) 062 SEE ETAIL 'AH' R-.375" FOR EXTRUDED 1 .1 87' HANGER W/ A -RAIL A -RAIL �1437* (8063-T8 ALUM. ALLOT) 2.10"1.710" "}- 375' A -RAIL -SE 11 � DETAIL 'AF' 057' 1.380" STABILIZER CUP FOR EXTRUDED HEADER 'AC' (8063-T6 ALUM. ALLOY) r SKYLIGHT PANEL TYPICAL 12' v -PAN TYPICAL 12' V -PAN TYPICAL SKYLIGHT PANEL CONNEC11ON WITH 12' V -PANS 8 - #14 SMP NOTE: HEADER HEADER SPDC£ MUST BE LOCATED WITHIN 12' OF A COLUMN. 0.15' EXTRUDED HEADER SPLICE WITH TIGHT FR INSIDE HEADER 0.15' L---.25WO" 5.406„ 14 SMS R. �--- 4.00„ 4" + A .5' 24" A ALASKAN EXTRUDED HEADER SPLICE (5061-T6 ALUM. ALLOY) }�-1. Sg 6" -----� EXTRUDED CHANNEL CONNECTOR .500„ (6063-T6 ALUM. ALLOY) .062 Typ. 1.562" - f 14 SMS SEE TABLE 8.5 J10 SYS 0 FOU -0W - FOR SPACING T SPAM. O.C.EU FM � pmu.s FOX- OX- PARm �-T 2.25' E OR TYP. 2.50' 1 43' o.3a•--� �-- l EXTRUDED HANGER (6063-T6 ALUTA. ALLOY) SCHEDULE OF ALLOWABLE SPANS FOR 6 12" PANELS ADJACENT TO SKYLIGHT PANELS. LIVELOAD *6" PANEL SPANS *12" PANEL SPANS t0. -18 0t. -24 0.032 0.036 0t. -18 0.024 0.032 0.036 j Q 11'-9' , r 14 -5 - 2r 17, -2 s 17° -9 'r 11 -0 , ■ 13 -3 , r 14 -7 - r 15'-1 20 8'-8" 10'-6' 12'-6' 13'-5" 7'-11' 10'-4' 11'-8' 2'-1" 12'-1- 2571-2m 25" 7 -2 9--5- r 11 -3 r 12'-1 7'-2- n 9 -3 , 10 -7' 11'-2 " 30 6'-1" , " 8 -8 " 10'-4 , 11 -1' " 6°-7 , n 8 -6 , 9'-9' 10'-3' USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS AND (1) SKYLIGHT PANEL PER <2) - 12' ROOF PANELS FOR SKYLIGHT TO PANEL C❑NNECTI❑NS, USE THE SAME NUMBER OF SCREWS AS PANEL TO HEADER, SEE TABLE 'A' DETAIL �p� PLASTIC USED IN SKYLIGHT FABRICATION' G.E. LEXAN POLYCARHINATE PER t*' # 3 'a ■ RES. REPORT 13285 jx t s- 062 r FOR 6' PANEL 1.10'��A " FOR 12' PANEL 0.85' � �� � 1.07' i FOR 6' PANEL L- �'�,_ 0.80' I F� ° PANEL I375' 0. 5,iL I 375' 42' 18' R=4.50" T .30' 5.50' JN= SEE SCHEDULE ABOVE FOR ALLOWABLE SPANS FOR PANELS ADJACENT TO SKYLIGHT PANELS & NUMBER OF ROOF PANELS NEEDED FOR 1 SKYLIGHT PANEL SKYLIGHT PANEL DATE REVISION DATE REVISION l_r C� y Engineering Services �Lu 1140 All Pro Drive I� N0. 260 0 d Elkhart, IN 46514 1 4*e I KG ICBG ES EVALUATION REPORT NO. ER -2621P DRAWING NONE OR PART COMPONENT PARTS & CONNECTION DETAILS 0 ��i�� NAME SHEET ENG'I r P 2/8/200{i M 97�D05 5 OF 9 R�MdtYIdIEtR€Si4llllw datH «mt,n a c II — _-- 8 — 5/1$' 0 BOL 5 1/2' x 10' ALUM NF BEAM OR VF BEAM OR /2" — 5.5' 2 5/16' BOLTS LO" DIA, 4 1 x 6" ALUM W BEAM i v2 TL 1.575" x 3/32 THK. STL. WASHER 1 1j2' COLUMN 1.0' 2 1/2' *8" OR 10' 8 — 5/16` BOLTS ,0'TYP.JL' .750' 2 1/2' .100' 2S' 1' STEEL POST 750' CUT BOTTOM FLANGE OF I—BEAM AS SHOWN AT * 3%<12°C' COLUMN OR 3 1/2'x10'x12 GA. C. .056 2 5/16' BOLTS (9C—BEAM TO COLUMN CONNECTION @ ALTERNATE — 4 1/2" X 6" X 5 1/2" X 7" 3' x 3' COLUMN ALUM, W BEAM CONNECTION DETAIL ALL 'I' BEAMS & 'C' BEAMS USE TABLE 8.3 COLUMN 'J' FOR QUANTITY OF HORIZONTAL BOLT „ USE TABLE 8.4 COLUMN 'N' FOR VERTICAL BOLTS, 5/16' BOLTS SEE TABLE 8.4 q. 544- COLUMN E4 FOR QUANTITY (MIN4) 3" SQ. COLUMN CONNECTOR BRACKET A3.125 'LTERNATE 3. 25 , ' {6063—T6 ALUM. ALLOY) MIN. OF 4.50" ALUMINUM "I' BEAM OR STEEL 'C' BEAM o. 0.5- � .a TOP PLATE "A' "C' 2 5/18- BOLTS W/ .1® 3SEE/32 11 iK. STL, TOP PLATE 'i�' 2 5/16' BOLTS SEE n x �I�SHER COLUMN Q' TABLE 8.3 COLUMN t=0.125 'L' =COLUMN SIZE + 1' 'W" = FOR QUANTITY "K" FOR QUANTITY '' i�_; COLUMN SIZE + 1/2' WITH A MINIMUM OF+ w TOP PLATES 'A' 'B' AND SCHEDULE 'B' FOR TOP PLATE CONNECTIONS WITH T BEAMS (Y, Z, AA) ON STEEL POSTS 3" STEEL COLUMN 't' = 0.048' 5P 2A' 4-14 Seas 1.0' .53" STS OLUMN TO HEADER CONN. BRACKET {6063—T6 ALUM.) qRWTE REVISION DATE REVISION 3" x 3" STEEL 1.0' HEADER 'AB` 1 Services Engineering 6—J14 SMS 1.0' , 19413 All Pro Drive Elkhart, 1N 46514 AA—L \.'WAIN BY. CMP 1CB0 ES EVALUATION REPORT NO. ER -2521 P SOLE-- mumm AY COLUMN TO HEADER CONNECTION FOR 3" X 3" STEEL HEADER "AB" COMPONENT PARTS dr CONNECTION DETAILS f NONENAME EN INEER STAMP 2/8/2000 N N 97CDO7 =70F Imptum NNI'l I's, ww " RAFTER .7210* 2'X 6 1/2'X 122 HANGER ALUM. RAFTER TERNATE 2- 2"X 6 1/2' 0 160 OR 24' 1co, HEADERS IN PLACE OFROLLFORMED 3"X 8" HEADER WITH O.C. HEADER POST & SIDEPLATES 0 08' EXTRUDED HEADER YX 3" POST 2-X 6 1/2' ALUM. FASCIA SPLICE WITH TIGHT FIT INSIDE HEADER. ALTERNATE -DECORATIVE FASCIA TRIM V4 Typ. of`ta 1 "14 -- @ALTERNATE 2-2" X 6 1/2" HEADERS WWI I -- RAIL -,,,-SEE. ou A, 2.808' r 3 #14 SMS EACH SIDE OR 4- 1/4-' BOLTS /-4- 114 S.M..... 0 "-3- X 8- BOX BEAM HEADER .750' --ALUMINUM "H' 6' ; BRACKET a -.3X 3' ALUMINUM 0.062" 9 k Typ. Iq COLUMN j 1.0 y < [ oi ED SIN S Tr 3' L_DF� 1 2'- 1/2 7 �11/2 _:4 1/2' 7% $6_0� � - 16, - 3 #14 SMS EACH SIDE SPLICE DI ALUMINUM 'H' BRACKET FOR 031/2- "J- HANGER CONNECTING COLUMN TO HEADER (6063-T6 ALUM. ALLOY) BJ 5 1/2- EXTRUDED HEADER SPLICE (6063-T6 ALUM. ALLOY) (6061 -T6 ALUM. ALLOY) NON-STRUCTURAL a: 2.9 2.109- 3 #14 SMS EACH SIDE OR 2 5/16- BOLTS 5.721" 87 4 . 5 1/2- EXTRUDED SIDE FASCIA (6063-T6 ALUM. ALLOY) .050 3'X 3' _41*X 6 1/2" REVISION 41 k, REVISION DATE #10 x 1.5' SMS SEE TABLE < COLUMN SIDI�PLATES AR 0 8.5 FOR SPACING 1.00 e' -ALUM. F001ING >< BRACKET 2 3/8- x 3 1/2' F USE ONLY ON SLAB"�n SEE NOTE OR d=26' FOOTER CID ® 1.324 AT RIGHT OR SMALLER CD Engineering Services q.. V LA -A c:r_ 1140 All Pro Drive 1.797' Elkhart, IN 46514 @ 3 1/2- -G- RAIL SLAB OR FOOTING &DWI BY: ICBG ES EVALUATION REPORT NO. ER -2621P (6063-T6 ALUM. ALLOY) OALUMINUM FOOTING BRACKET FOR CONNECTING OF \3 KG UMAINU NONE OR PART COMPONENT PARTS & CONNECTION DETAILS COLUMN TO CONC. SLAB OR FOOTING NAME N HEE7 (6063-T6 ALUM. ALLOY) CAM.- ENGI S STAMP 2/8/2000, M 97CD09 9 OF 9 j 1/2- DLA. PIASiIC SD" OR OxZ• EE SCHEUFR SIE LTERNATE 2- 2"X 6 1/2" VS HEADERS IN PLACE OF HEADER SPLICE MUST BE 3"X 8' HEADER WITH CENTERED ON COLUMN POST & SIDEPLATES 2-14 SMS EAC SIDE BOX SECTION \ 3"X 3" POST 3' X B' HEADER o NOTE: USE PIA91C PLUG TO FILL 1/2' IIA `i-i'T ACCESS HOLES USED WHEN ATTACHING 1 0 S.M.S. INTO ANOTHER BOX SECTION IN WHICH2- 2' X fi 1/2' SIDEPIATES 1 1 3"X 3' THE SMS LENGTH WOULD EXCEED 2 1/2. ONE EACH SIDE OF i L10 PLASTIC PLUG DETAIL ALTERNATE 2-2" X 6 1/2' HEADERS COLUMN COLUMN L1.1 L16 HEADER SPLICE DETAIL Gou 3,011 3.00 Y " 37" {4j 0.72 �L56- 0,72 - T X01 -� 0,93 't-- 3.00", 4.00" .188" � I 5.03. OR 6.00" TYP. QQ .688"(4) 0,72 3.0' 4 1 �TYF'. 3„ 4„J” OR 6" .0942) " .7 O"(4) 3.00 L3 � 10" R x 0.33 >,�6 STEEL COLUMN 10" HIGH ���iii 028 Fy=36 KS! ALUMAX .68 ' (4) I.D. 0,37 0.72 3.00", 4.00" .437T4) C� 5.00" OR 6.00" 125" RAD. T (IN)= 0.024, 0.030, 0.040 (ALUM) .020" DP. (36) = 0.048 (STEEL) DATE REVISION DATE REVISION x 70' .062" RAD. (20) mm COLUMNS MAY BE TRIMMED �!/FLEX (12) 187" RAD.(16) ALUM. FACING. QR�fESSI L31 FLUTED COLUMN L30 3" ALTERNATE COLUMN T U (3' ALUM, 6063-T6) (3003-1-116 ALUM. ALLOY OR �4i �=� 9 A-446 F -40 KSI STEEL Engineering Services "t" 0.062" UNLESS OTHERWISE NOTED Y- ) 1140 All Pro Drly® N0. "► Elkhart. IN 46514 CPA" ft KG IC80 ES EVALUATION REPORT NO. ER-2621P COMPONENT PARTS & CONNECTION DETAILS �j OF P/r NONE NAME FOR PATIO & COMMERCIAL LATTICE STRUCTURES DATE StyEET ENGIN MP 2/8/2000 M 97LTn3 2 OF 4 BEAM HEADER ALUM. "H" .3 6" BRACKET 3'"X 3" ALUM. COLUMN 3" 060 3 L24 ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6363—T6 ALUM. ALLOY) 3 #14 SMS EACH SIVE OR 2 5/16' DOLTS 2 3/8' HILTI KWIK 1r BOLT II W/ 2.5' 'i EMBEDMENT , 3"X 3" I 12"X 6 1/2 - POST /2"POST I SIDEPLATES ALUM. FOOTING I BRACKET i I s % + +v SLAB OR FOOTING L27 ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063—T6 ALUM. ALLOY) 2 #14 SMS EACH SIDE 3'X 3' POST --J r COLUMN W/ 'H' BRACKET HEADER SPLICE FAUST BE CENTERED ON COLUMN 2- 114 SMS D 0 EACH SIDE 3' X 8' HEADE.>2 0 G 2- 2' X 6 12' SIDEPLATES 'X 3" ONE EACH SIE Ci=COLUMN COLUMN L1 s HEADER SPLICE DETAIL QRov tSS, T U ME i"IM1c%*=17i1 O&W + Engineering Services 1140 All Pro Drive Elkhart, IN 46594 spy` ICt3O ES EVALUATION REPORT NO. ER -2621 P y /�y 3s X R" BOX .036' OR .042' x 3' x 8" HEADER 70 t L25 & 90 MPH WIND SPEED 3"X 8 HEADER 2 #14 SMS EACH SIDE BEAM HEADER ALUM. "H" .3 6" BRACKET 3'"X 3" ALUM. COLUMN 3" 060 3 L24 ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER (6363—T6 ALUM. ALLOY) 3 #14 SMS EACH SIVE OR 2 5/16' DOLTS 2 3/8' HILTI KWIK 1r BOLT II W/ 2.5' 'i EMBEDMENT , 3"X 3" I 12"X 6 1/2 - POST /2"POST I SIDEPLATES ALUM. FOOTING I BRACKET i I s % + +v SLAB OR FOOTING L27 ALUMINUM FOOTING BRACKET FOR CONNECTING POST TO CONC. SLAB OR FOOTING (6063—T6 ALUM. ALLOY) 2 #14 SMS EACH SIDE 3'X 3' POST --J r COLUMN W/ 'H' BRACKET HEADER SPLICE FAUST BE CENTERED ON COLUMN 2- 114 SMS D 0 EACH SIDE 3' X 8' HEADE.>2 0 G 2- 2' X 6 12' SIDEPLATES 'X 3" ONE EACH SIE Ci=COLUMN COLUMN L1 s HEADER SPLICE DETAIL QRov tSS, T U ME i"IM1c%*=17i1 L2� ,�— 3 #114 SMS EACH SIDE — oo - I� I p 3 #14 SMS EACH SIDE 2'X 6X2 SIDEPLATTEEss 3"X 3' POST COLUMN W/ SIDEPLATES 12 ®• ra (USE ONLY FOR ATTACHM LATRGE PATIO STRUMM). CONCRETEAFOOTIING3_ pry' DATE REVISION DATE REVISION O&W + Engineering Services 1140 All Pro Drive Elkhart, IN 46594 spy` ICt3O ES EVALUATION REPORT NO. ER -2621 P NONE URAONG COMPONENT PARTS do CONNECTION DETAILS OR ART NAME . FOR PATIO & COMMERCIAL LATTICE STRUCTURES 2/6/2000 M 97LT04 OF # !2 -02, ENGIN ERS STAMP L2� ,�— 3 #114 SMS EACH SIDE — oo - I� I p 3 #14 SMS EACH SIDE 2'X 6X2 SIDEPLATTEEss 3"X 3' POST COLUMN W/ SIDEPLATES 12 ®• ra (USE ONLY FOR ATTACHM LATRGE PATIO STRUMM). CONCRETEAFOOTIING3_ pry' DATE REVISION DATE REVISION O&W + Engineering Services 1140 All Pro Drive Elkhart, IN 46594 KG ICt3O ES EVALUATION REPORT NO. ER -2621 P NONE URAONG COMPONENT PARTS do CONNECTION DETAILS OR ART NAME . FOR PATIO & COMMERCIAL LATTICE STRUCTURES 2/6/2000 M 97LT04 OF #