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HomeMy WebLinkAbout064-400-059064-400-059 99-2627 HARDING, JIM JR. 6294 CUMBERLAND DR, MAGALIA CONTR: OWNER NEW SINGLE FAMILYF/Me 064-400-059 00-2699 r}, RODRIQUEZ, JESS 30.O 9 6294 COMBERLAND RD. PARADISE CONTR: PETKUS BROTHER EXTENDING DECK & SUNROOM 064-4 -059 01-1690 RODRIQ JESS �r'�4 6294 CUMBERLRD. MAGALIA CONT: CODE OF ARM ST MH DECK ADDITION L%. 1(0-0) E'JII G • - NOTES •RESIDENTIAL. 064-400-059 01-1690 } RODRIQUEZ, JESS 6294 CUMBERLAND RD. MAGALIA , CONT: CODE OF ARMS CONST (MH DECK ADDITION SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED ( e) ( _ JO l s Signature V= OK 0 = Not OK = Not Applicable MOBILE HOMES = Not Ready Date, MOBILE HOME UTILITIES (Plans) OK except N's 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4: Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"tt./ /'LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 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, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. 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 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. ` Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 kil J = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (S Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Sleel-Elec. Grnd.-/ f' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ r' Ftg. Depth 5. Stemwalls, Main; Steel- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. 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 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. 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. Subfeed 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 ❑ 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 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. 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 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 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 ingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rttr. Ties-Purlin-Roff Brac.-Truss-Shting'-Rfnp. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Hir.; 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 O Yes 82. Following Instld./Drive:) Yes J No/Walks J Yes D 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 Drive • Oroville, California 95965 • Telephone (530) 538-754 /��� WIT NO. (Rev. 12/96) '1 APPLICATION AND PERMIT AS SGSSOR PARCEL NUMBER 064-400-059 ZONING R1 BUILDING PERMIT OWNER RODRI UEZ JESS TELEPHONE 873-3381 SO. FT. OCC. BUILDING VALUATION 140 01 980-00 OWNERS MAIUNG ADDRESS 6294 CUMBERLAND. -RD• MAGALIA CA 95954 CONTRACTOR'S NAME CODE OF ARMS CONSTRUCTION TELEPHONE 873-0900 CONTRACTORS MAILING ADDRESS 14052 DREXEL, DR. MAGALIA CA 95954 CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS FITepIflCe Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 99-00 ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDING ADDRESS 6294 CUMBERLAND RD. MAGALIA Energy Plan Checking Fee $ PERMIT FEE $ 01.25 LOT NO. 23 SPARADISE PINES #5 35-88/91 MAP P 8EL20-70 PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ]I Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Others Describe Work: MH DECK AnnTTTnN 140 SO FT Gas piping system 1 - 5 outlets 15.00 Building sewer15.00 Mobile Home S G W 920.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 1 20.00 V LESS Main Service . OOR R 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. g License Class _�/� Lic. No. 7 p 12 � OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO t000A 46.00 NEW CONST. DWELLING OCCUR SO OR ADDNS. ( 8 ACC. BLDS. 3.5¢FT. T. NoµREOSID MULTI -OUTLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. ':00 Ex, Occup. OUTLET OR FaruREs q�y g 0 Ex. Occup.. D,n TAP a D•DEa 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE t WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEI: $ Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forth th comp with those provisions. X Date 711,P101 __ Signature of Applicant - ❑ OwnerContractor ❑ Agen An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 61.25 HAZ. D. FE IMP X FLOOD '—' CDF �- pX X PID X X HD UE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. A By Q / Date PERMIT EXPIRES ON / /%���"j� � a� ReceiptNo. 324094/61.25 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 j / pE nnl No. (Rev. 12/96) APPLICATION AND PERMIT -- Q1_1 ASSESSOR PART'EL NUMBER f;T- BUILDING PERMIT OWNER r C7EPNONe g, SO. FT. OCC. BUILDING VALUATION OWNFA9 MAa) ADDRESS y CO CONSTRUCTION LENDER LENDER'S MAIUNG ADDRESS Fire lace ARCHITECT OR ENOINEFR LICENSE NO. Total Valuation b Filing Fee Be 20.00 ARCHm:CT OR ENOwEER9 MAUNG ADOMS Permit Fee b Go euanwoADDREss Plan Chockina Fee S as Energy Plan Checking Fee E S LOT No. sueav6IDN9 NAME PARCEL MAP PERMIT FEE = r PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE ch Trap 7.00 / SF ❑ Duplex E3 Mobllehome EY Other Sola heat um water heater 23.00 GPM Water f rt 15.00 TYPE OF WORK Each gas water ter or vent 15.00 New ❑ Addition ❑ Remodel ❑ Utilities ❑ installation ❑ Other Gas piping stem 1 outlets 15.00 - Buildingsewer 15.00 Describe Work: /� Mobile Home S G W 020.00 _ ryL-OAlt,� �� �y_ ��� PERMIT FEE ! - Z 1 ELECTRICAL PERMIT Fling Fee 20.00 —"—"'---- Main Service 2000A OOR LLESS 23.00 " Mfll Service 200A TO 1000A 46.00 NEW CO DWELLING OCCUP. OR ADONs. i ACC. SLOS. 3.5¢F°: NON•RESIO. MULTFOUTLET @7.50 POWER APPARATUS SINGLE OUTLET C0. I )CCU O OR FOrTURES---2;_0100 R-50 —ML EX. OCCU OUTLETS SIO SEA 5.00 1 i Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 2s PERMIT FEE $ *PERMIT FEE PAID ��� MECHANICAL PERMIT Filing Fee 20.00 _ SRA He 'n Coolin SHERIFF Hood 6.50 OTHER Ventilation PERMIT FEt: t Mobile Home Installation Fee $ Energy Inspection Fee $ i OCC CONST. TYPE TO AL FEE S AMOUNT RECEIVEDI D, PEES 1 FLOOD COF .rte' ..�- �► PA_ IW UE 1 This permit is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work *RECEIPTindicated NUMBER �� �/ �'� � above for which fees have been paid. * TO BE PVT INTO COMPVTER By _ Date PERMIT EXPIRES ON A;2 OWNER: ASSESSOR PARCEL ER: -��� Proposed Building Use: Building Inspector: Date: %- In -(J At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ?COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET ❑ 1. All iiems have been submitted .----------------------------------------------------------------------7-------------- . Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ �. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 04. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 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 .-----------: -------- 1110. -----=❑10. Fees of $------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. --------------------- ❑ 12. California Department of Forestry plan approval/fees.-------------- ❑ 13 Flood elevation certificate. ---------------C ------------------------- 5 4. Sanitation and plot plan approval ('_h 11?0 Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: 0' '� (B) Parking:--------------------------- 1118. --------------------------❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ~Legal Parcel. ----------------------- ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). El 22. Workers' Compensation carver and policy number. ----------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner ❑). -- 024. Letter of signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ------------- ❑26. Letter of intent on building use. ---------------------------------------------- 027. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. --------------------------------- 029. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. Other: _ (Date) I' When you issue the permit, process as follows ❑ Mail to owner, ❑Mail to contractor. elephone `3 93-6 906 and hold for pickup at office. C1Deliver with inspector. 4 1 /o Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Dep o , Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required datAy ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, o Building Divisi n counter, by Date: Plans reviewed by: Date: Plans approved by: / Date- 2227: Sets of plans on hold -in•❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 6 � "t6C(o lJ E.H. USE ONLY Plot Plan Aftachmd Floor Mon Attachod 3 Sent to B.O. ! c C.-,4 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for 4wellin Ot Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist Date 9/96 FROM :CODE OF ARMS 11 148'-4' P60fP6ANFOR:_ FAX NO. 011-1• 7 wNr 155 k0VpIQLfZ 6294 CUMMIANl7 p9. MhGPLIA. CA 95959 064-400-059 EWk7y UbTM MUM PAPIO ROOM oteps. Sep. 04 2001 01:32PM P2 W(a nPI( ZMED 6Y; GODS Of AW GOWIUIION Lie.. 4781245 AMA OF PECK �'11 " 8 —7 bce API OX. 140 1.ft 17' �A 69'-4' pF01`05 n [W rXTEWON Scale 1/ 16" I' U" rR •80' is' 8 148'-4' APPROVED Butte County Environmental Health _5--_ o2 ®ate Signature Environn*ental Health SEP - 4 2001 Chico, CA 148'-4' 11' wo l ,4' p OP05Fn PFCK MN110N -""""" . -""" •'' V Scale = I/ 16" - 1'0'' e0' r NOTES RESIDENTIAL 064-400-059 00-2699 RODRIQUEZ, JESS 6294 COIvMERLAND RD. PARADISE CONTR: PETKUS BROTHER EXTENDING DECK & SUNROOM SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r s y� JOB FINALED (Date) Signature "4( V = OK 0 = Not OK - = Not ReadApplicablb = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s Zo ' Requirements -Setbacks -Easements 1. Zoning Requirements-Setbacks-Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or.Joists-Decking-Bracing-Stairs-Rails 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Bea ms- Rftrs :Connectors Pd<9.-Frg-Bracing / 3. Sewer; Location-Test-Fall-C/O-Concrete Alum. Awn.; Columns -Connections -Splice -1 -Enclosures 4. Water; Location-Test-Easement Needed (Sketch) Carports; Windows -Doors 5. Electricity; Location-Clearances-Grnd-/ /Amp-Concrete Electric 6. Gas; Location-Test-Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ PLPG Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 7. Well Clearance & Disconnect Siding; Nailing -Veneer -Stucco -Mesh 8. Utility Clearance oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Date Card B-1 Date Card B-1 Date 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 1. 3. Gas; MH Test-Demand-Valve-Connector 2. 4. Electricity; MH Test-Crossovers-Breakers-Clearances 3. 5. Drain; MH Test-Fall-Flex Connector 4. 6. Water; MH Test-Regulator-Connector 5. 7. Water and Sewer Connected-C/O to Grade-HD Approval 6. 8. Gas and Electricity Tagged 7. 9. Tie Downs-Type-Installation Cert. 8. 10. Exits; Insp.-Sketch 9. 11. Can. of Occupancy 10. 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, COVE , CARPORTS GARAGES (Plans) OK except #'s Zo ' Requirements -Setbacks -Easements T T 3. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks; Girders and/or.Joists-Decking-Bracing-Stairs-Rails 4. Wood Awn.; Posts- Bea ms- Rftrs :Connectors Pd<9.-Frg-Bracing / Alum. Awn.; Columns -Connections -Splice -1 -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 1 oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date j� 8► Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 . Date Card B-1 Date - Card B-1 ✓=OK 7. Slab, Steel -Wrapped 8. 0 = Not OK 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test - = Not Applicable UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test (RESIDENTIAL (Single & Duplex) = Not Ready 12. Electric Underground ' Date Plenums & Ducts; Clearance -Material -Support -Ins. Underfloor (Plans) OK except #'s 14. Date FRAMING (Continued) 15. 1. Zoning -Setbacks -Easements -Flood -Slope 16. 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 47. Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 17. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 18. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 19. 5. Stemwalls, Main; Sfeel- Bloc kouts-Wrapped 20. 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 21. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 22. 51. Garage Fire Protection Framing 69. 6a. Hold Downs and Special Anchors 70. 52. Property Line Firewall & Openings 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Battle 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. Subfeed 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 ❑ Yes ❑ 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 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 FRAMING (Permit) OK except #'s Date 40. Sills Proper Materials & Anchors Comments at Final: 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 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Ramex 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 O Yes 82. Following Insild./Drive J Yes J No/Walks 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: a • w C� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 064-400-0 ZONING BUILDING PERMIT OWNER RODRJF.SS TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDREESSSS 6294 CFERLAND RD., PARADISE 300 R 7.500.00 195 C 2,535.00 CONTRACTOR'S NAME PEWUS BR()TM 916-1635-9966 TELEPHONE 55 0 385.00 CONTRACTORS MAILING ADDRESS SUNRISE UNRISE BLVD. RANCHO CORDOVA CA 95742 CONSTRUCTION LENDER * CAM DAN PETNUS [Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 10.490.M ARCHITECT OR ENGINEER LICENSE NO. Filin Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ 12 Plan CheckingFee $ Q BUILDING ADDRESS 6294 WMERI" RD. PARADISE CA Energy Plan Checking Fee $ $ PERMIT FEE S 27.191711 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: I,'RTF" MI1,G DECK 13X 15=195 Covered 5X 11-55 open Gas piping sy2tem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I GI W 1 920.00 PERMIT FEE $ SUVRMvi 15 X 20 = 3W ELECTRICAL PERMIT Fling Fee 20.00 R LESS Main Service 2001 OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencin with Section 7000 of Division 3 of the Busi g ) ness and Professions Code, and my license is in ll force and effect. License Class Lic. No. (� �, L/ 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 ! r/, ( t 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 - `+r /,1 -'f c' C� !, T t) , Main Service 200A TO 1000A 46.00NEW CONST, DWELLING UP. SO OR ADDNS. ( a ACC. sLnS. 3.5¢FT: N°O� ' MULTI -DU NOO N -REBID. TLET 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 00 Ex. Occup. OUTLET OR FIXTURES BAIL@':50 LNS Ex. Occup. o xuTLEt°rs R D °EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring23.00 3•� PERMIT FEE $ 43,00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Policy Number-,, , a �- n ] (The above sections need"nt b oe completed if the permit Is for work of a valuation of one hundred dollars ($100) or less.) not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X �t t fi �C Date %l- Q � GCS SignatGre of Applicgn f- ❑ Owner 0 Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. I Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE 270.90 HAZ. D. FE IMP �� FLOOD ...- C PARCEL Po I.; ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ,--_ ♦ Y' rig f -24-,,,, B / . fi=+r`��= Date 7 PERMIT EXPIRES ON / /% ' / (a - Receipt No. �UCj`� WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT CQUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT NO. - CO� (Rev. 12/96) APPLICATION AND PERMIT oc, -Q ASSESSOR PARCEL NUMBER , 064-400-0 ZONING BUILDING PERMIT OWNER .ODRI UEZ J SS TELEPHONE SO. Fr, OCC. BUILDING VALUATION . OWNERS MAIUNG ADDRESS 6294 CLME-RL4ND RD. PARADISE 300 R 7,500.00 195 C 2 535.00 CONTRACTOR'S NAME P=,,US BROTHER 916 TELEPHONE 635-9966 55 0 385-00 CONTRACTORS MAULING ADDRESS 3068 SUNRISE BLVD. '110CHO CORDOVA CA; 95742 CONSTRUCTION LENDER * CALL DAN PETKUS LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 126.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 6294 CUMBERUM RD. PARADISE CA Energy Plan Checking Fee $ $ PERMIT FEE $ 997- n LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: EXTENDING DECK 13X 15=195 covered 5X 11=55 open Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ScW,OOM 15 X 20 = 300 ELECTRICAL PERMIT Fling Fee 20.00 Main Service OR UES. 23.00 A 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 force and effect. License Class Lic. NO. �., D a. L OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 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' cc m en on insurance carrierand policy number are: Carrier s�,(� £ �'y A✓L Q - Policy Number (The above sections nee of be comp eted ff the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become subject to workers' compensation laws of California, and agree that If I should become subject to the workers' compensation pro ' ions of section 3700 of the Labor Code, I shall comply forthwi comply with those ovisions. Date %f— �Z ^ Q� Sin re of Applic ❑ Owner Acontractor ❑ Agent An OSHA permit is reWired for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service Wow TO 1000A 46.00 NEW CONST. DWEWNG UP. OCCSO OR ADONS. ( 8 ACC. BLDS. 3.5¢FT, EW N"ONRESD. muLT,' 0,mLETrS @7,50 P.APPARATus 8 SINGLE OUTLET CIS. Ex. Occup. OUTLET OR FocrLIREs s L 20 @ .50 Ex. Occup. oLITLEEDrs .E�slD°EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt $ Mobile Home Installation Fee $ Energy Inspection Fee $ CDC CONST. TYPE TOTAL FEE $ 270.90 HAZ. D. FE IMP FLOOD .� C PARCEL X Po HD S 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 /)VO/ PERMIT EXPIRES ON e Receipt No. 308943 I WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541RMIT NO. 4APPLICATION AND PERMIT a(�..; " 10 s 0� �usnwnPARcdNu�ot /(t0 400 V V m,.Na n BUILDING PERMIT T�"1ONe OWNER �c> J� Fr O SO. FT. OCC. BUILDING VALUATION OWMMs WAJND ADOMS lY D �J • CONrRACrOR1 NAI! �TEL"'NO"99� COMRACTOAS MWMD ADDRESS CONSTRUCTION LEW7 R) LENDER'S metro ADD ! —Fireplace Total Valuation s i ARCWrECT OR ENGINEER N6F No. Flip Fee $ 20.00 ARCHITECT OR ENONEERs WJUt4 ADDRESS Permit Fee $ • Plan Checking Fee $ � Q auILDNGADDREss %n Q /�j� ,U N zj- ��..✓ Energy Plan Checking Fee $ b 7. PERMIT FEE _ LOT NO°�O""810NSNA"� PARCEL PLUMBING PERMIT Fling Fee 20.00 ach Trap7.00 USEOFSTRUCTURE s4NM,heat pump water heater 23.00 LSF Duplex O Mobilehome O Other Water piping---. 15.00 �� Each as water hent vent 15.00 TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 New O Addition 13 Remodel O Utilities 0 Installation O Other E3 Building sewer �• � � —l� Mobile Home S G W 920.00 Describe Work: !i' 146ga, PERMIT FEE S Q� ELECTRICAL PERMIT Filing Fee 20.00 Main Service xo'�A D.R mss 23.00 Main Service zou TO IOWA 46.00 •NEW CONST. OWELIJNG OCCUR OR AODNS. & ACC. OLDS. 3.SCso. NON•RESIO. MULTWNtW GUM 1. IACLq l:.^7.50 POWER APPARATUS 8 SINGLE oURET cot EX. OCCU OVTIEr OR FUTURES 200 1.00 .50 Ex. Occup. O�RE°TS ESIO.OFA $•00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ �3�0 MECHANICAL PERMIT Fling Fee 20.00 *PERMIT FEE PAID � ��c 0► tin .SRA - $ Cooling---_ SHERIFF Hood 6.50 ventilation OTHER $ Vii--• $ PERMIT FEL S Y Mobile Home Installation Fee I s Energy Inspection Fee Is occ CONST. TYPE TOT L FEE $ a AMOUNT RECEIVED ��5"9, �� NAL °• FEES I IM rLOOD I °DPP PD I ND i IMUE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work *RECEIPT �D��� indicated above for which fees have been paid. NUMBER * TO BE PVT INTO COMPUTER By Date PERMIT EXPIRES ON a E.H. USE ONLY Plot Plan Attached/� Floor Plan Attacl d Sent to B.D. TO: Building Department FROM: Environmental Health U' SUBJECT: Sanitation Clearance (TP4- AX) -Oy9 Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for d..e...ng. Ot 3 1.-oLi n wt d :d nam n&,41B(1012.0' Hold final for: Final clearance O.K NOTE: for: Environmental Health Specialist L: 1 ZMyo Date .r,lti, ...7n..'i-v va'�:•+4+:..rt*.�v�•ni-:'�..' .r�fv�:�,•.+c"�'�y,��` "��• 'r,'w..� , r.x -• __ ... ... _ ���,�, �,-.n,,,,.,..-,.f..,,,,r.�,...' 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: �• / ASSESSOR PARCEL 1` ER: U� O � Proposed Building Use: 42546,,Building Inspector: - ' Date: _ 0—a--.0 Q At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.---------------------------------------------------------`--------------------------- 0, of plans, 3/4 sets, signed by the preparer of plans. - { --------------------------------------------------------- Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- gineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -- --=-- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ` ❑ 6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------- ❑ _Manufactured Home data and installation instructions including Tie Down Specifications .------------------ eesof$ r% ------------------------------------------------------------------------------------- act fees as shown on the attached schedule.---�L---------------------------------------------- --- alifornia Department of Forestry plan approvaUfees. - Sl'�-� --- 1 -------------'" - - ❑ 13 ood elevation certificate. ------------- — ---------------------------------------------------------------------- tation and plot plan app- ovalC t `� C el ealth Department. ------------------------------------------- � 15.City of Chico plumbing permit.----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- ❑ 17. Planning approval for (A) Use: (B) Parking: -------------------------- 1118. ------------------------- ❑18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ------------------------ El ----------------------❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑20. Pre -inspection for required. Request to Building Inspector on(Date) 021. Contractor's license information. (Number, Name Style, Classification): ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- 023. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑ 24. Letter of signature authorization. ----=--------------------------------------------------------------------------- 025. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- %e ❑26. Letter of intent on building use. =---------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits- ---------------------------------------------------------------------- ❑29. 0433 A OGrant Deed, ❑ Title, ❑ Check to H.C.D $--------------- �Other: TtIQ U J %1/------- � S ,W,h�en you i e ermit, ro ss as/�ollows ❑Mail to owner, ❑Maoo ccontractor. OTelepho -e - X35 tU and hold for pickup at "Y-oll—ution 'ce. ❑ Deliv with inspector. Z�7�00 tcw R (G -- 416 -.3-op-0 Applicant: Date: / I' �! a 00 Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: g actor designer, owner, was advised of the above required data by)qphon , ❑ mail, ❑ Building Division counter, by Date: L=4-00 Contr gner, owner, was advised of the above required data byWphone, pUmail, ❑ Building Division counter, by Date: 1? -11- 6 ,,,!on ac r designer, owner, was advised of the above required data by qCphone, ❑ mail, ❑ Building Division counter, by Date: 2-ejo Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet,,V A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 SCHEDULE OF FEES DUE OWNER �// �;'// '- -'-, PRO OSED BUILDING USE J /'1CIC- LIMILI 1. BUILDING PERMIT FEES --Balance Due ........................................................ $ --Additional Fees Due ............................................ $ --Additional Fees Due ............................................ $ -Revised Plan Checking Fee........ ........................ $ Q SCHOOL DISTRICT FEES ` AQAbt S 4#(paid at District Office) 3. SHERIFF FEES (paid at Building Division) Residential .................................... x $360.00 = $ Units Commercial (sq. ft.) ...................... 4. URBAN AREA FEES Residential ........................... Sq. ft. # Units Commercial (Sq. ft.) ............. Sq. ft. 5. RECREATION DISTRICT FEES x $0.03 = $ x =$ Amt. x =$ Amt. A.P. # _ 114W-4420 DATE Z - Z _41 RECEIPT # DATE REC. 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 TRAFFIC FEE $2500.00 (paid at Building Division) 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the n checking pro T ss. APPLICANT DATE 11-4� Pursuant to Government Co Section 66020, you are hereby notified that items 2, 3, 4, 5, 6, 7, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original - Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 6/00) 4 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM Av., ce (One form per Building) School District Q t S Building Department No. A.P. Number Jurisdiction: city County Property Owner C.) � 1z I. e -;L 1, S 7 - Property Location/Address Subdivision Residential. Development No of Living Units Comrher6ial/lndustriaf!"- P— New Building Department Lot No. .................................................................................................................. Sq. Footage 3 o Mobile Home Addition/ *Supplemental to (Group R) Installation Conversion Permit # .................................................................................................................. *(No foundation inspection)' Addition (Including Exterior, Roofed Areas) !/ dho — Z/ 1, ipresentative (Floor Plans reviewed by School District Personnel) No. M-010 / 01 — . . , V School District certifies that has complied with the requirements of Resolution No. represen n/� square feet. strict Representative CMPaid by Check # 'Remarks: JAB 2926 FULL MIT U -m( -(Vo Date (Applicant) (Phone Number) (zip Code) of $ by payment late z FJ Notice: You may protest the imposition of the fees identified above by submitting. a Written protest to the District, in compliance with Government Code Section 66020(a), within 90 dayi from the date fees are,paid. Failure to submit atimely written protest w I ill, prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act ICEGA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building departrnent►', Pink (school district) feeform.xis (10/98)dmm 0 Department of Developlelent Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX ' M December 11, 2000 Petkus Brother 3068 Sunrise Blvd. Rancho Cordova, CA. 95742 Jess Rodriquez Assessor Parcel Number: 064-400-059 Building Permit Number: 00-2699 This office reviewed and approved building plans for the permit application referenced above. The items identified below must be submitted prior to permit issuance Cl Complete and return the enclosed Butte County School Impact fee certification form. Sanitation and plot plan approval is required from the Butte County Environmental Health Department. If you wish to discuss any requirements, you may contact me at (530) 538-7541 between the hours of 1:00 p.m. and 4:00 p.m., Monday through Friday. i Sincerely, Glenn Gibbons Plans Examiner 1 of 1 Department of Development Services Building Division 7 County Center Drive Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX Residential Construction Requirements IMPORTANT This set of plans and specifications MUST be kept on the job site at all times and it is unlawful to make any changes or alterations on same without written permission from the Building Division, County of Butte. All materials and workmanship shall be in accordance with recognized good practices and of a quality prescribed for the specific use in the 1998 California Building Code (1997 U.B.C.), 1998 California Plumbing Code (1997 U.P.C.), 1998 California Mechanical Code (1997 U.M.C.), and the 1998 California Electrical Code (1996 N.E.C.) The following items are separated into two categories (general and specific). The "general" items are for your reference and are not specifically called out on the plans by the plans examiner. These items MUST be complied with, if applicable, and it is the builder's responsibility to comply. The "specific" items have been keyed to the plans. If an item is inadvertently left out or missed, it does not relieve the builder of any responsibility for code requirements, general or specific. GENERAL REQUIREMENTS • Guest rooms and habitable rooms shall have natural light equal to 10% of the floor area and natural ventilation equal to 5% of the floor area (Sec. 1203, U.B.C.) • Provide required room dimensions and ceiling height. (Sec. 310.6, U.B.C.) • Provide lights, switches, and receptacles for maintenance of mechanical equipment. (Sec.306, U.M.C.) • Approved vent and adequate combustion air for gas water heater and/or furnace. (Ch. 7& Ch. 8, U.M.C.) • Provide minimum one 3'-0" exterior door. (Sec. 1003.3.1.3,U.B.C.) • Provide adequate clearance and type A flue for fireplace/woodstove. • All stairways to comply with U.B.C. section 1003.3, for rise, nun, headroom, width, landings and handrails. • Hallways to be minimum 36" wide (U.B.C. 1004.3.3.2). • Underfloor access and ventilation per Sec.2306.3 & 2306.7, U.B.C. FILE Attic access and ventilation (UBC section 1505). COPY • Provide approved flashing at all exterior openings. • Provide 18" platform for appliances/equipment in garage capable of producing a flame, spark or glow. • Provide protection of appliances in garage from vehicular damage. • Closet lights per N.E.C. Article 410-8. • Provide certificates of conformance for all glu-lam beams. • Provide approved spark arrester at all chimneys/type "A" flues. • Provide 'h"x 10" anchor bolts @ 6' o.c. max. and within 12" of all joints. Provide 2"x 2"x 3/16" steel plate washer @ each bolt. (Sec. 1806.6, U.B.C.) • Foundations with stemwalls shall be provided with a minimum of one number 4 bar at the top of the wall and one number 4 bar at the bottom of the footing. (Sec. 1806.7.1, U.B.C.) • Slabs -on -ground with turned -down footings shall have a minimum of one number 4 bar at the top and bottom (Section 1806.7.2, U.B.C.) • Guardrails to have minimum 36" high top rail, with intermediate rails spaced that a 4" sphere cannot pass through (Sec. 509, U.B.C.) BUTTE COUNTY Page 1 of 2Owners Name: Rodriquez :.BUILDING DEP�t�TNfE[V�uilding Permit Number: 00-2699 APPROVED Plans Examiner: Glenn Gibbons • Veneer per Ch. 14, U.B.C. • Exterior plaster — weep screeds (U.B.C. section 2506.5). • Skylights per Sec. 2409 & 2603.7, U.B.C. • Protect plastic foam insulation per Sec. 2602.4, U.B.C. • Ground fault protection shall be required in all bathrooms, garage, kitchen, wet bar, and exterior receptacles (NEC 210). • Electrical, mechanical, and plumbing constriction (not plan reviewed) shall comply with the current editions of the National Electrical Code, Uniform Mechanical Code and Uniform Plumbing Code. • Minimum water closet clearances of 15" from its center to sidewall and 24" front clearance (U.P.C. 408.6). • Minimum shower compartment size of 1024 sq. in. & 30" circle (U.P.C. 412.7). • Provide plumbing fixtures, water closet clearances and shower sizes per U.P.C. SPECIFIC REQUIREMENTS 1. Provide safety glazing in all hazardous locations (U.B.C. section 2406). 2. Garage firewall separation — required on garage side, including supporting walls and posts (U.B.C. section 302.4 exception #3). 3. Install smoke detector's as per the requirements of U.B.C. section 310.9.1. 4. Special roof covering required, class B minimum. 5. Provide 2 separate exits from the third story (U.B.C. section 1004.2.3.2 exception #4). 6. Every bedroom shall have at least one operable window or door. Windows shall have a minimum net clear openable area of 5.7 square feet. Additionally, the window shall have a minimum net clear operable height of 24" and a minimum net clear openable width of 20". The window sill height shall not be more than 44" above the floor (U.B.C. 310.4). COLOR CODE USED ON PLANS Blue = Engineering Pink = Firewall Green = Braced wall panels Yellow = Important COMPLY WITH ITEMS INDICATED BELOW ❑ Your parcel lies within a designated 100 -year flood plain. Finish floor, electrical, H. V.A.C. equipment and services shall be a minimum of one foot above the elevation shown on the attached Flood Elevation Certificate. A Post Flood Elevation Certificate will also be required Note: We will normally accept the following as compliance with the flood elevation requirements: 1. Building is anchored to concrete stemwall system with conventional anchor bolts. 2. Building plate on top of stemwall to be one foot or more above the 100 -year flood elevation. (Plate height less than 24" above grade, or engineered design required). 3. Electrical, heating, ventilation, plumbing and air conditioning equipment and facilities located above the plate. 4. At least 2 openings in exterior walls, located on opposite or adjacent walls with a total net area of not less than 1 square inch for every square foot of enclosed area. 5. The bottom of the openings shall be no higher than 1 foot above grade. 6. The openings may be screened or covered with other devices that will permit automatic entry and exit of floodwater. ❑ Fire sprinklers are required in this structure. ® This parcel is located within the California Department of Forestry and Fire Protection area. Compliance with the attached CDF fire safe requirements will be necessary. ® All structures and equipment including overhangs shall be clear of all easements. A setback of 5' from the side and 15' from the rear property lines and 20 feet (25 feet if Federal Aid Route) from the edge of the right of way shall be clear of structures and equipment except for a 2 foot overhang. ® Expansive soil may be encountered on this site. This condition may require the foundation to be designed by a California registered engineer or licensed architect. Page 2 of 2 Owners Name: Rodriquez BUTTE COUNTY 1 Building Permit Number: 00-2699 BUILDING DEPARTMENT Plans Examiner: Glenn Gibbons • � ,A -77 ;` , V6 AoADf— 04 -J ...... i_i i ( Tl Ro otrpK Ar 7 T— Date ------ ----- 1 ,,awn gel T-171- -4.4 CDF FIRE SAFE REQUIREMENTS AP# PERMIT # NAME Under authority of PRC 4290, the following checked items are required by the Butte County Fire Department and are made a part of this permit. These requirements are minimums and will be superseded by Butte County. local regulations which equal or exceed these standards. Field inspections will be made by the Butte County Building Department for compliance. 1272.00 Maintenance of Defensible Space. To ensure continued 'I maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance must be provide for by the land owner. Driveway Standards 1273.02 Surface. All driveway surfaces and structures (bridges, 1273.07 culverts and other app-artenant structures which supple- ment the roadway bed or shoulders) shall provide unob- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. [�] 1273.03 Grade. Not to exceed 16 percent unless paved. 1273.04 Driveway Radius [ 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius; 2 feet.to those from 100-200 feet. [�} 2. The length of vertical curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet. 1273.05 _Turnarounds. If.required, will have a minimum turning radius of 40 feet from the center of the road. [_,_1273.05 Turnouts. Shall be a minimum.of 10 feet wide and 30 feet long with a minimum 25 foot taper on each end. -1270.10 "Width. All driveways shall provide a minimum 10 foot traf f is lane and unobstructed vertical clearance of 15 A feet along its entire lengtUE C0U11,11TY Page 1 of .2- WLDING DEPARTMENT- P-PRO-�E. - ;• i 6(4_40 AP # PERMIT # N [�] 1273.10 Turnouts. Driveways exceeding 150 feet in length, but less than 8.00 feet in length, shall provide a turnout near the midpoint of the driveway. Where a driveway exceeds 800 feet, turnouts shall be provided no. more than 400 feet apart. [Xj 1273.10 Turnaround. A turnaround shall be provided at all (( building sites on driveways over 300 feet in length and shall be within 50 feet of the.building. 1273.11 Gates [}� 1. Gate entrances shall be at least two feet wider than I the roadway it serves. 2. The gates must be located at least 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. [ ] 3. Where a one-way road with a single traffic lane provides entrance, a 50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defensible Space. [ ] 1. All parcels 1 acre atid larger shall provide a mini- mum 30 foot setback for buildings and accessory buildings from z,11 property lines and/or the center of the road. [�] 2. For parcels less than l acre, local jurisdiction shall provide for the same practical effect. See Other Requirements below. 1276.02 Disposal of Vegetation and Fuels. Disposal, including chipping, burying, burning or removal to a landfill site approved by the local jurisdiction, of flammable vegetation and fuels caused by site development and construction, road and driveway construction and fuel modificatior shall be completed prior to completion -of road construction �r f_.ial inspection of a building permit. RUN CON B J �i 0NIC DEPART °"Di5e Page 2 of 3 Y r AP # PERMIT # NAME Other Requirements If Building Setback is 15 to 30 Feet: - Class A or B roof - Enclosed eaves [ ] If Building Setback is Less Than 15 Feet. Choose any.3 of the following: - Metal or no doors on side toward property line with insuffi- cient setback - Class A or B roof with enclosed eaves - Interior automatic sprinkler system per NFPA 13D - Glass area not -to exceed 10% of wall area toward property line with insufficient setback - Siding from the following list: Stucco - 3 coat Hardi-Board or Plank Masonry Masonry veneer Metal Other Butte County Fire Department approved materials [ l Date Signature P� of 3 YE C T' V '02 P � 8.r w 74-f6,f,6 IP F-1 v` = o rj X07 M-1 9=1 Uj r V 0. o AI413 _ 14 n AN, fi YJL ENGINEERING 12017 Gold Pointe Lane Gold River, CA 95670 E—AN.- Tel (916) 985-8705 STRUCTURAL CALCULATIONS (REVISION) PROJECT: SUNROOM FOR JESS RODRIQUEZ RESIDENCE 6294 CUMBERLAND ROAD PARADISE, CA 95954 , CONTRACTOR:. PETKUS BROTHERS 3086 SUNRISE BLVD, SUITE D RANCHO CORDOVA, CA 95742 916-635-9966 , CONTENTS: 1. DESIGN CRITERIA 1 2. DECK JOISTS AND BEAMS 2-14 3. SUNROOM ATTACHMENT 15 4. FOOTINGS & DECK FRAMING 16-18 5. SECTIONS . 19 6. ELEVATIONS 20-21 7. FLOOR PLAN 22 .00-2699 Q',oFESS/O* 8UTTE COUNTVBUILDING DEPARTMMY 0 No. 36783 m Exp. rn PV / 2/7/00 �F CA\\FO October 28, 2000 Design Criteria Building Code: 1997 UBC Vertical Load: Roof Load: DL 5 psf LL 10 psf SL 20 psf Wall DL 5 psf Floor: DL psf LL psf Ceiling: DL psf LL psf Deck: DL 10 - psf o LL 40 psf • SL 38.5 psf. GROUND SNOW LOAD Pg=55 PSF Pf=Ce x I x Pg SL=0.7 X 1.0 X 55 =38.5 PSF (non -concurrent) Wind Load: Basic wind speed: 75 mph, qs=14.5 psf Exposure C 1=1.00 Primary Uplift Wall System psf psf psf Height Ce Cq Cq Cq 1.3 1.3 1.2 0-15' 0.62 11.7 11.7 10.8 15'-20' 0.67 12.6 12.6 11.7 Seismic Load: o Zone 3 Z=0.3 1=1.0 R=5.5 (Table 16-N) Soil Type Sd (Default) Ca=0.3617 Cv=0.54 For residential structure: V=3.0 Ca x W/1.4 xR V=3.0 x 0.36 xW/1.4 x 5.5=0.14 W Foundation: 1. Allowable Soil Bearing: P=1000 psf 2. Sliding Friction Factor: u=0.30 3. Passive Pressure:Pp=300 psf 4. Active Pressure: Pa=35 psf Excel/Design load ©T,p FE S S10N �Q�o 'JA/U �f co z No.36783 M uj rn 2 Exp. ��q .IVIS FOF CA��F�P \v0 d N � f:l ii £8L9£ 'ON n Z3 Nbf''D\x 14�� '0711 = 0% lee�54 �o m 'Wow oz o, 8 n• �a/s r►'o/10'© o / e Title : Job # Dsgnr: Date: Beam Design OK Description 1.500in x Depth = 5.5in, Scope: `°: 5100°' .......... General Timber Beam Deflection Page 1 0.580: Description DECK FRAMING 0.000 in 0.000 in ...Location i General Information Maximum Moment Section Name 2x6 Center Span 8.00 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Ec Allow 625.0 psi Wood Density 34.000 pcf 1,600.0 ksi Uniform Loads 0.21 k Uniform Loads Over Full Span 0.00k -ft Center DL 10.00 #/ft LL 40.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Deflections _. Beam Design OK Span= 8.00ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin Dead Load Total Load Deflection Max Stress Ratio 0.580: 1 0.000 in 0.000 in ...Location 4.000 ft Maximum Moment ...Length/Deft 0.4 k -ft Maximum Shear' 1.5 0.3 k Allowable 667.25 0.7 k -ft Allowable 0.8 k Max. Positive Moment 0.42 k -ft at 4.000 ft Shear: @ Left 0.21 k Max. Negative Moment 0.00k -ft at 0.000 ft @ Right 0.21 k Max @ Left Support 0.00k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00k -ft @ Center 0.050 in Max. M allow 0.72 Reactions... @ Right 0.000 in fb 659.44 psi fv 33.55 psi Left DL 0.05 k Max 0.21 k Fb 1,137.50 psi Fv 95.00 psi Right DL 0.05 k Max 0.21 k Deflections _. Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.033 in -0.144 in Deflection 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,901.1 667.25 Right Cantilever...' Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 ,�$p FE S SIO�,� JAN P � � c� 0 No. 36783 M rn �. E.xn. M \, Q �OF CA,1���� (c) 1963-96". Wtk ALC KW -0603083, Ver 5.0.6,1 -Jun -1998, Win32 Title : Dsgnr: Description Date: Job # Scope Rev; 510001 .. _ _ ... ... .. General Timber Beam _. _.____.-__.-___-_. Page 1 Description FLOOR JOIST General Information Dead Load 13.30 #/ft Section Name 2x6 Center Span Total Load 8.00 ft Beam Width 1.5Q0 in Left Cantilever ...Lu 0.00 ft 2.00 ft ...Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 . Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads 0.000 in ...Length/Deft Uniform Loads Over Full Span Center DL Left Cantilever DL Dead Load 13.30 #/ft LL 53.20 #/ft Total Load Location Right Cantilever DL -0.189 in #/ft #/ft LL LL #/ft ... ...Length/Deft 4.000 ft 2,317.7 4.000 ft 508.58 Length/Deft 1,513.3 326.0 #/ft Summary Deflection 0.000 in 0.000 in ...Length/Deft Beam Design OK Span= 8.00ft, Left Cant= 2.00ft, Beam Width = 1.500in x Depth=.5.5in, Ends are Pin -Pin Max Stress Ratio 0.761 : 1 Maximum Moment 0.5 k -ft Maximum Shear 1.5 0.4 k Allowable 0.7 k -ft Allowable 0.8 k Max. Positive Moment Max. Negative Moment 0.55 k -ft -0.00 k at 4.000 ft Shear: @ Left 0.27 k Max @ Left Support -ft -0.00 k -ft at 0.000 ft @ Right 0.27 k Max @ Right Support 0.00 k -ft Camber: @ Left 0.048 in Max. M allow 0.72 Reactions... @ Center @ Right 0.062 in 0.000 in fb 865.80 psi Fb fv 44.39 psi Left DL 0.07 k Max 0.28 k 1,137.50 psi Fv 95.00 psi Right DL 0.06 k Max 0.27 k Deflections Center Span... Deflection Dead Load Total Load Left Cantilever... Dead Load Total Load Location -0.041 in -0.189 in Deflection 0.032 in 0.147 in ... ...Length/Deft 4.000 ft 2,317.7 4.000 ft 508.58 Length/Deft 1,513.3 326.0 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 /©�0 S S/O G-JAAt I No. 36 83 m U.Jm 0(c 6 [xp. _G (cj 1983-98 ENERCALC KW -0603083, Ver 5.0.6, 1 -Jun -1998, Vllin32 Title : Job # Dsgnr: Date: Description Scope : Rev: 510001 General Timber Beam Page 1 11 Description JOISTS TO SUPPORT PATIO WALL General Information 1.99 k -ft Max. Negative Moment 0.00 k -ft Section Name 3-2x6 0.00 k -ft Center Span 8.00 ft .....Lu 0.00 ft Beam Width 4.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads 4.000 ft Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads Uniform Loads Over Full Span 0.0 0.0 Center DL 68.50 #/ft LL 175.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft S Span= 8.00ft, Beam Width = 4.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.928 : 1 Maximum Moment 2.0 k -ft Maximum Shear * 1.5 Allowable 2.2 k -ft Allowable Max. Positive Moment 1.99 k -ft Max. Negative Moment 0.00 k -ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 2.15 fb 1,055.07 psi fv Fb 1,137.50 psi Fv al 4.000 ft Shear: al 8.000 ft Camber: Reactions... 53.68 psi Left DL 0.30 k 95.00 psi Right DL 0.30 k @ Left @ Right @ Left @ Center @ Right Max Max Beam Design OK 1.3 k 2.4 k 1.00 k 1.00 k 0.000 in 0.103 in 0.000 in 1.00 k 1.00 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.069 in -0.230 in Deflection 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 1,398.7 417.04 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 �$O FE S S/ON G -JAM q��y z u 141o. 36763 rn Vf rn �l ]n� P ski •. ►v!\- �tOF C AVN C.� (c) 1983-98 ENERCALC KW -0603083, Ver 5.0.6, 1 -Jun -1998, Win32 Span= 5.33ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Left Cantilever... Center Span... Title 0.753 Dsgnr: Date: ...Location Description ...Length/Deft Scope Re 51000' General Timber Beam Description EXISTING FLOOR BEAM General Information Allowable Section Name 4x6 Center Span 5.33 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf 1,600.0 ksi Uniform Loads Max @ Left Support Uniform Loads Over Full Span Center DL 70.00 #/ft LL 280.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 5.33ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Left Cantilever... Center Span... Max Stress Ratio 0.753 : 1 ...Location 2.665 ft ...Length/Deft Maximum Moment 0.0 1.3 k -ft Maximum Shear * 1.5 Allowable 1.7 k -ft Deflection Allowable 0.000 in Max. Positive Moment 1.26 k -ft at 2:665 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 5.330 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 1.67 Reactions... @ Right fb 856.20 psi fv 61.26 psi Left DL 0.20 k Max Fb 1,137.50 psi Fv 95.00 psi Right DL 0.20 k Max Deflections Left Cantilever... Center Span... Dead Load Deflection -0.017 in ...Location 2.665 ft ...Length/Deft 3,668.6 Job # Page 1 Beam Design OK 1.2 k 1.8 k 0.94 k 0.94 k 0.000 in 0.026 in 0.000 in 0.94 k 0.94 k Total Load Left Cantilever... Dead Load Total Load -0.083 in Deflection 0.000 in 0.000 in 2.665 ft :..Length/Deft 0.0 0.0 771.35 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Q,?,G FE S SI 04, JAN i C!1 0 No. 36783 r L'! r1 01- (c) P (c) 1983-98 ENERCALC KW -0603083, Ver 5.0.6, 1 -Jun -1998, Win32 Job # 7 Page 1 _--- ---- - 1..0 IU5 IDs lbs lbs lbs Live Load 943.0 lbs lbs lbs lbs lbs lbs ...distance 0.000 ft 0.000 ft 0.000 ft In nnn e n nnn a n nnn - Emma Span= 2.00ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.158 : 1 Maximum Moment 0.2 k -ft Maximum Shear * 1.5 Allowable 1.7 k -ft Allowable Max. Positive Moment. 0.18k -ft at 1.000 ft Shear: @ Left Max. Negative Moment 0:00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft Max @Right Support 0.00k -ft Max. M allow 1.67 Reactions... fb 120.55 psi fv 15.03 psi Left DL Fb 1,137.50 psi Fv 95.00 psi Right DL Camber: 0.48 k 0.07 k @ Right @ Left @ Center @ Right Max Max Beam Design OK 0.3 k 1.8 k 0.35 k 0.35 k 0.000 in 0.001 in 0.000 in 1.70 k 0.35 k Deflections Title : Dsgnr: Date: Description Center Span... Scope Rev: 510001 General Timber Beam Description EXISTING FLOOR BEAM SPAN 2 FEET General Information Deflection Section Name 4x6 Center Span 2.00 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads Uniform Loads Over Full Span Center DL 70.00 #/ft LL 280.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Job # 7 Page 1 _--- ---- - 1..0 IU5 IDs lbs lbs lbs Live Load 943.0 lbs lbs lbs lbs lbs lbs ...distance 0.000 ft 0.000 ft 0.000 ft In nnn e n nnn a n nnn - Emma Span= 2.00ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.158 : 1 Maximum Moment 0.2 k -ft Maximum Shear * 1.5 Allowable 1.7 k -ft Allowable Max. Positive Moment. 0.18k -ft at 1.000 ft Shear: @ Left Max. Negative Moment 0:00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft Max @Right Support 0.00k -ft Max. M allow 1.67 Reactions... fb 120.55 psi fv 15.03 psi Left DL Fb 1,137.50 psi Fv 95.00 psi Right DL Camber: 0.48 k 0.07 k @ Right @ Left @ Center @ Right Max Max Beam Design OK 0.3 k 1.8 k 0.35 k 0.35 k 0.000 in 0.001 in 0.000 in 1.70 k 0.35 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.000 in -0.002 in Deflection 0.000 in 0.000 in ...Location 1.000 ft 1.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 69,437.7 14,599.68 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 pFESS/ PSG -JAN (2:Y,/ �i v•� No. 36783 m L. C;i7./ �"*J 1983-98 ENERCALC K1IV-0603083, Ver 5.0.6, 1 -Jun -1998, Win32 Span= 5.00ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Title ° Dsgnr: Date: Dead Load Description Left Cantilever... Scope Deflection Rev: 510001 General Timber Beam Description (NEW) FRONT BEAM SPAB 5 FEET General Information ...Location Section Name 4x6 Center Span 5.00 ft Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft' Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads 0.00 k -ft Uniform Loads Over Full Span Center DL 112.50 #/ft LL 409.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 5.00ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.983 : 1 Dead Load Total Load Left Cantilever... Maximum Moment Deflection 1.6 k -ft Maximum Shear * 1.5 Allowable ...Location 1.7 k -ft 2.500 ft Allowable 0.0 0.0 Max. Positive Moment Max. Negative Moment 1.64 k -ft 0.00 k at 2.500 ft Shear: @ Left -ft at 5.000 ft @ Right Max @ Left Support 0.00 k -ft 0.000 in 0.000 in Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 1.67 Reactions... @ Right fb 1,117.92 psi fv 84.44 psi Left DL 0.29 k Max Fb 1,137.50 psi Fv 95.00 psi Right DL 0.29 k Max Job # Page 1 Beam Design OK 1.6 k 1.8 k 1.32 k 1.32 k 0.000 in 0.032 in 0.000 in 1.32 k 1.32 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.021 in -0.095 in Deflection 0.000 in 0.000 in ...Location 2.500 ft 2.500 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,830.4 629.76 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Q�p FE S S/ pN ql r JANco G No. 36783 m u rn rL Exp. yy. n \ OF C 1\� (c) 1983-98 ENERCALC KVV-0603083, Ver 5.0.6, 1 -Jun -1998, Win32 G� oda X/, z 74 A�z /o*F4oA/7 X6*� j s/v.y W --%.s- evb /d 9hj To �u�>ia0/�7 ,--,� �/ j)v- ze Sjo :::F- / = -Ido� ::F- c5`r/z/�y,a67t:� �/d 7--v I = /O fo /off -off q,pFESSION� !/q J JAN � cn No. 3E 83 m rnOpp S: Title : Job # Dsgnr: Date: /O Description Scope : Rev: 510001 General Timber Beam Page 1 Description DECK JOIST SPAN 8 FEET @ 16" O.0 General Information Center Span... Section Name 2x6 Center Span 8.00 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads Uniform Loads Over Full Span Center DL 13.30 #/ft LL 53.20 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 8.00ft, Beam Width = 1.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.764 : 1 Maximum Moment 0.5 k -ft Maximum Shear • 1.5 Allowable 0.7 k -ft Allowable Max. Positive Moment 0.55 k -ft a1 4.000 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft Max @ Right Support 0.00 k -ft Max. M allow 0.72 Reactions... fb 868.89 psi fv 44.20 psi Left DL Fb 1,137.50 psi Fv 95.00 psi Right DL Camber: 0.06 k 0.06 k @ Right @ Left @ Center @ Right Max Max Beam Design OK 0.4 k 0.8 k 0.27 k 0.27 k 0.000 in 0.063 in 0.000 in 0.27 k 0.27 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.042 in -0.190 in Deflection 0.000 in 0.000 in ...Location 4.000 ft 4.000 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,273.3 506.40 Right Cantilever... , Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 0 Q?'0 FE S S/CN f 3 10. 6783 z cs� m C_ �n I•\ t F� (c) 1983-98 ENERCALC • KW -0603083, Ver 5.0.6, 1 -Jun -1998, Win32. Title : Job # Dsgnr: Date: Description Scope : Rev: 510001 General Timber Beam Page 1 Description INTERIOR BEAM SPAN 6.5 General Information Section Name 3-2x6 Center Span 6.50 ft .....Lu 0.00 ft Beam Width 4.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin . Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads Uniform Loads Over Full Span Deflection 0.000 in Center DL 70.00 #/ft LL 280.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 6.50ft, Beam Width = 4.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.874 : 1 Maximum Moment 1.9 k -ft Maximum Shear * 1.5 Allowable 2.2 k -ft Allowable Max. Positive Moment Max. Negative Moment Max @ Left Support Max @ Right Support Max. M allow fb 994.01 psi Fb 1,137.50 psi 1.88 k -ft at 3.250 ft 0.00 k -ft ai 0.000 ft 0.00 k -ft 0.00 k -ft 2.15 Reactions... fv 60.56 psi Left DL Fv 95.00 psi Right DL Shear: @ Left @ Right Camber: @ Left @ Center @ Right 0.25 k Max 0.25 k Max Beam Design OK 1.5 k 2.4 k 1.16 k 1.16 k 0.000 in 0.046 in 0.000 in 1.16k 1.16k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.031 in -0.143 in Deflection 0.000 in 0.000 in ...Location 3.250 ft 3.250 ft ...Length/Deft 0.0 0.0 ...Length/Deft 2,556.2 544.82 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 ,O FE S S/0N JA CO z a No.36783 m w Exp. �q� CIV1� F OF C PR* 0 (c) 1983-98 ENERCALC KW -0603083, Ver 5.0 6, 1 -Jun -1998, Win32 Y Span= 6.50ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Title : Center Span... Dsgnr: Date: 0.488: Description ...Location Scope: Re°: 510001 General Timber Beam Description FRONT BEAM SPAN 6.5 FEET General Information Maximum Shear ` Section Name 4x6 Center Span 6.50 ft .....Lu 0.00 ft Beam Width 3.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads Uniform Loads Over Full Span Max @ Left Support Center DL 30.00 #/ft LL 120.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 6.50ft, Beam Width = 3.500in x Depth = 5.5in, Ends are Pin -Pin Left Cantilever... Center Span... Max Stress Ratio 0.488: 1 ...Location 3.250 ft ...Length/Deft Maximum Moment 0.8 k -ft Maximum Shear ` 1.5 Allowable 1.7 k -ft Allowable Max. Positive Moment 0.82 k -ft at 3.250 ft Shear: @ Left Max. Negative Moment 0.00 k -ft at 6.500 ft @ Right Max @ Left Support 0.00 k -ft Camber: @ Left Max @ Right Support 0.00 k -ft @ Center Max. M allow 1.67 Reactions... @ Right fb 555.05 psi fv 33.82 psi Left DL 0.11 k Max Fb 1,137.50 psi Fv 95.00 psi Right DL 0.11 k Max Deflections Left Cantilever... Center Span... Dead Load Deflection -0.018 in ...Location 3.250 ft ...Length/Deft 4,364.9 Total Load Left Cantilever... -0.080 in Deflection 3.250 ft ...Length/Deft 975.68 Right Cantilever... Deflection ...Length/Deft Job # Page 1 Beam Design OK 0.7 k 1.8 k 0.50 k 0.50 k 0.000 in 0.027 in 0.000 in 0.50 k 0.50 k Dead Load Total Load 0.000 in 0.000 in 0.0 0.0 0.000 in 0.000 in 0.0 0.0 (c) 1983-98 ENERCALC KW -0603083, Ver 5.0.6, 1 -Jun -1998, Win32 Title : Job # Dsgnr: Date: Description Scope : Rev: 510001 General Timber Beam Page Description BEAM TO SUPPORT DECK AND STAIR General Information Section Name 3-2x6 0.959 Center Span 5.50 ft .....Lu 0.00 ft Beam Width 4.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 5.500 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads 2.2 k -ft Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads @ Right 0.88 k Uniform Loads Over Full Span 0.00 k -ft Center DL 25.00 #/ft LL 100.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Point Loads Dead Load 105.0 lbs lbs lbs lbs lbs lbs Live Load 1,050.0 lbs lbs lbs lbs lbs lbs ...distance 2.500 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft 0.000 ft Summary Beam Design OK Span= 5.50ft, Beam Width = 4.500in x Depth = 5.5in, Ends are Pin -Pin Max Stress Ratio 0.959 : 1 Total Load Left Cantilever... Dead Load Total Load Deflection Maximum Moment -0.096 in 2.1 k -ft Maximum Shear * 1.5 1.4 k Allowable 0.0 0.0 2.2 k -ft 5,242.6 Allowable Right Cantilever... 2.4 k Max. Positive Moment 2.06 k -ft al 2.508 ft Shear: @ Left 0.99 k Max. Negative Moment 0.00 k -ft al 5.500 ft @ Right 0.88 k Max @ Left Support 0.00 k -ft Camber: @ Left 0.000 in Max @ Right Support 0.00 k -ft @ Center 0.019 in Max. M allow 2.15 Reactions... @ Right 0.000 in fb 1,090.50 psi fv 56.50 psi Left DL 0.14 k Max 0.99 k Fb 1,137.50 psi Fv 95.00 psi Right DL 0.13 k Max 0.88 k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.013 in -0.096 in Deflection 0.000 in 0.000 in ...Location 2.706 ft 2.684 ft ...Length/Deft 0.0 0.0 ...Length/Deft 5,242.6 691.04 Right Cantilever... Deflection 0.000 in 0. in ...Length/Deft 0.0 S Q$u 10�,-4 2 y z c� No.36783 M rn m Exp. Yk0 OF C,aL�F� Title Dsgnr: Date: Description Scope : Job # Rev: 510001 General Timber Beam Page 1 Description STRINGER SPAN 7 FEET LGeneral Information 0.00 k -ft at 0.000 ft Max @ Left Support Section Name 2x12 1.6 k Center Span 7.00 ft .....Lu 0.00 ft Beam Width 1.500 in Left Cantilever ft .....Lu 0.00 ft Beam Depth 11.250 in Right Cantilever ft .....Lu 0.00 ft Member Type Sawn Douglas Fir - Larch, No.2 Bm Wt. Added to Loads Fb Base Allow 875.0 psi Load Dur. Factor 1.000 Fv Allow 95.0 psi Beam End Fixity Pin -Pin Fc Allow 625.0 psi Wood Density 34.000 pcf E 1,600.0 ksi Uniform Loads Uniform Loads Over Full Span Deflection 0.000 in Center DL 30.00 #/ft LL 300.00 #/ft Left Cantilever DL #/ft LL #/ft Right Cantilever DL #/ft LL #/ft Span= 7.00ft, Beam Width = 1.500in x Depth = 11.25in, Ends are Pin -Pin Max Stress Ratio 0.887 : 1 Maximum Moment 2.0 k -ft Maximum Shear " 1. Allowable 2.3 k -ft Allowable Max. Positive Moment 2.05 k -ft at 3.500 ft Shear: Max. Negative Moment 0.00 k -ft at 0.000 ft Max @ Left Support 0.00 k -ft 1.6 k Max @ Right Support 0.00 k -ft @ Right Max. M allow 2.31 Reactions... fb 775.83 psi fv 76.47 psi Left DL Fb 875.00 psi Fv 95.00 psi Right DL Camber: 5 Beam Design OK 1.3 k 1.6 k @ Left 1.17 k @ Right 1.17 k @ Left 0.000 in @ Center 0.010 in @ Right 0.000 in 0.12 k Max 1.17 k 0.12 k Max 1.17k Deflections Center Span... Dead Load Total Load Left Cantilever... Dead Load Total Load Deflection -0.006 in -0.063 in Deflection 0.000 in 0.000 in ...Location 3.500 ft 3.500 ft ...Length/Deft 0.0 0.0 ...Length/Deft 13,029.4 1,325.80 Right Cantilever... Deflection 0.000 in 0.000 in ...Length/Deft 0.0 0.0 Of SS/0�,�` �4, F � z cv No 67 3rn El p. OF C PAV\F 0� (c) 1983-98 ENERCALC KW -0603083, Ver 5.0.6, 1 -Jun -1998, Win32 Use bio x S�''�ao� S��v *A J".= /Vo l ��� x/33 7 - 44, =1417 / ?D sou , Gll ev-* 3 sly s� /4 17.4 X07 A?`,,< 2 9/ /9/ X80 4�, C41� Y12 L/5 E ` 1e/ --r.4 'evs (Lv xl "�C sw -$o FE S SIGN .a JAN Z�9`F2 No.33783 m In. � m �OF C A��F �_ /5r .16i94:�� eta bpd Lill l y i Zd0 'eAl2 71'%7 = j z4,K12� /b� d'9��0•� _� Z% /�52 f�( / �lf /j'6Z X/Z ?,O FE S S/ON J JAN T- Nlo. 6783 m cs rn sn Ci 1�- 3/4" PLY WITH 10d@6"EN&BN, 12" FN \ N u- O u- 60 � X N ADD4X4 M o 'v 0 v 2 X 8 LEDGER WITH 2- 1/2 DIA BOLTS @ 20" O.0 EXISTING BUILDING X 6 DF#2 @ 12"0.0 (E) 4X 6 BEAM LL LL o (D 2 X 6 DF#2 @ 12"O.0 M 0 4X4 (N) 4 X 6 BEAM _(N) 4 X 4 20'-0" DECK FRAMING PLAN FOUNDATION PLAN EXISTING BUILDING N LL 0 co X N Cf) 4X4 4X4 i LOOR JOIST 2 X 6 DF#2 @ 16" O.0 2 X REDWOOD DECK 2 X 8 LEDGER WITH a LL 2- 1/2 DIA BOLTS @ 20" O.0 EXISTING I IUILDING 6'-6" 7 5'-6" 5'-6,. x (V x N 04 x N U - 0o 2 X 8 LEDGER WITH co ' co 2- 1/2 DIA BOLTS @ 20" O.0 N X 4 POST( TYP) N 13'-0" �9 N 4X6+2X6 G 4X6+2X6 / oil 6'-0" 0,8 40,116 N c Q, y Q, N LLo 4X6+2X64X6+2X6 d' X 04 N - p t0 DECK FRAMING PLAN S (N) 4 X 6 BEAM � N N (N) 4 X 6 BE a LL 0 6'-6" 7 x (V x N x N 13'-0" V$O FE S SIo41 G.JAN 6'-0" c 0 No. 3678 W cc CY.-Y. m r� il DECK FRAMING PLAN F c Ae Sl /4 SoX/2' /4 r12„ Ie =2, 32 /8%� S� /��''s-o X/Z'� O /�i� � � • 99 // 9/�5� /� S� X/Z � 76 / �SQ / S� x/Z AA K #10X 31 @ 16" O. BEAM SEE F SIMPSON POST CAP SECTION A SECTION -(-B 8d@6"OCEN&BN 12" FN DECKING �e,;�0FEv3lpxco vA No. 3,763 Ex �� cp C Vl\- P pFCPv 3 2 x FJ SEE PLAN �9 opi � A4 5T4". //f).. 3o 0- fil �?e)wwo eAJLAI� AaOi {� �itotil �" /t�•,�( E/E'✓fir �'''� ... _ /oc�p Cs� tea; JEss Re 4 rz. �L �►_ � GZ9y C4M�tl� 2 ���G�NEER �O h CID1.0 cli 39x, ,r t wl � � o; �' C4 'A -L �c � Kbo 3�ftto� �7r/„! rel oity ���G�NEER �O h CID1.0 cli IL (J IA. :Z?l v NOTES ; RESIDENTIAL F064-4000-05999-2627 PERMIT NO. .�ARDING;•JIMJR- r{' ' ' 6294. CUMBERLAND DR-,.MAGALIA CONTR: OWNER NEW SINGLE FAMILY " .. h SPECIAL CONDITIONS i CHECKED I BY. SRA FLOOD CERTIFICATE REQ. Ilk FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS i VERIFY USE PERMIT CONDITIONS 5 SUB -STANDARD HOUSING LETTER w� ;1 OFFICE COPY _Address If* GAS Meter B Date/ - '. �! E L E R ��,�C�G(�� Meter By Da�4Z1a7 r `JOB FINALED (Date) i Signatur ,/ = OK %- Sewer; Location -Test -Fall -C/O -Concrete 0 = Not OK > - = Not Applicable MOBILE HOMES =,Not Ready S. Date MOBILE HOME UTILITIES (Plans) OK except #'s Gas; Location -Test -Wrap;-/ /" L'tt. / /'Nat. or/ /"L"ft./ /'LPG 1. Zoning Requirements -Setbacks -Easements Well Clearance & Discorinect 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) S. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'tt. / /'Nat. or/ /"L"ft./ /'LPG 7. Well Clearance & Discorinect 8. Utility Clearance Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rhrs.-Con nectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-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 J = OK 0 = Not OK - = Not Applicable = Not Ready Date loor (Plans) OK RESIDENTIAL (Single & Duplex) y I #'s I Date - FRAMING (Continued) SW t , ain; Soils-Elec. G�/(,��tg. Depth F!py-Garage; Soils-Steel-Elec. Grnd.-/ P Ftg. Depth F1p-'Porches & Decks: Soils -Steel-/ /" Fla. Depth 5LoTwalls, Main; Steel-Blockouts-Wrapped Ste ails, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel all -Fitting -Test -2 Way C/O -Sewer Test 1 Ga Pipe; Size Anchors - Yard Gas Piping; Size Test 1 ater Pipe; Test -Anchors -Regulator -Service Test 12. Ele it'Underground 3 lenu & Ducts; Clearance -Material -Support -Ins. oder s -Anchor Bolts-Joists-Vents-Crippies ccess & Ventilation 16. Insulation Date&/ff 0 Card 13-1 Date Card B-1 Date Card B-1 Date Card B-1 Date P1,IJMBING (Permit) OK except #'s Date Wa Htr.; Vent -Access -Combustion Air Baffle Pipe; Test & Anchor -Nail Protection A.CeDucts Insulation & Support Test Fittings & Anchor -Nail Protection r Pan; Test, First Floor -Tub Access 21. Tes Tub & Shower, Second Floor -Tub Access 92�<as Pipe; Sixe & Anchors Co nsate Drain & Overflow, Size & Grade Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date E TRICAL (Permit) OK except #'s Fix & Transformer Clearance -Ins. Protection Elec Receptacles Spacing -Lights & Switches at Doors ize oxes & No. of Conductors Stapled 2 on3Ax Installed Close to Edge of Studs & C.J. 2 quip. Ground made up w/Mech Fasteners -Bond Gas & Water 2.8.—Appliance Circuits in Kitchen & Conductor Size GFI 29. Subleed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle/ / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral O Yes I] No 31. ervice-Riser Conductors & Ground Main Disconnect uip. Clearances Panels-Motors-Mech. Equip. 3 C10hes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date M ANICAL (Permit) OK except #'s A.CeDucts Insulation & Support 3 Ve t -Fan, Exhaust above insulation Co nsate Drain & Overflow, Size & Grade Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 3 Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date F AMING (Permit) OK except #'s 4 iwproper Materials & Anchors 4 Walls Studs -Nailing Spacing & Braces -Plates -Sound Be ing Walls over Girders & Floor Nailing 42! D Stop in Walls (rat proof) F tops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing 4;w—Cling. Joist-Rftr. Ties-Purlin-Roff Brac.-Truss-Shting.-Rfng. it lace Ties or Type A Flue -Fireplace Throat Clearance 4 . Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 r indows or Exiting Doors -Sill Ht. & Dimensions 5 arage Fire Protection Framing 52 ro erty Line Firewall & Openings 5 xt. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 5 lywood on Roof Overhang -Attic Vents -Rafter Outriggers 5A, -Nailing Veneer _&?--ST5—co Mesh -Drip Screed -Fd. Vents-Underfir. Access Glazing Area -Glass Protection -Skylights -Plastic $9. Shear Wall iling-Bolts 60. Bra erior/Exterior Panels Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Dat • ! Card B- Date Card B-1 Date Card B-1 Date Card B-1 Date _,FMA L (Plans) OK except #'s Eeps-Door & Sidelight Protection -Landings oref—smq,tactor urnace Vents -clearance -Comb, Air -Connector - In ; Above Floor-Ducts-Mech. Protection 0o Exiting Bath Fixtures & Tub Access -Spa E . Trim & Subpanel, Breaker Sizes & Labels S ' s & Rails Fir ce or Stove, Clearance -Hearth I e utlets at Wood Panel, Int. & Ext. K' ix & Appliance; Ground -Air Gap -Cooking Clearance O lets & Receptacles at Kit. Counter <-, Fire Door: Swina-Landina-Closure 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in rage; Above Floor -Mach. Protection PI ., leg. & Mech. Equip. Listed for Location le -EI eceptacles in Garage (F. F.I.)-Romex Protection Ins}!la'tlo -Foam-Looked in Attic Gu ails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Cle,irdnce Looked under Floor 17 Yes Following Insild./Drive p Yes 0 No/Walks ❑ Yes 0 No/Planters :1 Yes ] No en bove Roof, Plbg-Appliance-Fireplace-Clearance to Openings at ell, Disconnect, Electrical, Plumbing xt r Elec. Trim, G.F.I. Receptacle -Underground enol n Throughout House las otection 9 or ,ons from Previous Inspections as =Meters Tagged, Gas -Electric ate er Connected -C/O to Grade -HD Approval n Compliance Certificate -Other Certificates Address Posted Date Card B- Date Card B-1 DaCard , -1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530)'538=7541 CORRECTION NOTICE OWNER / PERMIT NO. =x A routine inspection indicates that the following violations of butte county Ordinances exist. at the above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. Date 2&7149a- Inspector REV 10/92 -r• 1 t'LOERKE INSSULATION CO., INC. INSULATION CERTIFICATE 6294 Cumberland , Magalia Number and StreetCity County Subdivision Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material Brand Name Thickness (inches) Thermal Resistance (R -Value) 2. CEILING Batt or Blanket Type—Fibelgla�s�atts Brand Name Johns Manville Thickness (inches) 10.25" Thermal Resistance (R -Value) R30 Loose Fill Type Fiberglass Brand Name Johns Manville Contractor/s min. installed weight/ft sq. .500 Ib. Minimum Thickness 13., inches.~ Manufacturer's installed weight per square foot to achieve Thermal Resistance (R Value) R30 3. EXTERIOR WALL Material Feberglass Batts Thickness (inches) 3.5" 4. RAISED FLOOR Material Fiberglass Batts Thickness (inches) 6.5" 5. SLAB FLOOR / PERIMETER Material Thickness Perimeter Insulation Depth (inches) 6. FOUNDATION WALL Material Brand Name Johns Manville Thermal Resistance (R -Value) R13 Brand Name Johns Manville Thermal Resistance (R -Value) R19 Brand Name Thermal Resistance (R -Value) Brand Name Thickness (inches) Thermal Resistance (R -Value) DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficienc Standards for residential buildings (Title 24,Part 6, California Code of Regulations) as indicated on the Certificate of compliance,' where applicable. C.L.#499150 I LOERKE INSULATION CO., INC. Item #s Signature, ate Installing Subcontractor (Co. Name) Or FEB 2 9 2000 General Contractor (Co. Name) Or Owner 4 i Item #s Signature, Date Item #s Signature, Date Installing Subcontractor (Co. ame) Or General Contractor Co. Name)Or Owner Installing Subcontractor (Co. am) Or General Contractor Co. Name)Or Owner In f� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7, County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541�� RMIT No. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 064-40.0-059 ZONING BUILDING PERMIT OWNER HARDING JIM JR. TELEPHONE 877-8237 SQ. FT. OCC. BUILDING VALUATION 1679 r3 go,612-00 .OWNERS MAILING ADDRESS 5797 ACORN RIDGE DR 440 U 7,920-00 CONTRACTOR'S NAME JIM HARDING JR. CONSTRUCTION TELEPHONE 877-8237 190 56.0-00 160 1 120.00 CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace A 1-500.00 Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 650.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan CheckingFee $ 429 50- BUILDING ADDRESS 6294 CUMBERLAND DRIVE, MAGALIA Ener Plan Checking Energy g Fee $ 23.00 $ PERMIT FEE $115-5( LAT NO. 23 SUBDIVISIONS NAME PARADISE PINES- UNIT 5 PNCE MAPS ,•/ GV 0�/ PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF Cit Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodei ❑ Unifies ❑ Installation ❑ Other ❑ Describe Work: NEW SINGLE FAMILY 3 BEDROOM 2 BATH WITH ATTACHEDS Gas piping system t- 5 outlets1 5.00 i5. 00 Building sewer 15.00 Mobile Home ISI GI W1 @20.00 PERMIT FEE S 2 CAR GARAGE ELECTRICAL PERMIT Fling Fee 20.00 000R LE Main Service 200. OR LESS 23.00 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class 13 Lic. NO. 1 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. DWELLING OCCUP. OR Aicr°ou�rLS. orSS. ( .3.5♦t SO FT. 74.13 NEW n& NON -REBID. C @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. OunET OR FIXTURES Ex. Occup.BAL 20 @ 100 .50 Ex. Occup. DFlx�LEED�A R D) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE s 117.13 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Fling Fee 20.00 Heating 25.00 25.00 Cooling 25.00 25.00 Hood 6.50 Ventilation 6. PERMIT FEE $ 76.5 Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply wit those rovisions. X Date S' n e of Applicant - Owner Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or constructionr/ structures over 3 stories in heig Mobile Home Installation Fee $ Energy Inspecti n Fee $ §46.00 17 T' PE T TAL F $ HAz D. FEES I OD F D ISSUE This permit is hereby issued under the of the Butte County Code and/or fees have IndiAz By PERMIT EXPIRES ON / applicable provisions Resolutions to do work been paid. /��of Date �7' i _ v/�� ?,p co Dat Receipt No. d 11 • WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDS O -APPLICA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT � MZ \� ASSESSOR PARCEL NUMBER' ZONING BUILDING PERMIT �4 6Du;yoo"S9 --- — OWNER TELEPHONE ` FT._ { OCC. � — BUILDINGVALUATION OWNER-S MAILING A1304Eis --- CONTRACTOR'S NAME SLI%e'N I AWWIJG. )r, CONTRACTOR'S MAILING ADDRESS 5 F�rWG CONSTRUCTION LENDER N0)oE LENDER'S MAILING ADDRESS ARCHITECT OR ENGINEER ARCHITECT OR ENGINEERS MAULING ADDRESS SUIL.DINGADDRESS I q -:7-7-A--31 LICENSE �( LAT NO. SUBDIVISIONS NAME PARCEL MAP r 2 I P4ea. tN�s USEOFSTRUCTURE SFr' Duplex ❑ Mobilehome ❑ Other SPECIFY TYPE OF WORK New 17 Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 2 IaI,� wL atbzWc2CQA wAam /610/1-A0 PERMIT FEE TJL4J.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 800A OR LESS 200A OR LESS 23.00 Z !A7 Fire lace50 0- Qc50 O, Q(7 r1u,2 46.00 Total Valuation $ OCCUP. .�.SQSG. 6 ACC. BIDS. FT. NEW COWNST NON•RESID. ( Filing Fee $ 20.00 Permit Fee 50 • Plan Checking Fee t��'rj, $ Energy Plan Checking Fee $23 -co 111-�5-50 $ PERMIT FEE $ PLUMBING .PERMIT 'rsIFn—gPeej 20.00 Each Trap 211 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 C)o Each gas water heater or vent 15.00 L Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 5',M Mobile Home I S I G W 20.001 1 Ex. Occup. OUTLET OR FIXTURES 8Z4 .; EX. OCCU O m TSA a "Is 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE 1 : MECHANICAL PERMIT I Filing Feel 20.00 Cooling ZjW I ZS,Do Hood 1 6.50 , &Jh I Ventilation PERMIT FEI: $ .� Mobile Home Installation Fee $ Energy Inspection Fee r� S �C CONST. TYPE TOTAL FEE $ I Z. 0. FEES I IMP I FLOOD I COF I PARCEL I �0 MDI 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 PERMIT FEE TJL4J.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 800A OR LESS 200A OR LESS 23.00 Z !A7 Main Service 200A TO 1- 46.00 NEW CONST.OWEILNG DR ADDNS. OCCUP. .�.SQSG. 6 ACC. BIDS. FT. NEW COWNST NON•RESID. ( MULTI -OUTLET RRANCN CBiMl . �y @7.50 Ex. Occup. OUTLET OR FIXTURES 8Z4 .; EX. OCCU O m TSA a "Is 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE 1 : MECHANICAL PERMIT I Filing Feel 20.00 Cooling ZjW I ZS,Do Hood 1 6.50 , &Jh I Ventilation PERMIT FEI: $ .� Mobile Home Installation Fee $ Energy Inspection Fee r� S �C CONST. TYPE TOTAL FEE $ I Z. 0. FEES I IMP I FLOOD I COF I PARCEL I �0 MDI 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 H ,Q R COUNTY OP BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER:. /S^, r . ASSESSOR PARCEL NUMBER: 6;4 -1-106 - E3 Proposed Building Use: S , 1:: V Building Inspector: () (3 Date: l J - 15'-4g4 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: Date Received By 111. All items have been submitted .----------------------------------------------------------------------7-------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- 08. Hazardous. Material Form. ------------------------------------------------------------------------------------------ anufactured Home data and installation instructions ' including Tie Down Specifications .------------------ Feesof $ -=t- Q : ------------------------------------------------- 1. Impact fees as shown on the attached schedule. =� ;---- ________________________ __________ California Department of Forestry plan approval/fees---", Ery---- 6Z1?Z-15_-�__f__� ❑ 1lood elevation certificate. ---------------------------------------------------------------------------------------- Sanitation and plot plan approval Health Department. ------------------------------------------- IF BF - Ell 5. City of Chico plumbing permit. ----------------------------------------------------------------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. ---------------------------------------------- Planning approval for (A) Use: (B) Parkin 8. Contact Land Development about eImprovements, ❑ Drainage, Legal Parcel. ----------------------- Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- 020. Pre -inspection for required Request to Building Inspector on (Date) 021. Contractor's license information. (Number, Name Style, Classification). ------------------------------------ 0 22. Workers' Compensation carrier and policy number. ----------------------------------------------------------- ❑23. Owner -Builder Verification (Given to owner ❑, Mailed to owner EI) - -------------------------------------- 7 I ❑ 2OLetter of signature authorization.------------------------------------------------------------ ------------------- P. - 5 . Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- l z1 / [ 026. Letter of intent on building use.----------------------------------------------------------------------------------- 1127. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits.---------------------------------------------------------------------- ❑29. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ , _______________ _ k* Other: -____-- / ` When you issue the permit, process as follows ❑ Mail to owner, O�Iail toggntractor. 'ATelephone 0-7? -f��-3 % and hold for pickup at r/v' r 6 U //e office. ❑ Deliver with inspector. Date: 1{ 1- By: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was sed of the above required data by 11 phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: /a -3 Plans approved by: Date: j ?- Sets of plans on hold in o Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Z VAI yr ('nnv - n-4---+ rT.% .. 1---.,., 0-1 --• . Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Copy of plans sent ❑ Health Department, ❑ Fire Departm Date: a�. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance E.H. USE ONLY Plot Plan Attaehad� Floor Plan Attqched Sent to S.D. df 23 0Ya4 - 4co - 05-_q -� Owner V Location AP# Plan Approved for: Sewage Disposal ,,!�- Water Supply: Public Priva a Well Clearance for _jjJ dwelling. Other i✓ rrlG� 'X Hold final for: Final clearance O.K. for: NOTE: 1,3e cl,,-� /IZ E #-Y Environmental Health Specialist 8/96 /z -1-;99 Date is 5 COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION • 7 COUNTY CENTER DRIVE, OROVILLE CA 95965 TELEPHONE (916) 538-7541 SCHEDULE OF FEES DUE OWNER A.P. # PROPOSED BUILDING USE DATE RECEIPT # DATE REC 1. BUILDING PERMIT FEES -- Balance Due ................O�� -- Additional Fees Due ............ $ -- Additional Fees Due ........... $ -- R ised Plan Checking Fee ....... $ n 2. SCHOOL DISTRICT FEES Paseo*, > (paid at District Office) 1 � . 3. SHERIFF FEES (paid at Building Division) r Residential ........ �_ x $360.00 = $ 3%0 -uo /lob Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. r 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : _ $ ' #Units Amt. Commercial (sq.ft.) .. x =$ 5. RECREATION DISTRICT FEES (paid at District Office) 6. THERMALITO DRAINAGE DISTRICT FEES $510.00 (paid at Building Division) 7. SRA FRE INSPECTION AND PLAN CHECK $89.00 (paid at Building Division) �� 2� 8. WATER TENDER FEES (Battalion # ) $200.00 (paid at Building Division) 9. CSA 87 'TRAFFIC FEE $2500.00 (paid at Building Division) ' 10. OTHER At time of permit application, I was advised the above fees are required to be paid prior to issuance of the building permit. These fees may be changed during the plan checking process. APPLICA DATE Pursuant to Go ernme ode Section 66020, you an ereby notified that items 2,3,4,5,6,8,9, and 10 above may have been imposed on your project. You ha days from the date of approv 01 the project or from the imposition of. the above mentioned items during which you may protest. The requirements for a protest are specifi d JA Government Code Section 66020(a). Original -Building Div. 2nd Copy - Applicant 3rd Copy - Owner (Rev. 2/97) 0 AZ4D WHEN RECORDED MAIL TO: G BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 CORY of Document Recorded 10 -Dec -1999 1999-0051454 Has not been compared with original BUTTE COUNTY RECORDER AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8,of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such -inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: SF.F ATTACHED LEGAL DESCRIPTION Date DECI M ER 10, 1999 PROPERTY OWNERS: - I Nd, JR. State of California County of BUTTE On 12-10-99 before me, CHERI HOVEY, NOTARY PUBLIC personally appeared * JAMES HARDING, JR. * personally {mown to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WTI'NESS my hand and official seal. .` Seal: CHOV C;=;•,_f, ` 3� Comm. #1159283 "NOTARY PUBLIC CALIFORNIA 0 U ....—'A BUTTE COUNTY 1 A. P. # �� \ cl)-OSS .,. —> My Comm. Expires Oct. 20, 2001 ORDER NO. BU -176907-2 CH DESCRIPTION THE LAND REFERRED TO IN THIS REPORT IS SITUATED IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, AND IS DESCRIBED AS FOLLOWS: PARCEL I• LOT 23, AS SHOWN ON THAT CERTAIN MAP ENTITLED, "PARADISE PINES UNIT NO. 5", WHICH MAP WAS RECORDED IN THE OFFICE OF THE RECORDER OF THE COUNTY OF BUTTE, STATE OF CALIFORNIA, ON AUGUST 20, 1970, IN BOOK 35 OF MAPS, AT PAGE(S) 88, 89, 90 AND 91. CERTIFICATE OF CORRECTION RECORDED DECEMBER 2, 1970, IIS BOOK'1648, PAGE 2, OFFICIAL RECORDS. EXCEPTING THEREFROM ALL MINERALS, OIL, GAS, ASPHALTUM AND OTHER HYDROCARBON SUBSTANCES, WITH PROVISION THAT ANY AND ALL MINING OPERATIONS SHALL BE DONE FROM ORIFICES OUTSIDE THE SURFACE AREA OF THE LAND DESCRIBED HEREIN, AND THAT NO DAMAGE SHALL BE DONE TO SURFACE OF SAID LAND. AP#: 064-400-059-000 PARCEL II: A NON-EXCLUSIVE EASEMENT OVER LOTS A, B, C, AND D (THE COMMON AREA) OF SAID PARADISE PINES UNIT 5 FOR INGRESS, EGRESS AND THE USES AND PURPOSES SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS. r r-wr•.Y..y .'�. �� �. ..��. .. .+'tiv�..�-�t..r .w-"�..-_r+^.it'x.. „fit{F'rs ^�"'if•. •.^4'.' .+,-•v7r v►ax .. ..'-'u��t .: r'+iN,+ ._...-Y+..xi.'r'1`�-ter, f.�c7..-.. - r � r .A BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District �//[ J Building Department No. A.P. Number �(n r r'ye Jurisdiction: City County Property Owner Gf/Y Property Location/Address oC� �����( zp&,z L� �. a 3 Subdivision 60 Lot No. ..................... I...........................� .......................:....... Residential Development L� Sq. Footage 7 No of Living Mobile Home Addition/ Supplemental to (Group R) •Units�r' -. Installation -„j. -_ _ Conversion _ Permit (No foundation inspection) r' ,.:. . Commercial/Industrial O New Addition Building Department Iri000'r mans rrevviewea oy ocnooi uistrict versonnell District Identification No. G(/ L School District certifies that ?,Ir —7 (Street (City) has complied with the requirements of Resolution No. representing square feet. School District Representative Paid by Check # / Remarks: Sq. Footage (Including Exterior Roofed Areas) ia- - 9 Date XL G /L' (Applican'ti (Phone Number) (State) (Zip C by payment of $ 3Q .3S, AB 2926 $ FUtL-L'MITIGAT,IONI;' `'- Date Notice: You may prof s the,imposition of the fees identified above.by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Reoresentafive signing this Butte County Schools Impact Fee Certification Form,`the' School District is notified by the. applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), or, this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.As 110/98)dmm 1 December3, 1999 Jim Harding Jr. 5797 Acorn Ridge Dr. Paradise, CA 95969 Department of Development Services Building Division - 7 County Center Drive Oroville, CA 95965 (530) 5384541 (530) 538-2140 FAX Building Permit Number: 99-2627 Assessor's Parcel Number: 064-400-059 This office reviewed the above referenced building plans. Provide additional information and/or make revisions to plans, specifications and calculations as follows: 1. Please provide lateral analysis for the rear of the house due to the nook area. A plan check will be resumed upon receipt of the above item. Sincerely, Linda Sexton Building Inspector III. 1 RESIDENTIAL PLAN REVIEW GUIDE SINGLE FAMILY, DUPLEXAND MISCELLANEOUS ONLY Owner: Building Permit Number: Plans Examiners% A. P. Number: 410 FRAL: ing requirements — (number of permitted living units).lding permit valuation.ns signed by the designer. per description of work on the application. sting violations on the property. orded notice of violation. PLOT PLAN: ,41"Complete parcel size and dimensions. Setbacks, side yard, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. Special conditions on Parcel Map (Noise, SRA, Fire Sprinklers, Water Tender, Traffic and Drainage fees). FAU & FAS road setback. Building or utilities across lot lines (record form). FIsOOR PLAN: � Plans and specifications drawn to scale with dimensions and of sufficient clarity (Uniform Building Code section 106.3.3). % of natural light and 5% of ventilation (Uniform Building Code section 1203). Egress windows (Uniform Building Code section 310.4). Skylights (Uniform Building Code section 2409 & 2603.7). Glazing in Hazardous locations (Uniform Building Code section 2406). Required room sizes and ceiling heights (Uniform Building Code section 310.6). GFCI in baths, garage, kitchen, wet bar, and exterior receptacles (NE�Q 210) Prohibited locations of gas water heaters (Uniform Plumbing Cod.509& 1211.5). Prohibited locations of gas heating equipment (Uniform Mechani`1 Code 304'.'5)'�'.•�IN rage firewall separation - required on garage side including suppohirig walls and"posts (Uniform Building Code section 302.4 exception #3). ood stove location - .Alcove clearance (UMC section 205 confined space &A22-3 unconfinedyspace). moke detectors (Uniform Building Code section 310.9.1). ater closet clearances (Uniform Plumbing Code 408.5). I Shower compartment minimum 1024 sq. in. & 30" circle (Uniform Plumbing Code 412.1): -iF/ r 7P• December 1999 3.2 2UCTURAL DETAILS: Conventional construction — Unusually shaped buildings (Uniform Building Code section 2320.5.4). Standard bracing or engineered design (Uniform Building Code section 2320.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building (Uniform Building Code Table 18 -I -C). Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. Rafter ties or bearing ridge beam. Fireplace construction details and calculations if necessary. Garage door header size(s). Porch header size(s). Stud heights. Expansive soil — special foundation design required. Retaining walls requiring design. Special Inspection requirements. Header sizes. Gypsum wallboard nailing inspection required. SCELLANEOUS ITEMS: Stairway details — landings, rise and run, head clearance, handrails (Uniform Building Code section 1006). Guardrails (Uniform Building Code section 5.09). f3rick or stone veneer (Uniform Building Code section 1403). Exterior plaster — weep screeds (Uniform Building Code section 2506.5). Roof pitch for roof covering (Uniform Building Code Table 15-B-1& 2, 15-D-1 & 2). Roof covering type — (fire hazard). Foam insulation — protection. 36" halls and stairways (Uniform Building Code section 1004.3.3.2). Two exits on three — story dwellings (Uniform Building Code section 1004.2.3.2). Underfloor access and ventilation (Uniform Building Code section 2306.3 & 2306.7). Attic access and ventilation (Uniform Building Code section 1505). `Combustion air for fuel burning appliances — LPG requirements. requirements. design compliance and supporting documentation. T. r i g at exterior openings. responsible area requirements. 7. Building Pe t requirements: 17 SRA. 17.2. Flood elevation certificate. 17.3. Fire Sprinklers required. 17.4. Special Inspection requirements. 17.5. Use Permit conditions. 17.6. Sub -Standard Housing letter. December 19911 3.3 TABLE OF CONTENTS TOC Pro:j.e.ca Title:............... CUMBERLAND DR_ PROJECT Date _10-/31/99 18:29:13 Project Address AP#64-400- 59 CULAND MBER ******* . • - MAGAL- IA *v5 00* q'a� �' 7 Documentat ion Author ... Robert A. Ma-ngrum -- * * * * * * * Buj�77ing- Permit # Paradise. Mechanical-. /2_--3 5655 Almond-- S:tre-e_t- Plan Check-/ Date Paradise,. CA :959-69 530-8-77-8-882 Field- Check/ Date. Climate- Zon- e-........ , Com Method....: . MICRO PAS5- x5.00 for 19-9-9- S-ta-ndards- by Ener -comp-, Inc. p _1 is-nce- MICROPAS5 v5 -.GO File HARDINI Wth-CT-Z11S-!9,2 Program TOC User#--MR134-2- User -Paradise Mechanical Run--HARDING- T24- COMPLY TABLE OF CONTENTS Report Page FORM CF -1R ................ 1 FORM MF -1R ................ '4 FORM C -72.R_. _�..- _._ 7 HVAC SIZING ............... -10 ra i B! �\" CERTIFICATE -OF COMPLIANCE: RESIDENTIAL Page -1 CF -1R P-roj:.ect- Title-.......... CUMBERLAND- DR PROJECT- Da-to=..10/3-1/9-9- 18--l-2-9:'13 Project Address........ AP#64-400-59 CUMBERLAND ******* MAGALIA *v57.00* ****** Documents -tion Author... Robert A. N!-angrum- B -wilding Permit # _ Paradise- Mechanica1- 5 6 5 5 AI -mond -Street- Plan_ Check. / Date _ Paradise,_ CA 95-969- 530--8-77-888-2 Field Check/ Date Climate Zone-........... 11 - /1r. -1L �� •- _UiEiNi-LCHI E: lvieCla-ULL. . . . .. V_5_00 for -Stonards by Enercomp, Inc. M-ICROPAS-5 v5.00 File-HARDIN1 Wth-CTZ11S92 Program -FORM- CF -1R Use-r#-MP1342 User-Pa-radise Mechanical- Run HARDING T24 -COMPLY .GENERAL INFORMATION Conditioned Floor Area..... 16-5-6- sf Buil-ding Type .............. Single -Family Detached Cons-truction Type- ......... ISTew Building Front Orientation.. Front Facing 20 deg -"(N) Number of Dwelling Units-__ 1. Numb_eT- of- Stories-._._-__-. ._ ._.._ ... 1 Fl -o-= Construction Type-.... _ _' Raised:-_ Floor Glazing -Percentage ......... 14.3 *-.-of floor area Ave -rage Glazing U -value.... 0.65 Btu/hr-sf-F Ave -rage- Glazing SHGC ....... 0,66 BUILDING SHELL INSULATION Component Frame Cavity Sheathing Total Assembly Type- Type- R -value R -value- R -value - U value Location/Comments Wall Wood R-13 R-0 R-13 0.088 FRONT'WALL, LEFT WALL BACK WALL,- RIGHT WALL GARAGE WALL F Roof Wood R-11 R-19 R-30 -0.031 LEFT WALL, RIGHT WALL ATTIC Door n/a R-0 R-n/a R-0 0.330 GARAGE DOOR Floor.- Wood_ R-19 R- 0: R-19- 0-..03 7 FLOOR FENESTRATION Over - Area U- Interior Rxte-rior- hang/ orientation (sf) Value SHGC Shad= ng Shading Fins Window Front (N) 20.0 0.600 -0.650 Standard Standard Yetis Door Front (N)- 20.0- 0-.8-50- 0-.730 Standard Standard Yes Window Front (N) 25.0 0.600 0.650 Standard Standard Yes Window- Left (E)- 9.0 G. &GO- 0-.6-5-0- S-tandard Standard Yes Window Left (E) 8.0 0.60'0 0.650 Standard Standard None Window Left (E) 6-00- 0-.6-5-0- Standard- Standard ides Window Left (E) 8.0 0.600 0.650 Standard Standard Yes Window- Back (S)- 20.0- 0-.6-0-0 0.6.5.0 Standa-rd Standard Yes Window Back (S) 16.0 0.6-00 0.650 -Standard Standard Yes Window Back (S-} 40.0- 0-.6-00- 0-.6-5-0- Standard- Standard- Yes Window Back -(S) 20.0 0.60-0 0.650 Standard Standard Yes Door- Right (W)- 20.0 0-. &50- 0-.73-0. Standard- Standard- Yes Window Right (W) 4.0 0.-600 0.6-50 Standard Standard None -Gni-i� Ilo:rz_ 16.0 0 _68-0 0-.-67-0. S tandarct Standard- N-oxre= ;17 CERTIFICATE_ 0-F COMPLIANCE-:.RES-ID.EUTIAL__ Page_ 2_ CE -1R Project- Ti-t.l-e_..CUMBERLAND- DR. PROSECT-. Date__ _.10./ 3:1/ 99-` 18-:2-9-:'13 M-ICROPASS- v5 00 File.-HARDI-al Wth-CTZ11S-92 Program -FORM CF --1R _ User-#-MP1342- User -Paradise--Mecha-nica-1- Run-HARDING T24 COMPLY HVAC SYSTEMS Minimum Duct Duct Tested Duct ACOA Thermostat Equipment Type Efficiency Location- R. -value Leakage Manual -D Type- Furnace 0.800 AFUE Crawlspace R-4.2 No No Setback ACPackage- 10-.00 SEER Craw -l -space- R-4-.2 No No- Setback WATER HEATING SYSTEMS Number Tank External in- Energy- Size Ins-ul-ation Tank- Type-- Heater Type - Distribution- Type ays-tem Factor. (gar) R -value , Storage Gas Standard 1 0.61 - 40 R- n/a; SPECIAL FEATURES- AND MODFL-ING-A-S-SUMPTIONS ** * Items-- in_ this sec -tion- should --he- documented on tyre- p --arts-,_ , *_ *** installed to manufacturer and CEC specifications, and * * * verified- during - pla--n- check and-field-inspection.This building incorporates a Housewrap/Air Infiltration Retarder.— Th -is- building- incorporates- non--s-tanda- d Duct- Location. REMARKS -� 9 CERTIFICATE -OF COMPLIANCE-:- RESIDENTIAL- Page- 3- CF -1R _r03 CITIVIBERLANa DR_ FROJECMDate :._.L0.[3_1z/-99- 18-:29:1: MICROPAS5-v5.00- File-HAR-DIal Wth-CTZ11S-9-2 Program -FORM CF -IR - User# -MP -1-342 User -Paradise- Mechanical. R-un-HARD-ING- T24 COMPLY COMPLIANCE STATEMENT This certificate -of compliance -lists the-build-ing-features- and performance specifications- needed to comply with -Title -24, Parts 1 and 6- of the Calif-o-r-nia- C -ode- of- Regulations, and the administrative- re!piations­ to implement them.. This certificate has - been - signed by the- indi-vidual with overall design- responsibility.- When.this-certi.ficate of, comvliance_Is subm±tt--ect:E= &_ aingle building:7glan- to--tYE–rhurLt=- in multiple- o-rrentatIGP an -y- shading- feature- that—_ice varled:- i.s:- indkcate_cI7 in the--. Special: Fe"_ es -Modeling.,Aaslumptions- section- DES-1,GNER-or_ OWNER- DOCUMENTATION -AUTHOR Name.... JIM HARDING JR Company. JIM. HA -RDI -NG- JR CONST. Address. 5796 ACRON RIDGE PARADLISE-, CA 95,9 -6 -9 - Phone ... (530) 877-8237 Li-eense, Gc,, Signed.. (date) /FOaRCEMENT AGj'NCY Name -.- Title-_ Agency.. Phone.— Signed.. (date) Name.... Robert A. Mangrum) Company. Paradise Mechanical Address. 5655 Almond Stredt Paradise, CA- 9L5,969 Phone... 53-0-z877-8882 I _-'s SiqnecV. . Af 31- � 9' (date) MANDATORY MEASURES -CHECKLIST: RESIDENTIAL- Page -4- MF -1R Proj ect- iit -e _ __ _ _- .- CUMBERLANII. DR_ PROJE.CZ . Date-_._LO_/3_l-/99. L8---2-9:13 Pro ect Address AP#64 400 59 C ******* J ........ - - UMBERLAND MAGALIA *x5.00* Documentation Author ... Robert A. Kangrum- ******* Suilding.Perm-it # Paradis-e Mechanical- 5655- Almond- Street- P-1an__ Check- / Date _ Paradis.e-,.. CA 95969- 530-877-8882 Field Check/ Date - Climate -Zone ........... ateClimate-Zone-........... 11 - Compliance -Method ...... MICROPASS- x5.00 for 1.9-9-9 Standards- by Enercomp, Inc. M-ICROPAS-5 x5-.00 File HARDIN1 Wth--CTZ11S-9-2- Program --FORM- MF 1-R Use -r# -MP -1-3-4-2- User-Pa-radise Mechan-ica1 Run---HARDING- T24 COMPLY Note: Lowrise residential buildings subject to the Standards must contain these measures- rega-rdles-s- of the -compliance approach used. Items- marked- with- an asterisk (*) may be superseded by more stringent compliance requirements listed on the Ce-r-tifica-te-of Compliance. When this- checklist is -incorporated into the permit documents, the features noted shall be considered by all parties as minimum component pe-r-formance- sped€ications- €o -r the mandatory mea -s -u -r -e -s- whether they are shown elsewhere in the documents or on this checklist only. BU-ILDIN.G_ ENVELOPE_ MEASURES Desig--n-- Enforce- er / merit *15-0-(a+: Min -imam- R-19 ceiling- ins -elation. 15704'-W : L-bose f -ill- insulation manufacturer' -s- labeled R -Vague. l� *1-50_-(=c-)=:- Minimum- R-13- wall insulation in. wood-.. framed walls.- or equi-valent- U- value: in metal. frame --walls- (does-- not- apply. to ext_e= or-. mass_ wall s-) *15-0-(d-)-:-- Min-imum- R=13- raised- floor insulation in- framed floors-. 150(.1) - S1 -ab edge- insulation- - water- abso-rption rate no greater- than- 0. 3a , water- vapor tra-nsm s -s -ion rate --no- greater thaa ? . 0 perm/inch. J 118: Insulation specified or installed meets CEC quality standards. . Indica-te type and form-. 116-17: Fenestration Products, Exterior Doors- and- Infiltrat�n/ —� exfiltration controls 1. Doo -r- s- and- windows between- conditioned and- unconditioned spaces designed to limit air leakage. 2. Fenes-tration products -(except fie-ld- fabricated) have label with certified U -value, certified solar heat gain coefficient, and infiltration certificati-on. 3. Exterior doors and windows weatherstripped; all joints / and penetra-tions caulked and sealed-. ✓ 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 l only. 150(f): Special infiltration barrier installed to comply with Sec. 151 meets Commission- duality- sta-ndar-ds-. 150(e): Installation of Fireplaces, Decorative Gas Appliances T - and Gas Logs 1. Masonry and factory -built fireplace-s-ha�e: a. Closeable metal or glass door b. Outside- air intake -with damper and control c. Flue damper and control 2. No continuous- burning ga-s pilots- a -1 -l -owed-. MANDATORY MEASURES -CHECKLIST: RESIDENTIAL-- Page -5 MF -1R Project Title.......... CUMBERLAND=DR PROJECT Da -t -e:.10/31/9.9 18:29:13 MICRO-PAS5 v5-.00 File-EARDIN1 Wth-CTZ11S9.2 Program -FORM- MF --1R Use-r#-MP1342 User -Paradise Mechanical Run--HARDING T24 COMPLY SPACE CONDITIONING, WATER HEATING AND PLUMBING SYSTEM MEASURES Design- Enforce- er� meet 11G--113 : HVAC- equipment , Ovate -r heate-r- s-, showerhead's- and faucets -certified by the Commission. 15-0-M).- Heating and/or cooling -loads- calculated in accordance. with_ ASHRAE_,. SMACNA or ACCA.- 150-(i).- Setback_ thermostat--on-..-all. appl.icairie- heat-rng- and -/or= cooling systems. 15-0 (_j-) : Pipe- and- Tank insulation 1. Storage- gas- water heaters- rated- with- an- Energy Factor of les -s- than 0.5-8- must be- e-xte-rna-lly wrapped- with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes- close -s -t to water- heater tank, non - recirculating systems, insulated (R-4 or greater). 3. Back-up- tanks- for sola -r s-ystems-, u,i-€ired storage tanks-, or other indirect hot water tanks have R-12 external insulation or R--16 comb-ined interna-1/extern-a-1 insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water system. 5. Cooling system piping below 55 degrees insulated. 6-. Piping -insulated between heating sou-r-ce- and indirect hot water tank. Ducts and- Fans 1. All ducts and plenums constructed, installed, in- sulated, fastened, and sea -led -to comply with -the ICBO 1997 UMC sections 601 and 603; ducts insulated to a� minimum installed R-4-.2 or ducts enclosed -entirely within conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant or other- duct closure system that meets the applicable requirements of UL181,, UL181A, or UL181B and other app-licahle-specified to.5ts for longevity given in Sec. 150(m). 2. Exhaust fan -systems have -backer -a -€t or automatic dampers. 3. Gravity ventilating systems serving conditioned space have e-ithe-r- automatic or readily a-ccessible-, manually operated dampers. 114-: Pool and Spa -Heating S-ystems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions-, no electric resistance heating and no pilot light. 2. System is installed with: a. At least 36 inches of pipe between filter and heater for future -solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system -has directional in -lets -and a circulation pump time switch. 115: Gas --fired central furnaces-, pool heaters-, spa- heaters_, or household cooking appliances have no continuously burning pilot light (Exception: Nan -electrical cooking -appliances with pilot < 15-0-Btu/hr}. f MANDATOR- MEAS-UR.ES_-CHFCKL.I-ST� RE&MENT-TAT,-__ Page- 6_ ME -1R MICROPAS-5- v5-.-00- File-HARDINI Wth-CTZ11S-9-2 Program -FORM- MFE-1R Use -r# -M -P-1342- . User P -a -rad se- Mechanical Run--HARDING- T24 COMPLY LIGHTING MEASURES Design-- En-force- er ment 15 -G -(k) l-: Eumnai-res- for general lighting ire kitchens shall have_ lamps_-wi-th- an- efficacy_ of- 4-0_.lumens_/wa-tt__.or- greater for gene -r -a-1- lighting in kitchens-, This-gene-ra-1--bighting Y shall be controlled by a switch on a readily accessible lighting contrea- panel at- an entrance-to-t-he-k-itchen. 150(k)2: Rooms with a shower or bathtub must either have at -— leas-t one l-um-inalre with -lamps- wi-th, an- eff-cacy of 40 lumc-ns/watt -o-r- greater switched- at •the -entrance --to the room or one of the alternatives to this requi-cement- allowed- in- Sec. 15-0-(k) 2. ;-- and- rece-s-sed-ce l-ing- fixtures a -re --IC (insulation cove -r) approved._ _ C6M­PUT-ER METHOD -SUMMARY Page -7- C72R Project Title.......... CUMBERLAND DR PROJECT Date-. .1-0-/3-1/99- 18:29:13 D-rn-igmt,f- AAAr,=cc, An464 4009 nAn C MAGALIA *v5.00* Documenta-tion-Au-thor ... Robert A. Kangrum, 7 Building- Permit # Paradise Mechanical - 5655 Almond._.S_treet_- P1_arL-Check­_/ Date, Paradise CA. 9 5-96 9 530--8-7-7-8-8-8-2- Field Check/ Date, Climate -Zone........... 11 Compliance -Method ...... M -I CRO -PAS -5- v5. 00- €o -r 19-9-9- Standards -by Ene-rcomp--, Inc. M-ICROPAS5 v5-.00- File-HA-RDINI Wth-CTZ-11&92 Program -FORK C -2R ­ Use -r# -MP -134-2- Use -r -Paradise- Mechan-imca-1- Run-HARDING-T24 COMPLY- MICROPAS-5 ENERGY U&E­ allMMARY Energy Use (kBtu_/s_f-yr) Space- Heating. . Space- Cooling . . Water Heating.......... Zone- Type - HOUSE Residence - Tota -1 Standard Design - 1 -5-4-6- 16-9-2. 14.74 4 -7 -.2:2 - Proposed Compliance Design Margin L4.97 L6.26 12.58 43.81 0- _4.9 0- -66- 2-. r 3-.31 **-* Building complies with Computer Performance-*** GENERAL erformance- GENERAL INFORMATION Conditioned Floor Area..... 1-6-56-sf Building Type .............. Single Family Detached Construction Type ...... ;.... New. Building Front Orientation- Front Facing 20- deg _(N) Number of Dwelling- Units----. 1, Number- of- Building.- S.tor±es-. 1 Weather�-Data Type:..._ �,Redu-ced--Year Floor Construction Type.... Raised Floor Numbe-r of Building_Z_Gn&s... 1 Conditioned Volume......... 13824-cf Slab.- Orr= Grade 's f Glazing- Percentage......... 14�.3_ 0-.- of floor area Average_ Glazing_ U -value__ — - 0--65- Bt-q/hr-sf -F Average Glazing SHGC ........ 0.66 - Ave -rage- Ceiling- Height . ; ... 8-.3 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell (SEY (cf') units- Cond--- The-rmos-tat iti-oned-- Type - 16 -5.6 13824-. 1.04 Yes- Setback Vent Vent Air Height Area- Leakage (ft Y_ Cs_fT C-rediJt 2. 0- S -t anda-rd- Housew-ra-p- COMPUTER METHOD SUMMARY Page --8- C -2R Project Title.......... CUMBERLAND DR PROJECT- Date -..10/31/99 18:29:13 MICROPAS-5 v5.00 File--RAR-DINT Wth--CTZ11S-9-2 Program -FORM- C -2-R Use -r# -14P1342 User --Paradise- Mechanical Run-HARDING T24- COMPLY FENESTRATION Window- OPAQUE SURFACES Left Fin 1 Area U- Insul Act Sol-ar Form 3 Surface- (s -f} value R val Azm Tilt Gains. Reference - HOUSE 0.730 20 90 3 Window Front MY 1 Wall 1.91- 0-.08-8- 13- 2-0 90- Yes- W__13. -2X-4-_16- 2 Wall 301 0.088 13 110 90 Yes W.13.2X4.16 3- Roof 32 0.0-3-1 3-0 110 9-0 Yes- R.30.2X4-.16 4 Wall 336 0.088 13 200 90 Yes W.13.2X4.16 5 Wall_ 3-12 0..-0.8-8- 13 29 -CL 9-0- Yes- W_r13 .2X4-_16_. 6 Roof 32 0.031 30 290 90 Yes R.30.2X4.16 7 Wall 168- 0-.08-8- 13 20- 9-0- No- W-. 13.2X4-.16. 8 Door 18 0.330 0 20 90 No None 9 Roof 13-5-6- 0.0-31 30 n/a 0- Yes- 8.30.2X4-.24- 10 Roof 324 0.031 30 20 14 Yes R.30.2X4.24 11 Floor 16-5-6- 0.0-37 19- n/a­ 0- No- 9.2X8-.16- FC .19.2X8-.16- FENESTRATION SURFACES Location/ Comments FRONT WALL LEFT WALL LEFT WALL BACK WALL RIGH-'- WALL RIGHT WALL GARAGE WALL F GARAGE DOOR' ATTIC ATT'I C FL-QOR Area U- Act Exterior Shade -Interior Shade Orientation (sf) Value- SHGC Azm- Tilt Type/SHGC T-ypeISHGC HOUSE Standard -/0. 7 Window- -Overhang Left Fin 1 Window- Front (N-} 20-.0 0-.6-0.0 0-.650- 2-0- 9.G 2 Door Front (N) 20.0 0.850 0.730 20 90 3 Window Front MY 25-.0- 0.6-0-0- 0.6-5-0- 20- 90- 4 Window Left (E) 9.0 0.600 0.650 110 90 5- Window Le -€t (E-) 8.0- 0-.6-0.0- 0-.6-50 110- 90- 6 Window Left (E) 10.0 0.600 0.650 110 90 7 Window Left (E)- 8.0--0-.6.00- 2 0.6-5-0- 110- 90- 8 Window Back (S) 20.0 0.600 0.650 200 90 9- Window Back (S-} 16-.0- 0-.6-0-0- 0-.6-50- 2-0-0 90 10 Window Back (S) 40.0 0.600 0.650 200 90 11 Window Back (S-}- 20.0- 0-.6-0-0- 0-.6-5-0- 20-0 9-0- 12 Door Right (W) 20.0. 0.850 0.730 290 90 13- Window Right (W) 4.G 0.600 -0-. 550 - Z•90-- 97g- 14 Window- Horz Window 16.0- 0.6-8-0 0-.6-70- 2o- - 0 - Standard -/0.7 6- Standard/0.76 Standard/0.76 Standard/0.76 S t andard/ 0- . 76- Standard/0.76 Standard/0-76- Standard/0.76 tandard/0-.76- Standard/0.76 S-tandard-/ 0 .7 6- Standard/0.76 Standard/0.76- Standard/0.76 -tandard/0.76- Standard/0.76 Standard/0.7-6- S-tandard/ 0.7 6 OVERHANGS AND SIDE FINS S -t anda-r- d-/ 0. 68 Standard/068 S -t andard/ 0.. 6 8 Standard/0268 S-tandar-d/ 0.6 8 Standard/0:68 S -t andard/ 0.. 6 8 Standard/0:68 Standard -/0 68 Standard/068 St and&rd/ 0.,. 6 8 Standard/ 0-:'68 S7tandar-d/0.6.8 - S t andard/ 0-. 6 8 1 Window- -Overhang Left Fin Right Fin, Area Le -ft Rght Surface (s -f-)- W-dth Hgth- Dipth IIght E-xt ER -t Ext Dpth Hght E=xt Dpth- Hght HOUSE 1 Window- 20-.0 4.0 5.0- 2.0- 1.0 n/a- n -/a n/a n/a n/a- n/a-- n/a- n/a 2 Door 20.0 3.0 6.6 12.0 0.0 n/a n/a- n/a n/a n/a n/a n/a n'/a 3- Window- 2-5-.0-- 5-.0 5.0- 8-.0- 0-.0 n -/a n/0- n/a n/a- n/a n/0- n/0- n/a 4 Window 9.0 3.0 3.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a nYa 6 Window 10-.0- 6-.0 2.0- 2.0- 3-.0 n/0- n­/a­ n/a n/a- n/a n/a- n/a- q/a 7 Window 8.0 2.0 4.0 2.0 3.0 n/a n/a n/a n/a n/a n/a n/a n/a 8- Window 20-.0- 5-.0 4.0- 2.0- 0.0 n -/a n/a- n/a n/0- n/a- n -/a- n/a- n/a 9 Window 16.0 4.0 4.0 2.0 2.0 n/a n/a n/a n/a n/a n/a n/a nWa 10- W-indow 40-.0- 8-.0 5. G- - 2.0 0-.0- n/a n//a- n/a n/a n/a n/a- n/a- n/a 11 Window 20.0- 5-:0 4.0 2.0 0.0 n/a- n -/a- n/a n/0- n/a- n/0- n/a n/a- ,a C4M-PUTER METHOD -SUMMARY Page -9- C -2R Project- Title :......... CUMBERLAND DR PROJECT- Date-. .-- 10-/-3-1/99- 18:2-9:13 MICROPAS-5- v5-.0-0 File--HARD-IN1 Wth-CTZ11S-9-2 Program -FORM- C --2R Us-e-r-#-MP1342 User -Pa-r-adise- Meehan-ical- Ru-n-HARDING T24- COMPLY OVERHANGS AND SIDE FINS Window-- Overha-ng - Lef t Fin ­—Right Fin— Ar -ea Le -ft Rght Sur -€ace- (=s -f)- Wdth Hgth Dpth H-gh-t E-xt E-xt E"xt Dpth- H-ght E-xt Dpth- H- ght 12 Door 20.0 3.0 6.6 2.0 0.0 n/a n/a n/a n/a n/a n/a n/a n/a EVAC SYS -'ITEMS Minimum- Duct Duct Tested -Duct- ACOA- Duct Sys -tem- Type- E-fficiency Location - R value-- Leakage- Manua -1 D- Eff HOUSE Furnace- 0-.8-00 A-FUE-- Crawl -space- R-4-.2-. No- No- 0-.743 ACPackage 10.00 SEER Crawlspace R-4.2 No No - 0-674 WATER H-EA-T-ING-SYS-TEMS Number Tank External in- Energy Size- Insulation Tank Type- Heate-r- Type D- str-ibution- Type- Sys -tem Facto-r--(-ga-1J R -values. 1 Storage Gas Standard 1 0.61 40 R- n/a SPECIAL.. FEATURES_, ANI_ MODELING_ ASSUMPTIONS ***- I-tems- in- this section-, s-hou-l--d--be- documented on the--pla-ns-,. *,* *** installed to manufacturer and CEC specifications, and *** *** ve-rified- during p1an check -and- field -inspection. *** This building incorporates a Housewrap/Air Infiltration Retarder. This- building incorporates- non--s-tandard Duct Location. REMARKS - _J HIAC S -I ZING- Page- 10- HVAC . Pro1e-ct- Trt-1 e-.......... CUMBERLAND- DR- PROJECT- Date .. 10-/ 31 / 9 9- 18-:2913 Project Address........ AP#64-400-59 CUMBERLAND ******* MAGALIA *v5'.00* Documentation Au-thor ... Robert A.. Mang -rum.. * * * * * * * Building.. Perm -it # - — Paradise Mechanical- 5655 echanical-5655 A-1mond_ Stre:e_t_ Pian_ Check= / Dat e- Paradi.s.e CA 959-69- 530-- 877- 8-88-2 59-69-530-877-8.88-2 Field Check/ Date- Climate— ateClimate- Zone......... 11 Compliance- Method-...... M-ICROPAS-5--v5-. G& €o -r-- 19-9-9-- S-tandar-da- by Ene-rcomp-, Inc. MICROPASS- v5 -.GO- File -HARD -IN -1 Wth-CTZ11S-9-2 Program -HVAC S -I -ZING User#44P-1342- User -Paradise- Mechanica-1 Run. --HARD ING- T24- COMPLY GENERAL INFORMATION Floor Area ................. 16-5-6; sf Volume .. 13-8-24 cf Front Orientation ........... Front Facing 2--a- (leg- . (N) S=izing Location ............. PARAD-ISE Latitude . 3-9.8' degrees Winter Outs=ide_ 10_` F Winter Inside:. Des-igrr.;_-._...._._- . � '..F- Summer Outside Design-...... 9� F Summer Inside- Design....... 7� F Summer Ra-nge:.............. 34 F Interior Shading_Used...... )(es Exterior Shading Used ... ::.-Y-es Overhang Shading.Used...... Yes Latent Load Fraction.... -.- 0N-. 30 HEATING_ AND COMING__. L-OAD_. SUMMARY Note: The loads shown are only one of the criteria affecting the selection o -f HVAC equipment. Other re -levant des-igp- factors s -u -ch a -s- air- flow requirements, outdoor design temperatures, coil sizing, availability --'Of equipment, avers-izing ,safety margin-, etc . , must also be-cansidered-. It., is the HVAC designers responsibility to consider all factors when- selecting the -HVAC equipment. Heating -Coo-ling Description Description (Btuh) (Btuli) Opaque- Conduction- and Solar-...... 98-96 - 4.8 -6 -7- .8 -67G G -la -zing - -lazing Conduction-; .............. 6421 - 36,69 Glazing -Solar .................... n/a - 62,18 I-h-filtra-tion..................... 8444 - 2873 Internal Gain. . . _.._._�n/a _ 2.100 2.476 _--486 Sensible Load .................... 27238 1 207'13 Latent Load ...................... n/a 62i4 Minimum Total Load- 2-7-2-38 2 -679 -2 -7 - Note: The loads shown are only one of the criteria affecting the selection o -f HVAC equipment. Other re -levant des-igp- factors s -u -ch a -s- air- flow requirements, outdoor design temperatures, coil sizing, availability --'Of equipment, avers-izing ,safety margin-, etc . , must also be-cansidered-. It., is the HVAC designers responsibility to consider all factors when- selecting the -HVAC equipment. Permit Clearance a� ROVED IR CONDITIONALLY APPROVED — ❑ RESOLVE PROBLEMS PRIOR TO APPROVAL Permit #: C)( —) Date: 1 ) — I Genera/Information Owners Name: Ji3 AP #: Same as Computer Information: ❑ No ❑ Yes ' Address: T, 2 C tj �-Y, Lt -,,,i D� Prooertk-Information Zone District: I Date of Zoning Ordinance: General Plan: L Development Agreement: Use Permit: Variance: ?arcel Is In: Land Conservation Agreement a No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan X No ❑ Yes Violation Area 99 No ❑ Yes Specific Plan 13 No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone In No ❑ Yes, check use Floodplain in No ❑Yes Zone: Watershed Protection Zone f& No ❑ Yes ❑ Cohasset Panel Number: O `1 03 Q, .1r000sed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home ❑ SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel Other��r� 3r000sed Use Complies With:❑General Plan ❑Zoning ' ?r000sed Use Requires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit El Accessory Building Use Commercial/Industrial/Multi_-Familv U Parking: ❑ Parking Requirements are OK as Shown ❑ Other Landscaping: ❑ Landscaping Requirements are OK as Shown ❑ Other Road and Drainage Improvements Required: ❑ No ❑ Yes Applicable Setbacks: R Zoning Code Street & Hi hwa s Fre Prevention Subdivision Ma Front `zc) Side Side street Rear Heioht Environmental Health Issues• Septic Permit Review: Well Permit Review: Land Development Review: Parcel Created by: ❑ Deeds Permit Clearance Agriculture Affidavit Required ❑ No ❑ Yes Designated Well Site ❑ No ❑ Yes Drainage Plan (Com/Ind/Multi) ❑ No ❑ Yes Date of Creation: Deed Reference: Parcel Frontage on Publicly Maintained Road: Complies with County Standards for Deed Creation: Comments: Legal Access Provided: ❑ No ❑ Yes Legal Access Required: ❑ No ❑ Yes ❑ No ❑ Yes, Road Name: ❑ No ❑ Yes �'AJ n �a�iS� 'moi � C.-� �.�` 1T N O • � a Map Date of Recording: Lot: 2 Block: Conditions That Must be Met Prior to Issuance of Permit: ❑ Verify Legal Parcel ❑ Verify Legal Access ❑ Comply with condition no. of conditions of approval for the Book: S Page: 1 ❑ Provide Creation Deed ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Construction across property lines is not permitted (See Land Development for a Merger Application/Lot Line Adjustment). ❑ Comply with Old Subdivision Lot Ordinance (Maps Recorded Prior to Book 17 of Maps Page 23). ❑ Construct road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: PATIO COVER JAMD C oow .:r ytuna OwrA/dT \J IR/vET EA.ENO I -4 0 + 42 2P SCREWS C 4/f. MAX. PL4T77 WAy/ R P ' NE04-RENEM7CR1: 9y-(jO:/E�TN.L°�TL •E-A: srACG 12' •1. SCREws =ICE rOMULL/ON op. • •o•.. •- moo. � ; O•: ..� • p / • O•• oe -e O•e' • .•;O o �` qn o• a O, /Too o.••e`„.,' • .O O O. C "•O OPTIONAL T04• ALUMIA TRACK ro OUTTER�A3C/A 7/'•L/C6 NULLICAI 42-%'-$ It/JCTII a /2 4 TRA TOP OOTTO CK ;HALL OEM F/RMLY ON MULLION =ECT/0A/ PRIOR• TO 1.V*rALLATIO•J or• FnsreNcrts VILL SEEV- C 7, 60 d 90 N1 -H WINO. D/O •p .WC.YO49 a "0 MI -H LOCATE zsel NCrE 4 CF Mutt/G eA:•L: AIJ TOP TRACK TOL HULL1oN J �ax �I �1 Ct 2 h A Z 21�y U•Zm- �iLp. 0; 10L SOLID J a FULL I mi b�6 r a4-6 � T To 0 X 9 O / O d .-. ENCLOSURE END ELEVAT/O/V_- FULL /-GALE SEE CET.%/1� � .• - �P Bee mEA/@RAEo Q •-/! •-- •- FOR'R6CI`U/RED OPGN fReA GwO. FR -70 GI I+,A(,J � :y, r12 � • ANlCI / F04y Cr 6Le P,00,- C4-7-10,4 OOFC4-7-1ON eee 0wsiS sa-/ TMILu ca -S �PATrp GOV6R EG OH.O r1Q-2G ' IITANOA30 NULLIC.II t^I 9T0 BOTTCM MI-Acl"r- Use TAJLe9 Owo.FR--•D.I r . ENCLOSL/PE- FRONT ELEV_AT/ON PULL Y.E/6hT Fu CALL NEIGNT MALE SE_ OET, ) FE, EMALE SEE CET. . SOLO PANE _ FA3T-.NSR SAN.; ' Id'6 •.' GY�RNET CK : AS C C12 ET. sc--tews Idly.* A/ALE rO ' O EMAL.e 1/1 E X'/ST/NO STRUCTURE OUe OP TNL•SE =/OE= KAY Oa 6NCLOO-O WATT/ =OLIO PAN6LS(NON-BEARI/J2) .. •: =6H 06T.O V IT/oNAL - OPT/OVAL LL Halo TL/O WALLCATION s �OOOR 142 /4 • G` � y•R Ge MAX) I VARY To Wu/r' T� NIA//NUM f A4AXIMUM LGA/OTH /'•dR Ar-COG./jZ_0 PAT/O COVER ZC60 d:3. At_— 7 r TYfQ/CAL ENCLOSURE FLOOR PLi'IN WINO IAJ JA MS C WINCOW OPd ..Ic SEe CeT G =OLIO 1MNEL ABOve 1aeLOw wiNocw ' '¢•PCP'a/av6T or, G rcK'scR_we 24••1. H6RE JAMa OCCURS, GCURSHZAS PANEL 'd •POP'IaweTCsL'G •G.>tis a TCP BOT MAx. L+G; •�,yTOM Ai' c: K' r*/ CORN6FC G%TRUB/OU oR.Lti�I+P��L PAETGNER9 C / •u7 + - \ \� - - / /. 34] I. MAX. eorroMTRAcx i / ee v /:-//' \\;\. !'�'• wIA/oow�Low . 5 1 SOLlD fMNEL / . j / \ \ • • 30tJ0 PMI@L . ' ) V AM )14UN /'RCM FULL HEIOh7 •; :. /, •/%.WER \ CALL HE/9Hi JrANOIRO- VEfZTMULLfON ;/://! 3EB-OO /•/ @WNOo'JdnMO •�SOLID PAN6L : / \ OP6 /NO ves PAA/EL / • I -;: FULL H6/oHr cent•, .: wL/aow' IN rF0I^'RNE7-Cft .'- O roI^ R/VETOR I6'�¢` -oI�R �VET`oR+G_-•':,�_ ;, .. ._ «AIG. sLAe ,� :4'. ' _ f . 6.000 COArOITJOJ �'•'•• �O �T2K• scR--we .�uLL N-=/o,,t7- G�TBK ecREw e . , 'FLKEOE. 3�I TEK sCR-�W @ Ali• Y. Z • a • • .. • 2f•/ { TYPICAL �1l" ANOARO H• ¢O •(•ITYP EACH 510E wHHRE 'JAMD OCCURS ' 3.3 s.CC S' MM., • ® . AIV-- 6 /� I �ses esr� ANC /24••4 WHeRB PAN6L W/. G OM9 e THICKEN60 ;LA0 �1}-{/I %i�C%¢�6AhU•ORS . Ta /�ANBL s.E A FOR O __� QP04 occuRs' Y. MAx. ELVGra : //O Af47Y w l r ` ;i %4 C'/0 4ANcxazs • ' o .. .. ALTEAV 4TE5 ALT—NAT65 ENC L OSEO F'AT/O COVER I \r'/ PAh PANEL MULL/ON B WINOOW- PANEL MULL/ON / TYIf/CAL CORNER • �0.4 `PGdR/VET OR '•G `TEK• . PULL NCIOKi SC¢ew a Q�•i• STANDAR •N' ru� LLHT MAF � te To eMAtR ECA A. s/O@ of r� . 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OCy"W6EI POR PORT/ON$ / SSc A FOR, OCCURS,TY.-ICAL OR.IG •rEK ISCR.Ew \J TYPICAL 6•A. =IOC NOT ;/•/OWN g„- qO ITn ALT .gTB9 6ACN 9/Qe C TCP OOTTOM f Y, a+6--45Erwse/.! ATTACH/Ae,'r TO J WINDOW -WINDOW SLAO BnMG TO(& STAND.9R0 aH MULL/OA/ \i/ NJE9ATNER SEAL \") DOOR JAMB \jil \4.l MAT/NCs - I MAT/NO -` 'i NON BEAR/NO MALE SECT/O FEMALE 16EC770/ 2 TO/� TRACK tu o"12`• PY.i • y. ;� Zero �� �� 0 LJ 47./05' ler v Ia�I " JAMBG}4. o fuah ►r r—Il � J rYI- „ a n . JrJf-Y '9.7 .o•s' ^ r JOOMNO. NO . T: 7 III A y,71 .o • rain+►. SILL H�EAO T 900*-H5GALUH E3EARlNG S7'STEM w 1 ^ ALUM._ j� +R -2A T01— TRACK BOTTOM TRACK 0 ,WINDOW PARTS L`�/ STfiNOARO N �,/ 'CHANNEL 8 a WI 7V nt"u UW d-061 E '0!!1 .wr.. . nTr•.e iu0 *01II 301AUSIS . Jlll'JOS9Y97JNYAN01]ISY NOUYf1'IVA3ORO1 . ° 4: Ja 14 Og Z h� �� 0 1.��'� WS o�� OOJW��i �d•�a�.l� �h. a� °. ou Eva F� JZ: Q ato J1p�3J �� < o Qw• =o ( ^� a pU�ry,n!( 'mN ? �u�� o�U . 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In u m 900 FtJc� � «i uj H 10 l7 O 1 OQ n, J q (� 0 �2 S; OO i'191.SJ.9 J g 3 2 Nr790-7ON—=;r Ind°I Uu� a IL 0 g b INr...MrM r+.. •,r a•V• 4D ;ijr (9.- w ar�� aµ..l..rarwr �rl fr J T • �� 1,111 wl. �:. �� P nr . d° 'e'q a A� r •� Mrn�� U*11 i ^d• s. -4-w SM9 //•O.O. :F1 Ny9.IE49 212•,,E EK/,T. WALL -ROOF PANEL 0 O • p • . •. • <• o •' 0, o. 0 o • o o O POST TO 31 SO BEAM (�) /9 J0 1 G OG9-TG ALUM, 1 POST 'H' C_ONNECTOR01 / 1111 emaeo 111/2' ROOF ROLLFORM NF�9URE •L . MAX.' CHANNEL SAN PSR �6Tld.\OR �A/ `./ GLJTTER�FASC/A �J•50.95EAM MALL ATTACNMENT CHLI FOR o7weA RAFTERS 9EE DETial R/ �T N•co..NECToa 'c /o 9, (•F fN9TAL L /N 1/8.56 CCWT7N0009 A UM• OPO.,TC• 241/•G4K-M.0-05r-sae, F 40 PSP UN/75 Z - 'Ile o MO ECROOD PANEL SEC ALUM. � C OB ATTACHMENT POST TO 31 SO BEAM (�) /9 J0 1 G OG9-TG ALUM, 1 POST 'H' C_ONNECTOR01 / 1111 emaeo 111/2' ROOF ROLLFORM NF�9URE •L . MAX.' CHANNEL SAN PSR �6Tld.\OR �A/ `./ •;�% FROM HER_ FOR /..orcC 4eO 2 .4 USE w14- wo00 SCREWS+ MALL ATTACNMENT CHLI FOR o7weA RAFTERS 0/Cp” %c MAX. EMCEO 9EE EKIST/NO EAVG SCHEDULE /3/*• MfN/MUM /"To 9ouo WOOD ovirl.OvERNANO L/SL 2-&/¢ woo0 • No. FR-�20 (•F fN9TAL L /N 1/8.56 SCREWS a Kd'% PRE0012EO L --AO F 40 PSP UN/75 Z - 'Ile o MO 9QAG KET Zr WALL � C OB ATTACHMENT E X / ST EAVE ATTACHMENT AL UM. T' BRACKET 1 k • 2 -i6'� NrLTI In `KWfK' BOLTS GOG5-TG ALUM. POST a7— BRACKET °5004-H''bCp ALUM/NUN/ 0R AST A- C -RD C STEEL RO[_LFORO[_LFO MED POST BEAM �j•SO.ALUM, i ^� FOTING /5 A C UDE, ,HALL BE VETAOLE O CONOIT/ON N IMooOD OO. FR-20FOR 95lclB AT EX%ST/ti/G SLAB AT STEEL FOOTING AT POURED CONCRETE /—OST TO FOOTING CONNECT/ONS5 Y '3004 - H'.SGALUM. 11�ALL CHANNEL Co0Cp3-7'5 ALUM. vVALL CPAAWEL G /000 PSP 5. ALL OTEOL MGMeBR3 OHALL- 95C HOI GVP OALNAN/ZED 04 - ELBCTROPLATEO it COMPORM 70 AOTAI 9PSG,^-4}G ORADBaC� 6. ALUM/NUM FASTENERS SHALL W 12024-T4.ALL CYrAWR FA4rV.AMI, ' SHALL OG OALVAN/250/ 9TA/NL699 3TECL OR CAop4A/M PLATED ALL 150LTS�,HALL CONFORM -TO /LS.T.M. SPCC. A-'�07. _ . ^Foto R/VETS SHALL 95G 7e• w1OOSG ALUMINUM R/VEW * CARBON STCBL PLAT -MO MANDREL A MANL/PACTUREO 95y THB U. .M. CORPORAT/ON. (= GXCCI-T 50LT9 /"P.Ji NOTC -/O). -1 LAG BOLTS SHALL BE /N97'ALLE0 W PREtBOREO LeAD H0t59 PER 7 -Ha NAT/OVAL DESIGN 5P_-C/P/CAT/OW9. LA783T GO/T/ON. 6 ATTACHSO PAT/O COVER 9TRUCT✓RES, PGR ArPCM/OAf-J,OCT. l!/J(i OP 7T/C UN/PORN OU/LOINO C000, MAY BO ENCLO SEO W/TN RCAOfL`/ REMOVA9LB TRANOLUCENT CR T 9PARE/•/T NtPLANPNMLOIR,CBLe SQTHM./251cN N 9CR TO Post I-wG G/LY).(k 9EE ENC Ofv69. FOAC"-770"9)•TION9) i �E STANOARO PLATC WAS RB9 ON GALL BOLTS LU4 /IGNGN MA7CIMUM 10. EKPAN9/ON 5oLT9 S/jALL B6 rMLT/ KWfK-BOLT9'•OR EQUAL PHR rBES CO .. RSR7KZT '0!117 ALL BOL7'9 SHALL HAVH A M/IJIML/M Co1JG/tBTE eoc S DISTANCE OP 9/K 9509-7' 0/AMETER9. //. EACH /N5TALLAT/ON SHALL BLAB AN /,DENT/FY/NO TAO OIVINO THE NAME ANOAOOR 99 OP THE MANUFAC7-URBR,S.C. 0,0 'e.S. Rn/RoRT NOI OE9/BN LOADS y ENCLOSADILITI! IQ• ALL /TEM, PER TA/N/NO TO PJ1CH PART/CUL-AR /N57ALLAT/ON SHALL BE C/RCLEO, X.O. PRoJSCT/ON, 1-037- SPAC'"O. FOOT/NO O--TA/L. ETC. f5. SPSC/AL /NSPECT/ON FOR H/LT/'KW/K• BOLT) /7 REQU/RED FOR ALL INSTAL L* r/049 WNG•1iG FOOT/NG /9 /3} /NCIiG�✓ CUOB OR LAFiG=R. /N L/EU OF TN/9. SPDC/AL.-C—CT/ON %'OANCHOR BT OLS x G• LONG MAY P,- SUDOT/TUTEO FOR `KWIK• OOL79 14. THE ROOF PANEL FOR 7-H13 H/9 PAT/O COVER SYSTEM /9 A 5 /NCH TF//CK ALUM. PANEL w/TF/ FOAM CORE PER SCBO E.S. REPORT PPC - 5259. 15. ALL ALUMINUM W CONTACT KllrW O/SSI .IILAR MATERIALS SHALL eC /--RATECTEO PER UAC SECT/OM 20//.G.2. lG- ALL W000 RECEIV/NQ W000 SCREW$ S74AI-L /fAV6 A M/N/MUM SPEC/PIC GiAV17-T OF .50. 7ME•' f4 X/oo0 SCREW/9 'J'/•/ALL NAV-• A MI11/...1L/M OGr./OING T/ELO STA--,JG774j(�IFyb) OF 70,000 YfY+S/W`GTUTT . t / BUILDING DEPARTFAEM' APP �El N e. n S 9� mUri ,A EN FGSGS J Q �i A:l•. OAT>: ..✓ucy' 94 JOAAq. 01,00. "o - FR -2C 15'50.ALUM. POST 1-7/0•mM e. POS. 19--%•4 '� 2-%•�•N/LT/ KW/K' •T' ORACKET Z - 'Ile o MO 9QAG KET 0}09-7'9, EM0E0 (SEE NOTE %°}) -Ip-�jr �G� PoUREO 21/4'.4 �2 • - .. CONCREre FOOT/N6 see TE 7GA. L STL. .. 91./G'.7oA. I STEEL PLATE 10• �I ^� FOTING /5 A C UDE, ,HALL BE VETAOLE O CONOIT/ON N IMooOD OO. FR-20FOR 95lclB AT EX%ST/ti/G SLAB AT STEEL FOOTING AT POURED CONCRETE /—OST TO FOOTING CONNECT/ONS5 Y '3004 - H'.SGALUM. 11�ALL CHANNEL Co0Cp3-7'5 ALUM. vVALL CPAAWEL G /000 PSP 5. ALL OTEOL MGMeBR3 OHALL- 95C HOI GVP OALNAN/ZED 04 - ELBCTROPLATEO it COMPORM 70 AOTAI 9PSG,^-4}G ORADBaC� 6. ALUM/NUM FASTENERS SHALL W 12024-T4.ALL CYrAWR FA4rV.AMI, ' SHALL OG OALVAN/250/ 9TA/NL699 3TECL OR CAop4A/M PLATED ALL 150LTS�,HALL CONFORM -TO /LS.T.M. SPCC. A-'�07. _ . ^Foto R/VETS SHALL 95G 7e• w1OOSG ALUMINUM R/VEW * CARBON STCBL PLAT -MO MANDREL A MANL/PACTUREO 95y THB U. .M. CORPORAT/ON. (= GXCCI-T 50LT9 /"P.Ji NOTC -/O). -1 LAG BOLTS SHALL BE /N97'ALLE0 W PREtBOREO LeAD H0t59 PER 7 -Ha NAT/OVAL DESIGN 5P_-C/P/CAT/OW9. LA783T GO/T/ON. 6 ATTACHSO PAT/O COVER 9TRUCT✓RES, PGR ArPCM/OAf-J,OCT. l!/J(i OP 7T/C UN/PORN OU/LOINO C000, MAY BO ENCLO SEO W/TN RCAOfL`/ REMOVA9LB TRANOLUCENT CR T 9PARE/•/T NtPLANPNMLOIR,CBLe SQTHM./251cN N 9CR TO Post I-wG G/LY).(k 9EE ENC Ofv69. FOAC"-770"9)•TION9) i �E STANOARO PLATC WAS RB9 ON GALL BOLTS LU4 /IGNGN MA7CIMUM 10. EKPAN9/ON 5oLT9 S/jALL B6 rMLT/ KWfK-BOLT9'•OR EQUAL PHR rBES CO .. RSR7KZT '0!117 ALL BOL7'9 SHALL HAVH A M/IJIML/M Co1JG/tBTE eoc S DISTANCE OP 9/K 9509-7' 0/AMETER9. //. EACH /N5TALLAT/ON SHALL BLAB AN /,DENT/FY/NO TAO OIVINO THE NAME ANOAOOR 99 OP THE MANUFAC7-URBR,S.C. 0,0 'e.S. Rn/RoRT NOI OE9/BN LOADS y ENCLOSADILITI! IQ• ALL /TEM, PER TA/N/NO TO PJ1CH PART/CUL-AR /N57ALLAT/ON SHALL BE C/RCLEO, X.O. PRoJSCT/ON, 1-037- SPAC'"O. FOOT/NO O--TA/L. ETC. f5. SPSC/AL /NSPECT/ON FOR H/LT/'KW/K• BOLT) /7 REQU/RED FOR ALL INSTAL L* r/049 WNG•1iG FOOT/NG /9 /3} /NCIiG�✓ CUOB OR LAFiG=R. /N L/EU OF TN/9. SPDC/AL.-C—CT/ON %'OANCHOR BT OLS x G• LONG MAY P,- SUDOT/TUTEO FOR `KWIK• OOL79 14. THE ROOF PANEL FOR 7-H13 H/9 PAT/O COVER SYSTEM /9 A 5 /NCH TF//CK ALUM. PANEL w/TF/ FOAM CORE PER SCBO E.S. REPORT PPC - 5259. 15. ALL ALUMINUM W CONTACT KllrW O/SSI .IILAR MATERIALS SHALL eC /--RATECTEO PER UAC SECT/OM 20//.G.2. lG- ALL W000 RECEIV/NQ W000 SCREW$ S74AI-L /fAV6 A M/N/MUM SPEC/PIC GiAV17-T OF .50. 7ME•' f4 X/oo0 SCREW/9 'J'/•/ALL NAV-• A MI11/...1L/M OGr./OING T/ELO STA--,JG774j(�IFyb) OF 70,000 YfY+S/W`GTUTT . t / BUILDING DEPARTFAEM' APP �El N e. n S 9� mUri ,A EN FGSGS J Q �i A:l•. OAT>: ..✓ucy' 94 JOAAq. 01,00. "o - FR -2C � m:o•e M.AX. /COST 51=AC1"0-501'5F 5.L., -)0 M.&H. W/NO SPEED CV -0. S'-/' -G'-t• G'I• ( /6•) 51-1' 7'-7 ,'7• ( 1o') 7'-0' 4'-O' S=ro•. 5'ro' ( 16'1) 1 7'-5• 7'-1' 71-4• _e! -o' . 4'-4' S'-7• 5'-7' (re') 1 ,'-/' G=G' ,'-o• (fo') 9'O• V-01 I 5�. 41 V.+* (1e') f' -o• G._0. 0:-:, /of.o'. .5'_61 5'-12' 5'Z' (/e') 9'-e• 5'-7' G'S' (/•r') .//'-o• 9'-5' 51-0• p=o• (/e') �'_5' 5'-12• G'-9' ( r9•) ./Z' -o• 10'-1'(21•) M'-0' 41-101(/6') V -Z• 4'-ro• O' -o• ( In-) 6'-7• 7'7'( Z') W-01 ,'-,• 7'•,• ,'-70(-20') 7'-10' MAX. FOST SPAC/A IGy -'rOPSF S.L.I 90 MP14 tN/I./D SPEED W -O' 3'-t!" 51.48 5!4-1 (IC/') 9' !I" SLI/• OL51(17") -/ -O" 9' 7' S'- I' S rI (IG') 5'--7' -5r5' G'-4' (17') -7• 4'-/0" 4'-4d (1001 1 9'-S;' :5te o a-" (17') 9'- Sur +L7" 4'-6'(ra) DLI' 4L79 15LIo" (16") 1v -o/1 G' -o' 4'-�• (/7') 2'-ro° 4-� e'-!• (1'2•) MAX. DOST SPAC/"(9, - 120 PSF L.L./ 110 MPH WI/./D SPEED Co' -D• 7'-¢" 7� 9" 71-'4'(/1d) 71-5" 1 ° 7 -, 9 r • ) -2 C1212' -7'-011 Ca -le G1-0 '7!0 'L') GLfo" GLe' 6' 9'(21•) B' -d' G'-3• G'-/' 4-9'(21') G'-5' W-1° BL6" (113') 9'-0'1 5L9' 5L70 G'-5'(21') 5'-9" 5,-7" 9'-/ 02e) 101-0" 5-4' SLI" (1'-2'(21') 5'_Sp 51-2" 7L9• (123') 111-0° V -O• 041-,0" G1-O"(2i') 5'-d' 4'-l0" 7�- 4'(2'5') 12-0' 4'-6° 4'-c'' 5L9'(112•) 4'-6• 4'-v" 7'--5' (24•) -0' 4'-4'' I 4'-3' 5'-V (22) 4'-4" +1_V1 7L o' (24") W-0. 4-I• 4 d' 5'-5•(Z2') 4-1" 4'-o" &L94 (,21A 7-51 fY) A1-0• 4'-4• 5'-71 5'--7'( 16') 4'-4' G'-7' t, '517-6 OF T %/ CONCRETE FDD1-fG OJ6E /N INCHES, 54 OwG. Fl1--1 - O• 11 ,.° MAX P09T 6PACMA9 -10 P5rm L.L, 80 M -P, N. WIAJO 9/ -EEC NAIV1s4/H RG/l�CT •o-3o1TMICKALUM. 45eAM .047.7MK:0C VrXeL eQAN AT OTiEL AT CO.•C- AT T._eGL AT CO.,C. AT OLAO PTO. FTp.� AT 9LA0 Zrm.— ��-• G' -o• '1'-10• 1'-r0' y=/O'('e') •�'-t• #12'-4• 111-4'(19•) , -o• �'-5• 7'-5• �'-s•( 1e•) n=1o' a -rd r/= (2d) e' -o' 7'-r' ,'-/' s'-/• (r9•) n'-1•• n' -F' n=x'( .d) 7'-0' O' -O• e' -6•e• -e•( 17•) I0'-5' 10; IW ro-d(11o7 /O' -o' e'.4• 6'-4' a_40( 0.) )'-e• 5=5' 5'-01 q' -p• e•-/• e'-/• e•_1, (1Y) q' -o• �'-s, 10'-1'(21•) M'-0' 7'-7• 7'-7' 7'','('20') 6'-5' 6'-7• 7'7'( Z') W-01 ,'-,• 7'•,• ,'-70(-20') 7'-10' e'-'�' ,=5'(1.11) V-/• 4'-12• G' -t0• I -7• c•-1/• G•-1/'('id) G'-7' G' -n' a'o•(97') /7'-0• 4'•g' G'-7• G'-7' (�1D•) G' -'d' G'-7' O'-5' (.Z•) 161-0' G' -o' 4'-�• G'-�• (12/') I G'-0' G'_ s4' e'-!• (1'2•) MAX. /-OST S/-AC/NG -20 PSF 9. L., 80 M.P. H. WI/./O SPEED G._o• -._4. 7:4. (16')l 7'-5' 9'-2• 7=Z'( IC') 7'-p• G' -1o• ,'-o• ,'-o•( /e•) G_+o' e'-ro• a,-Je( 161) e' -o• o-�• G'-9' o -q• /e') o'- 6'-5' e=5'( 1e•) 4'-5' e -V( 1e') 5'-9° 6'-1' 6'-#'( 16•) 5'-4' G"V G' -Z'( re') 51-4' '7'-1' 7'7'( 171) /I'-01 5'-0' G' -O• G=0' /6') s' -O• 7'6• 7-4'( 17 ) 17'-0• 4'-6' /6') t'"e• -1,-0' 7-51 fY) A1-0• 4'-4• 5'-71 5'--7'( 16') 4'-4' G'-7' 7' O'( 17•) /S'-0• 4'-I' 5'-5' S'S' (10') 4'-/' G'-2• G'-10'( rl') i MA)C. POST S/ -ACING- 50,1:151= 3.1-., 00 M.1 -N W/A/O SPEED G1_p, <✓•_/' G'-/' G'-/• ( 16') 5'-/" 7'-7° 7,-11(16') ,'-o• 4'-e' S'-/0• 5'-ro'( /9') 4'-6' 7'-r• 7'-4•( re') 61.0, f'_4' g'_7• 5'-T•( /O')' 4'-S' G' -G• 7-C'( rb'i 9'-0• 4'-0' S'-4' S'-4•( /6') 4'-0• G' -O' o'-,•( 1r;•) /00-00 j'-'�' s'-11' 5''12'( 10') 5'-O• s'-7' G'-5'( re'i '11-01 5=5' 5'-01 5'-01( r0• 9'-5• 5'-12• re•) /12'-0' 7'b• ( / +'-lo° 4-'-10'( /d•) I V-11• 4-101 O' -O" /6•, 7'-0• 7'-y ( I /5'-0, 4._4, i g'. T, (/O' )' (•• -R 51ZE OF CONCRETE FOOT/NO C115= 04 /NCH -9W, SEG' Owo. FR -7G TABLE 2—WEATHER-STOPPER PLUS FOAM ROOF PANELS, 1 pct EPS FOAM COREI• 2 ) ) .III A a MAX. POST MAX. P07T SPAC/l�li� '/Or�FL•L•. 70 M.P.//. W//JO .9/PB1150 ,y_p• .0' T//,CK ALL114 .050#T)4 .047"TNfCK 177+1- ONAH r 7AxrN UM O4eGT/ON AT -JTYL AT eLAO F7t1. g'51( AT OLA. AT ?TifL AT COM:• - r'ro• q• -O• p'_r• ✓2'-*' Itit-lo'(16,11 7''7' 7'-7'( 760) 1/'-/0' "%lo• �'-y ) ) .III A a MAX. POST alACII./G-120 PSF 5.t-.,70M.P.N. W/NO Sr -EEO ,y_p• 5'-!O'( /0•) 41'6' ,•-11 4'_p1 e' -l. e,H� er_/• (161) q• -O• p'_r• /2'-O• , -7• 7''7' 7'-7'( 760) 0'-9• �'-y G'-7• O•.7' (/e') G'-'•�' D' -s• e'-5•( / 7'-O• S'-9• 6''S' 41.9'(700) S'-7• .'7' 6'/•(/ 15'-0' 7.-O, 7=r• 7'-0 (re•) V-01 e' -to ro'-o' o-,• o' -M 00'11' Cre') 4'-,• e' -e 7,- C. 7'b• ( / 1111-01 4'-e• 5'7' S'_q• (/e•) ) ) .III A a MAX. POST alACII./G-120 PSF 5.t-.,70M.P.N. W/NO Sr -EEO ,y_p• 5'-!O'( /0•) 41'6' ,•-11 7'-4' 061) e•_0, I 4._41 7'-0, 4•-101 ,'-p• ,'-O• (/e1) G'!O• O'-9• e'-7• / 61_O, G•_9• G'-7• O•.7' (/e') G'-'•�' D' -s• e'-5•( / 7'-O• S'-9• 6''S' 41.9'(700) S'-7• .'7' 6'/•(/ /O r_0, 5'_y• 4•_q1 G' -Z• (/e•) 5•_4, ,'_.7, 7•_7,( / //'- O• 51_0• 41-0, 4•_O• ( 161) 51-0• 1 7,- C. 7'b• ( / 1111-01 4'-e• 5'7' S'_q• (/e•) 4'-O' 7'-0• 7'-y ( I /5'-0, 4._4, 91.7, g'. T, (/O' )' (•• r''-7' 7'-O•( / V-/• 4'-12• G' -t0• I MAK. /=OST 3!'AC/IJO - 30 PSF S.L., 7b m -1-H. W/NO S/-EED 71_0• I 41.e, ,y_p• 5'-!O'( /0•) 41'6' ,•-11 7'-4' 061) e•_0, I 4._41 5•_ /• g•.7• (!O•) 4'-4' r''4' 7'-C' (rb• ) 9'-0• f' -C 5'_4• 5'-4•(/O•) 4'-0' G' -o• 4'-7' (/O') to' -o - I 51_e1 51.Z, 5'•Z' (/O•) z'e' COLO' RAR TeR .•1z= /f' -O• 5'-5' S' -o• 5'-0'(/6•)I !'•g• I 5'-'1• r'' -!•(/e•) n1_O. ,-,•_.21 I 4' -to• 12.0 FULL 4'-!O• 0%0-060) I 2.oNOTCH_o 512• E a .6 FULL . ±i 71ZE OF GONGRETE FL, c111...v `-"�� '^ •'---'--•--- -"'-" " SUPERIMPOSED Qba/°q.tL) ALLOWABLE SPAN ' 10 live load 16 feet. 7 inches 10 uplift load (70 mph) 18 feet. 0 inch 13 uplift load (80 mph) IS feet. I I inches 15 uplift load (90 mph) 14 feet. 9 inches 19 uplift load (100 mph) 13 feet. 0 inches 20 live load 12 feet, 0 inches 20 snow load 10 feet, 9 inches 23 uplift load (120 mph) I l feet, 9 inches 27 uplift load (120 mph) 10 feet. 10 inches 30 snow load 8 feet. 10 inches 40 snow load 7 feet. 8 inches 50 snow load 6 feet. 5 inches EX/ST(/JG EAVE OVERHA/JO SCHEDULE ROOF LO^O E x/ srr1J� R^FTER9 C /O P9F 001.5,- �jOP3F 40 /1" 124° / MAx - GRoLJ/- a MAX1MLIM I-A.,4_L SPAN/ sPec/E s est GETTER*7• /51-/O" /l /-G• 7'-9• COLO' RAR TeR .•1z= n1-• MAX/MUM 11.4 FULL /O' 12 .6 NOTCH'SO r7' /O' /a' 12.0 FULL I 1101 125' 115• 1I5° 2.oNOTCH_o 512• E a .6 FULL I 401 •40' For SI: I inch = 25.4 mm, l foot = 304.8 mm, l psf = 47.9 Pa, 1 pcf = 16.018 kg/m). >< HOw../N/N T.-5LE, u3HCWAIL CONNECT/CN CrJLi(. c Sr } /JO. r1 DOUGLAS F/R- LAAC4 tThe roof panels are to be sloped to prevent ponding of water, in accordance with Section 1605.6 of the Uniform Building Cude. 2The panels arc confined solely to swctures permitted under Appendix Chapier 31, Division III, of the Uniform Building Code. Installation is limited to structures not less than 12 feet high. U r 0 � tL N Z _3 m Q Jc/Ly.'97 JOO No. r•- 77 DRAWN OY T•ow./n ow. Ho. FR -2D 12 01. 12 - W ` ELITE STRUCTURAL PANEL ROOF PANEL 14 SPAN - L A 3 I - CONDUIT/FAN SUPPORT CENTERED IN PANEL WIDTH N � i EAR SPAN L E TABLE No. GENERAL SPECIFICATIONS A. PANELS: Panels are fabricated with aluminum facings structurally bonded to 4 varies in thicknPolystyrene essfromcthree oesixsinches buildinanel up to 30 feet. B. FACINGS: I. Thickness: Minimus "0'24 Mezimum .032 Standard panel facing is .024 Panels having .032 facings will be labeled accordingly 2. Alloy: 3105-H154 or 3003-1116 3. Grade: Fy-18 RSI. Min. 4• Wash Coat: (Bonding Surface).wax free polyester 10 mil.dry film 5. Surface Coat: Acrylic enamel - baked on Temperature - 435/450 F. Pencil Hardness F-214 C. CORE: Expanded polystyrene (EPS) having a density of 2 lbs maximum thickness of three to six inches full size of panel. Normally walls require 2 lb and roofs require 2 lb density foam. Theflame spread index is 25 or less and the smoke density rating is 'no greater than 450. O. ADHESIVE;• 77e adhesive is ISOGRM SP 2020D produced by As(dand Chemical Comp:my Division of Aslibnd Inc. E. BONDING: Final bonding (curing of adhesive is performed in "vacuum bags" for three to four hours under constant and even pressure over the entire panel surface). A Panel/Facing thickness and, Core density are determined.Erom Table 1. F The support and attachment of the panels must b! substantiated by calculations submitted to building department for approval. _ Itoo�' Dawe u1s SP1�N EkN-SUPPOM ANO I i..'11Du1 2i� iJ7D' TU22. IaC-ssnt_.5VND,.4smm SPAN LENGTHS OF SANDWICH PANELS IN FLATWISE SENDING. PANELS ARE SIMPLY SUPPORTED. pq; = p5iZ0�7 TABLE OR WL IS APPUED. DESIGN UNIFORM LOADING, PSF (POUNDS PER SOUARE FOOT) d Jd t L LLl20 These plans, specifications and installation L 0 -Lre0 requirements have been approved pursuant to Heahh and Safety Code. Division 13..Part L 0 LLr140 O;AApproval herein does not authorize or W L approve omiss�Ons or deviation tawsoror valid hocal ordinances. from PANS PSF SIGN WL WL INCH INCH 10 1 20 1 30 ( as 10 1 20 1 30 1 40 10 1 20 1 30 ( 10 X24 180- lzr 9r 1413r, W4- rr rr 3- 112 1,�2 1 14 5' 1 126 i 1 T 160' 1 174' 1 10 4 1 9 7' 1 1 101 197' 1 8 0' 0.r 31J2.11.3 1.0241 . .- I .- I 13'4 I 11'661 .- I 18'8". I tzs .- Ira I 100'r I 2o" 1. 11r 1.0241 4- 11.4 .C:2 220- 1 124- 1 143' 1 123- 19'6- 1 150- "Z10" 1 1311(r. 1'3' 1T4= AB I Hereby A j''•• � • o F w , � y ce►#tfy that this Wan, S cm- F . T U C,E ,a```'pF E SS/ •�•'''•. F N ,.` G1S rt �� .� Caton or report was pre �je �' E� PRO F,Q ��o ...... �M '•, •'• �� 0 EW✓ RFQ Of ufKler my direct $ ��� y m@ C�� �F �. •••� ••• q� �p •. T U F'Ptl'•'. " ` that I am a duly upervlsbn cnd s; r Q d 'Q cl-•• F< R.F. T KER 8` t ENGINE . _./: R. F. ,2 % No. ra2r5 _ " slonai Engineer under the aws w ER ° I _ � : TUCKER z _ No, s' PROFESSIONAL n R W of the State Of Mlnn@sol`a• �' • = 4 (CBO ES EVALUATION REPORT NO ER-2621 P •• ENGINEER n . m .. ' NO. R� 6385 :_.� ; . n, . S 0222 s3 R. F. TUCKER ;:.9, QQ E-51 10 •; a :"Oy`'••!/ f E�:•' Q . 0/NEE" Q'.` PAGES DRAWING TABLE OF CONTENTS 337 `' °.� • Ns `` r •,','AFI -U I- \k ; ,". p9°FE s s l u`'r� .,o�� ` E No. 2 :% '1'e. Op S`,\ ,'''•.,FOE NEB�Ps,, ••�'c�/NNAL E��'\?�'•• •/Illlllle� 2 PAGES 97GN01 GENERAL NOTES QF TUCKFq es`ONA NCI�FFy <►`t% F� y \`� ��OF�IIHI �''., SON TAN. Q\otoss►ona/En 97GN02 a MEki d ��°• `/�, BOND F, T °4* ; `�� : •,.......'-meq _. \ 9i4e �(. a -a .� �l . �.� ''• SY ���g vQ ICA,f Ho ^mac y 2 4 z W RAYMOND F. o ` R. F TUC><ER RAYMOND 21152 2 PAGES 97SC01 STRUCTURAL CONFIGURATIONS er , TUCKER ��� - _ TUCKER R. F. — 97SCO2 9 2 ��,:, :.,,= n �,,� a r / n: cr NUM18r:R 0 13084PE 4, TUCKER �p°,gid ..civ�4. �a� �=.r ..• aW �� E-2314 �F RF��STEa�v 1 PAGE 1.0 ROOF PANEL SPANS AND OVER A A ATIO A IAL STRss/RIVAL q9/IOr♦A. USp...' / 1 �e'..e �aStOM►•`/ 0,f \\ttatl ,1.�e�aon� 2 PAGES °�,°�° ..�. T l k,r I.Ilee, �\, E C ATE 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES .•ems r� \ < o ``O �•OCEJJ{Ci1p •a, �G1s rE�'i ` _���\� C. �RKyAN� S F'r� PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES 4 SE AL = �Fo _ R. F. TUCKER REGISTERED 'i j57!E F PROFESSIONAL = E-61529 PROFESSIONAL 1YAGE 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES `s� .o�E��•'� FPE 4074 { ENGINEER0 G ,F'••••,..�•((°'E� �IIV�� ,`Q•,%A�'O 9FG/STE'IlRE No. 4523 .A PAGE 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES ^•F. T ''. JS CFnj Y 'bl E116l aelr 0�0`Clt-` •,.` ..-+. ` ''''///I//lltl 14EU,1b\�'•• �TI' IL Q 0�, 1 PAGE 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE, v. "I. CEO T V C ql aeQ�R �'o ' R$Gy� r. = co A\ AGES 97CD01 CO ENT PARTS AN CTION DETAILS �, 2 <.�d a�F '0 R. F. TUCKER LU m 97CDO2 �p I'�PIC, � �+' S� CARP <-�, �L . n°° c�T s•• a No.032085 . N0. 2607 97CD03 61IVE �� �• REGISTERED `� - bcv 3 31 02 97CD04 � 84+0 PROFESSIONAL r hES•>ii•�sy9 {.._-...........,� 6362 9 CIVIL �P 97CDO5 w OREGON r R. F Tl1Cf�E �No.12109"`'�'" _ a R. F. TUCKER �s`'`•No• 213`L� 'fir r+`�s� �1� 11k. CAIIFoj� 97CD06 ti lti;' e/► s •,��r�°°•.L....°!�. /� .�0% :NGINEER t < j : (Pi c /// ®[• pYol�' ':l ' .� 97CDO7 GG �°5 40, N0. �P�<^. ,p �`� �a � , '«�'rF; DpY�•e• �' //j� (., /`-%1'JAL r •.` 'kit" OO i •qoa cosec Ot �Nlllll/Z `• Q� ttO r-� n4 0, S r 22 . z ri U5: 2s7•E ` " ,a*°agPp� AEG•/s+.97CD08 R F, �0�`: °�'�s �F� 44�rsc�/ ;;o`'�eF UC,�F,9Fc 97CDO9 �,:,..,�`" Y_ •••,�eT��.�a```� �� x} a 20918 m PAGES 97LT01 COMPONENT P40*31MlMlfa/FONNECTION DETAILS FOR 0A 0 ft%MMERICIAL LATTICE STRUCTU IVO. %98LI I y ? Q : e�� T �i /// ace f • /4 . A 97LT02 �'!�' p e �. It► i z-. _ R. F. TUCKER o °•e ��,�c 97LT03 �,EORU/q ��,`� �• �+ T��,�%' GEORG1.4 ���1 F f��� ,F f<F "d a e2s� ; t i, �(` e..•e� Cj ,O \111111111I11/I/„ ti sr ��T o`,•.`rs/t)N A� �� \o••� TUC. /,,,,,� 97LT04 IS 9 a �'� 'PFS �s t :, _ `�� :`; I'•rlit eeV\\ I� a NO. 8143 ° 1 ; . s % R. F. \``CON GISt ,p N0. 8143 NO �j PROFESSIONAL �O Dt$g 1 , r Fl a1�11fnurP t;ER /q�� O : ROFESSIONAL 8�� f c c �m p . Date gF �r .�� /` � .p 61 N EE. � V �.� l � � L1lliVTimt3z � V N C/¢Fs�C�:�=� 458 '�= ?�`�'yGINE�� ��o IAP c F T `�E' ��i a I,o/A�1'' �A�ted` 0,, �v . �`� BUII.D R;PRODUCE RVC. rt'.OML G �' t .O �.r �� �^' /i A \� telt�t, I 1�/ �� a, / ` STEL �..0 :;r: �1111UIIIli7{{,., 1140 ALL PRO DRIV� Q 7iiitY I / , % ,I O �, /I/// � �� ♦ � t{Q FN v' _ \\\`�F: '•� L� �,aw P .. ;�,. „ t ./ NAI. �. C` . / ALE �� \� j ELKHART, IN 46514 I. No. 20. 't, • , • tS' . `\\ y,+.. EVALUATION REPORT ER 2821P �c Is AG yi k GI = X1111 Co' GINF••;rs'i - F• Cif .'�yR`E".,, �� Q��rvG✓O l; , I C O : �� .' NF<c••; �O Q �C,ENBF ' : G� i F ` O : Q.• EN8 F9 :� 4 ' 135 x I .� r . Cf v: = C? <v .P • <v 'Q . Z �G . >. a A _ �i"', ON.I CERTIFICATE _ � : � D = = � ' y 1833 0 ! � = � ? R. F. TUCKER _ _ � •� � •, r" o DATE 21V2005, ; Li r. /nit,•,n,. Na • : w 1833 0 . r ; i I� .: �, . c Reg. No. 2757 _ = �D • L STATE OF �z 9e ,C + S STA 15896 * . 9•• 9�F QQ • Q• •G7 •i•9)� OF Q �e•�',• 127 Z REOISTEREr 5 �U�:7Fit \�+'a.. _ T,(\ 1� h � ci9L-z�R�'k 7D TE ' OF .' 'tI -•-9 a iROF i� •�• l G.,• • j�j b Q�• •• t �, ♦ ••. .•• /'�� �-. y ESSIONAL ENGINEFAe FLORIDA 4z-. O v . 'r1NgA \ •, ND F. •. � ., i CC IN F„�.e�`` /�11AL ''III,It11Il /a11AL "IQ,ilI;;��Q````\ /r1111111L111 � d .. - ED ,,1111,..,..,,,, �,.�`pFtss/pN''••,,� ,01 III s •••.••••� .9 ,I •�•u ••••••\\\11111 VIII/J// 0••"'u.•q,,�' . . ( SAL EN �.� M `�. .' F NE •. 0 G/ .� OF Ii p �h CARQ; ° TUC '•F •'CEO W� •• F,TUCKF Ss�. • NF 1L N ��.� ;E Mr '•.ONTq C,%STER �c/ • R. F. ; 2 P ... , . F9 Q�• 9 �. •• F9 ��� �► f �• P .• •........ M ,� �,� �q ••.°.°.°..•• ,,- �. �� Fo TUCKER z .TUC,f�`rr� : a MEX� y Qo:f'• . �� ti �oNoF r�°+* .`�~. • N0. I4275 _ c7 : • "' �; 9 zz �� a / �/ R. R • • ^� No. o RAYMOND � PROFESSIONAL - • • i F. m F rU R M CKE �d :� E-5110 ate,: ; ; 4022 : • � s i TUCKER •' o • „ 9 T • NUM ER C KE R = $5 A 6 PROFE$LSIONAL E C� y :• ; 8 0 13 0 8 RE 4074 gT�c••••••••Q�QS-�}.,,�- ;. 9p •/�E g O• ' Q .` �, Y - a31 �� c� c o H01NEED �-0 (POI '• '!1 • ..N E ����, �A `9�6; ••.CIVIL,.•.:'ate i ���, ', '4 /STERE �� �, •••• 1NE •°• ,� �NEF, ,��': C �,,�,' •••:;t��lAlEl16•.•'• 9pfE$$\�N ND• 8628 d 4i0l 87682 r' '', qpF •N�`.� NAL EN `'II,II� TUC\`���1,.•`� �� 1 n�`�� ��,,��5� .81110111"` �•,,,V1. DESIGN IN ACCORDANCE�i THE UNIFORM B G CODE 1997 e�� OR DES'�IV11�i�Q@IDi�ONENTS ``1��\�111ii1{1,. EDITION. ; � OF' U \olession�l f' P ,...........•• =;:. \DATE 9'0 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM t",� '�- HT LESS THAN 15 FT Design Uplift Wind Pressure (psf) ;��° �� ti� :. ASSOCIATION'S SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING COD - * �' r Sirlple Spnn Arens Eaves and Overhangs �U e R. 6 TU 2RiF? 3. EACH BUILDING PERMIT SHALL BE ACCOMPANIED BY TWO COMPLETELY DIMENSION>i � _ Eked Unenclosed Enclosed Unenclosed Enclosed _ E- 1529 . ..... ............ :.: o TUCKER STR� PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED i ... R Rt= F Tu, fi .l ^� h Exposure nee. STRUCTURES. II:i,/. d�"' ......�. ...._ 0 B 1Q16 10.16 10.16 21.87 o �;;........ AAi sP' 4. DESIGN LOADINGS: ,`` Y10 SSip ,• ;31 Q ' tet, s� 0 B 16.76 16.76 16.76 36.11 LONA. O• �� /� 0 .*1� i.�'•' � � � �.•: . e�°°•.,.• qr f� �` G;'' f' Via, w $' 70 C 17.36 17.36 17.36 37,40 ss/�� T E A APPENDIX CHAP! FR 31 DMSION III PAT10 COVERS •' ��`' .•'• REG. Np °°• <y '; �9b ` 1` _- ';.. ' ° `�` v - s '•Ib •; •a '�pl,,;,'�j�,a��� 90 C 28,66 28.66 28.66 61.73 AR AN r LIVELOAD: 10 POUNDS PER SQUARE FOOT. - 6362 : �^ :• .9�� �;G{ Cyt 20 POUNDS PER SQUARE FOOT R. F. TUCKER m ^ Off. 8440 REGISTER D A; 25 POUNDS PER SQUARE FOOT R �1� S 8 FT Design Uplift Wind Pressure (psf) 4 PROFESSIO AL 30 POUNDS PER SQUARE FOOT 16 P, o� e Sjy ENGINEE 40 POUNDS PER SQUARE FOOT °e°°rH DPS°•• .� O �, Simple Span Arens Eaves and Overhangs OREGON =; �e No. 452 60 POUNDS PER SQUARE FOOT •°°°°°' ��,,� R. F. TUCKER S� Unenclosed Enclosed Unenclosed Enclosed ��, "e19 Q`o WIND LOAD: FOR 0.4112 > SLOPE < 2112 �''•••......1 ►d`', No.032085 rl1,; Exposure sr 22. �Z e4,.ms .o B 10.65 10.65 10.65 22.93 F. T u 0 �p B 17,58 17,58 17,58 37.86 4 esign = a DLateral/Uplift Wind Pressure (pit) •e .s ._ / , `� S,�rONa -� 0 C 18.05 18.05 18.05 38.88 ;,�` `,. \7 - Speed �tfG15"ERED �� C-17 Speed Sirlple Span Arens Eaves and Overhangs ick, . ,;, 90 C 29.80 29.80 29.80 64.18 IRocEss{oNA1 '� NO. 260 mph Height Zone Unenclosed Enclosed Unenclosed Enclosed: nGxac rt t -31 02 70 Less than 10 7.5 7.5 7.5 7,5: G �=£' R. TUCKER 90 Less than 10' 11.3 11.3 ll.3 11.3 u"='° No Eur 1< t(Q FOR DESIGN OF PRIMARY FRAME SYSTEMS a+ ENG{NEEG _ J'r CIVIL �Q .' o. 21^2° ��. �.;�. 9l �� 70 Less than 12' 10 10 10 10 `"•¢ °P°• F WAs'� yD. r.. F �F CA \i f `EFIV -, ;..; o ti,. Design Wind Pressure (psf)�;53nr 90 Less than 12' 15 15 15 15 `'f' '� �' /rl,rrl,lc,: ' Exposure B Exposure C f �'It" 10<w/s I hareby certify that INSfi"c:ll "`� Jp•-9 •,� Ccrillorr2�, -v - 70 mph 90 mph 70 mph 90 mph ,(-ti �, �,•, or Uil . ;y ail:aM sGca sla> . O 9 `0 � i Lateral 10.2 16.8 17.4 28.7 �E�S►�7 r d Q L B. COMMERCIAL STRUCTURES that I �;;-, n riUly rj(:g'aertc I N F 1 01 U lift . r� 3 sloncl E ;�Ir�eer under the !� Fcps,cTs `� P 1010 15.0 10.0 16.05 No.12109 0 20918 - UVELOAD: 20 POUNDS PER SQUARE FOOT. of the Stag of MlnnesoYa, /d -o •� o c�,�? 25 POUNDS PER SQUARE FOOT F, TUC 30 POUNDS PER SQUARE FOOT R. F. TUCKER I��'•��'c�ss •••••••� `�F,Q 40 POUNDS PER SQUARE FOOT pie '•II, /0 A_ •` 60 � fQUND,4,�PER SQUARE F �- "`\ // o No. 2:.:: -.�; @� /„' TE REVISION DATE REVISION CERTIFICATE •• �� P - F �` 4 s em' ED f?O' .P �� %v \ltlu: •.. IWi91 �D R pT U Q 1 t / ., •........,•, No. 15896 * ,` •..•••.• P. ,?`1'p .f'' TUC•`,•. ''. STATE DF ; �� G NF •• \P'% EN B�.O'9 - R. F. TUCKER y / .�`� '{ S•4c p �"�. G F,A .O - = c� ENGINEER 1 Pf4 r E ! •. �C. 7904 " �+ % ? Z = R No. 27575 = w 4; r O FLORIDA �� _ • • e9 r �s * = 1833 • D 127 Q�G#STEII Z 13SS% NA i . 'yPROFESS10NAl ENGINEER N� 6385 ='a * Engineering Services R. F. TUCKER �'.• No. 2053 RFD EN�'� 9�••,'t 10 i•C�/��` S� �/` IN �V`O�� 9j �Q� �`IyA* STATE � i1Pl .°1111Vi�'. 1110 All Pro D•Iv� . �� r w Ih `� ; '�IN81► ♦ /( F F Elldlart. IN 46514 'ti CENS. �, EORG ?�Ji�� p :�` `usl r• 3���•'��;�` • D k� '' / Lid vu lil H ` . , KG ICBG ES EVALUATION REPORT NO. ER -2621P A OF Det`, ��I cp F9 9 �� NSG *' 'I a e IJIuO '' NONE OEMTGENERAL NOTES �,:.•- ....... 4--..F N0. 8143 Q 'TUCKER a 97GN01 OF 2 �G�tE,p'•,� PROFESSIONAL R. F. �' C 2/8/2000 w r'Q• FO: W ENGINE S STAMP $ = 9 GINE b 9538 '• NO. do o: 1145 .` F T U �+BTJ�TiE OF �o - � 0 33793 Date %�'° �F�AWPQ: `�� ��y _•w�Nl► /���. .r� Fc/STEaF�4 t` wyomilG %;oniAi E���� �bNAtr •� pNAL EN GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARITIES COVERING AT LEAST 20 PERCENT OF THE GROUND LEVEL AREA EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE "Co 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 BE USED FOR PARKING OF MOTOR VEHICLES PER LOCAL BUILDING CODES. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY NOT BE USED FOR PARKING OF MOTOR VEHICLES. 9. FREESTANDING STRUCTURES SHALL NOT BE ENCLOSED IN ANY MANNER. 10. STEEL BOLTS SHALL BE ASTM A-307. 11. ALTERNATE ALUMINUM ALLOYS OF EQUAL OR HIGHER STRENGTHS MAY BE USED. ap , 17. PATIO STRUCTURES MAY BE ENCLOSED WITH INSECT SCREENING. 18. STRUCTURES MAY BE ATTACHED TO RAFTER OVERHANGS PER SCHEDULE. 19. WHERE ALUMINUM ALLOY PARTS ARE IN CONTACT WITH DISSIMILAR METALS OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL. OR ABSORBENT BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMITTENTLY WET, THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPARATED IN ACCORDANCE WITH U.B.C. SECTION 2004.3. 20. ALL SCREWS CONFORM TO ANSI 818-6-4 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. 12. STEEL FASTENERS SHALL BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED "AN" BOLTS. : =- REVISION DATE REVISION 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. ^ � .' ^'= R �J:;, ,r. 14. EMBEDDED COLUMN SURFACES SHALL BE CLEAN AND FREE FROM OILY SURFACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 c, • DIVISION III OF THE UNIFORM BUILDING CODE. N 0. 2 �'' Engineering Services 1140 All Pro Drive 16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE 31-0 ENchart, IN 48514 THAN THE FIRST INTERIOR COLUMN. �l9 C KG ICBO ES EVALUATION REPORT NO. ER -2621P DRAWING OR PmT GENERAL NOTES t , ` NONE NAME ., EN NE RS STAMP �,,,,,,,, 97GN02 M. WN 6�v� it a "nom _-,u VARIES .nCC SEE SCHEDULES FASCIA OPTIONAL 3 1 CONCRETE SU dd SEE NOTE 1 J SHEET 97G 0 SEE SCHEDULE FOR FOOTING SIZE FOR COLUMN SPACING SEE TABLES 2.1, 2.5, 4.1 OR 4.2 FOR COLUMN SIZE SEE 'COLUMN SCHEDULE" NOTE: PATIO WIDTH VARIES W/ SELECTION OF HEADER, NUMBER OF COLUMNS AND LOADING CONDITIONS. SEE SC;`_7DULES FOR MAX. COLUMN SPACING. DRAIN OPT. 3 1 CONC. NO 5 ON SEE N SHEET 97G 02. PROVIDE 1 1 DRAIN FASCIA LCOVER HEADER PANEL NSTALLuj C7 COLUMN s N0. VERTICALLYLw '-gRAON DE 1 1/2 _ �13 1/2" CONC. rdr 1 � I '1 •-SEE SCHEDULE SINGLE SPAN FREESTANDINGUCTURE PLACE 1- 1/2'0X6rSTL. ''!'� FOR FOOTING SIZE. BAR AS SHOWWN XPANE SPq gNEL SPgly �. END FASCIA --1/2"0 STEEL BAR ® 6" LONG SEE SCHEDULE FOR FOOTING SIZE - "d" IS TYP. CUBE SIZE SEE SCHEDULE FOR FOOTING SIZE SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE DATE I REVISION I DATE END FASCIA OPT. 3 1/2" CONC. SLAB -SEE NOTE #5ON SHEET 97GNO2. REVISION .�I AIri�,►1'i1178g Engineering Services 1140 All Pro Drive 51 Elkhart. IN 46514 V `. 2/ KG ICBG ES EVALUATION REPORT NO. ER -2621P NONE UKAVVING NAME STAMP STRUCTURAL CONFIGURATIONS STAMP Fmw 2/8/200097SC01 1 OF 2 Iiil��li4TE BEAM 1.UVCfR riv 1/2.0 STEEL 7HAN G. COL. BAR 0 18" LONG lv = SPACING INSTALL COLUMN VERrr! _ E NOTE #7, SHEET 97GNO2. PROVIDE 1 1/2" _ SEE SCHEDULE FOR DRAIN j " " FOOTING SIZE "d" = TYP. OPT. 3 1/2" CONC SLAB ��d � � " CUBE SIZE SEE NOT 5 ON SHEET 97G 02. MULTISPAN ATTACHED CANTILEVERED STRUCTURE J FOR COLUMN SIZE SEE 'COLUMN SCHEDULE" NOTE: PATIO WIDTH VARIES W/ SELECTION OF HEADER, NUMBER OF COLUMNS AND LOADING CONDITIONS. SEE SC;`_7DULES FOR MAX. COLUMN SPACING. DRAIN OPT. 3 1 CONC. NO 5 ON SEE N SHEET 97G 02. PROVIDE 1 1 DRAIN FASCIA LCOVER HEADER PANEL NSTALLuj C7 COLUMN s N0. VERTICALLYLw '-gRAON DE 1 1/2 _ �13 1/2" CONC. rdr 1 � I '1 •-SEE SCHEDULE SINGLE SPAN FREESTANDINGUCTURE PLACE 1- 1/2'0X6rSTL. ''!'� FOR FOOTING SIZE. BAR AS SHOWWN XPANE SPq gNEL SPgly �. END FASCIA --1/2"0 STEEL BAR ® 6" LONG SEE SCHEDULE FOR FOOTING SIZE - "d" IS TYP. CUBE SIZE SEE SCHEDULE FOR FOOTING SIZE SINGLE SPAN ATTACHED CANTILEVERED STRUCTURE DATE I REVISION I DATE END FASCIA OPT. 3 1/2" CONC. SLAB -SEE NOTE #5ON SHEET 97GNO2. REVISION .�I AIri�,►1'i1178g Engineering Services 1140 All Pro Drive 51 Elkhart. IN 46514 V `. 2/ KG ICBG ES EVALUATION REPORT NO. ER -2621P NONE UKAVVING NAME STAMP STRUCTURAL CONFIGURATIONS STAMP Fmw 2/8/200097SC01 1 OF 2 3'X 8' ALUM. BOX BEAM OR 37X 8'X 12 GA. MR 'C' BEAM HEADER LATTICE OVERHANG 16' FOR 1 1/2' X 1/2') _A loll OPT.3 ONSEE2 NOTE CONrC S l SHEET 97GN02 SINGLE SPAN ATTACHED t LATTICE STRUCTURE MULTISPAN FREESTANDING STRUCTUR IL ❑'HANG --ft 1-1/2'0X SS6BAR SEE SCHEDULE FOOTING SI J ?HANG —+ RAFTER NOTE: SEE TABLES 4.3, 4.5, 5.3 AND 5.4 6' MIN. O'HANG RAFTER NOTE 3'X 8'X 12 GA. STEEL 'C' BEAM FOR BEAM WRAP DETAIL, SEE SHEET 97LT03, DETAIL 'L23'. OPT. 3 1/2' CONC. SLAB ----e FOR FOOTING SIZE SEE SCHEDULE tj 00 1r el A 2" X 6 1/2- OR 3" X 8" � ALUM RAFTERS ®24 O.C. C LATTICE: 0.018" x 1 1/2" x 1 1 /2" MAX. O'HANG 2571 OF ® 3" O.C. MINIMUM OR COLUMN SPACING 2 "x 2° ® 4" O.C. MIN. SEE SCHEDULE FOR COLUMNS. ALL COLUMNS TO BE INSTALLED VERTICALLY. OPT. 3 1/2 CONC. MAY HAVE MORE THAN SLAB. 2 COLUMNS. OPTIONAL 3 1/2' CONCRETE SLAB. s SINGLE SPAN FREESTANDING r --T W TW TW FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM LTW N RAFTER SPAN 1R SPAN) OR MORE SPANS /1' X 6 1/2' OR 3' X 8' ALUM. yRAFTERS • 24' O.C. %7t +��PLACE 1- 1/2' 6X 6' ,,,1r� STL BAR AS SHOWN 4K -SEE SCHEDULE FOR FOOTING SIZE. DATE REVISION DATE OF CLEAR SPAN SEE RAFTER NOTE REVISION joEngineering Services 1140 All Pro Drive ��� '� ` Elkhart, IN 46514 AJF ICBG ES EVALUATION REPODRAYANG OR PART STRUCTURAL CON F U IS NONE NAME � STAMP KEET- 2/8/2000IN 97SCO2 0 ra �a F% BA Q AT. ED FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM LTW N RAFTER SPAN 1R SPAN) OR MORE SPANS /1' X 6 1/2' OR 3' X 8' ALUM. yRAFTERS • 24' O.C. %7t +��PLACE 1- 1/2' 6X 6' ,,,1r� STL BAR AS SHOWN 4K -SEE SCHEDULE FOR FOOTING SIZE. DATE REVISION DATE OF CLEAR SPAN SEE RAFTER NOTE REVISION joEngineering Services 1140 All Pro Drive ��� '� ` Elkhart, IN 46514 AJF ICBG ES EVALUATION REPODRAYANG OR PART STRUCTURAL CON F U IS NONE NAME � STAMP KEET- 2/8/2000IN 97SCO2 0 ra �a F% BA Q AT. ED THIS PAGE LEFT INTENTIONALLY BLANK L 91 Amerimlax BUII.DIlVG PRODUC�IlVG 1 140 ALL PRO DRIV ELKHART,IN 46514 ICBG ES EVALUATION REPORT ER -2621P BLANK PAGE DATE: 2/8/2000 MAR 0 31000 1 n QnnF DANFI RPONS ANn 312' x 12" ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL IT HEIGHT 70 90 OVER LOAD T (PSF) (IN) MPH MPH HANG 10 0.018 16'-r 16'-r T-17 20 0.024 18'4• 18'4- 8'-r 0.018 0.032 20'4• 20'-8' 94- 0.018 0.036 1 21'4' 21'-4' 9'-17 20 0.018 11'-11' 11'-11' S-9" 20 0.024 13'4• 13'4• 6'4- 36 0.032 15'-11' 15'-11" T4- T-1' 0.036 1T-0' 1 r4 r-10- 25 0.018 117-W 10'-9• 9-2" 14'3' 0.024 1r3• 12'3' S-11- 60 0.032 14'4• 14'4• T4' 10.0120 0.036 15'4- 154- T-7 30 0.018 9'-17 9'-10' 4'-9- V -r 0.024 11'3' 11'3' SS' 6'4' 0.032 13'-1" 13'-1' V -C 35 0.036 14'4• 14'-T 6'-10" 40 0.018 8'-r a' -r 4'-1' 9-10" 0.024 9'-17 9'-17 4'-9- 0.03211'-- 0.032 1 V -W 11'-5- 5'-6' 6'-0- 0.036 173- 17-7 5-11. 60 0.018 T-1' T-1• 3'4• T-11 0.024 8'-1' V-1' T-10" V-1" 0.032 9-" 9'-6' 4'-6" 9'S' 0.036 10'-1• 10'-1' 4'-17 TABLE 1.1 2 12" x 1a' STRUCTURAL PANEL FOR PATIO COVERS LIVE LOAD (PSF) PANEL T (IN) 12' HEIGHT 70 90 OVER MPH MPH HANG 10 0.018 1r -c 11'-11' S-9 26 0.018 8'-10• 8'-17 4'-3- 25 0.018 V-0' V-0" 3'-10' r -3-0--F0.018 20 T4' 77 16-2* 40 0.018 6 S' 6 S" 3'-0- 60 0.018 4'-10' 4'-10' 7-5" 2 12*A7`STEEL PANEL DESIGN SPANS FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT LOAD T 70 90 OVER (PSF) (IN) MPH MPH HANG 10 0.0120 14'4' 14'48" S-1' 20 0.0149 16-2- 16-2* SS- 20 0.0120 8'4' a'4" 4'-0- 13'-2" 0.0149 11'4• 11'4• 4'4' 25 0.0120 V-9' 6'4- 3'4- 20 0.0149 19-T 10'4' 4'4" 36 0.0120 S -r S -r 7-9" T-1' 0.0149 9'-r q -r 3'-r 40 0.0120 V3" 4'3' 2'-1' 14'3' 0.0149 8'4' 8'4' 3 S" 60 0.018 T-17 r-17 1'S" 10.0120 0.0149 5-17 5-17 r -11 - TABLE 1.3 OVERHANGS FOR PATIO AND 21/r x 6' ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL IT HEIGHT LOAD T 70 90 OVER (PSF) (IN) MPH MPH HANG 10 0.018 13'S' 13'3' 6'S" 20 0.020 14'S" 14'4• V-11' S$ 0.024 163- 163- T-17 13'-2" 0.032 18'4" 18'4" V -r 20 0.036 191-4" 19'4• I 8-11- 20 0.018 9'-9• 9-9- 4'4" 0.018 0.020 to'S- 19S S-0' T-1' 0.024 11'3' 11'4" 54' 25 0.032 14'-1" 14'-1" V-17 14'3' 0.036 1S-1' 15-1- T-1• 25 0.018 8'-9• 8'-9• V -r 9-17 0.020 9'-5* 9'-- 4'4" 30 0.024 10'-r 10'-7' 5'-1" V -r 0.032 12'4' 12'4' 6'-1' 6'4' 0.036 13'-r 13'-r I v- 35 0.018 T4• T4' 3'-7" 40 0.020 V41' S4• 4'-1- 9-10" 0.024 9-9" 9'-9• 4'4' 0.03211'-- 0.032 1 V-8" 11'4' S -r 6'-0- 0.036 17-W 12'-6" 640• 40 0.018 5'-10" T-10' 2-9- T-11 0.020 V-11" V-11• 3'3- V-1" 0.024 8'-6' 8'4' for 9'S' 0.032 10'-2" 10'-2" 4'-17 0.036 0.036 10'-11" 10'-11• 5'-7 60 0.018 4'-1" 4'-1' 1'-10' 4'-1" 0.020 V-7 6'3' 2'-r 4'-9• 0.024 T-0" r -w 3'-7 6'-5' . 0.032 V-5• V -S 4'-0' 0.032 0.036 9'-0" 9'-0' V -r TABLE 1.4 2 12' x 12- ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 90 OVER LOAD T PS IN MPH 1 MPH HANG 10 0.018 174" 12'-0' 6-17 20 0.024 14'-" 14'-6' 6'-r S$ 0.032 15'-9" is, -!r T3' 13'-2" 0.036 16'5' 16'-' T 6' 20 0.018 V-11" V-11" 4'-3' 16'-1T 0.024 11'-6" 11'-6• 5'-7 0.018 0.032 12'-r 12'-r 5!-9' T-1' 0.036 13'-1" 13'-1' 6-(r 25 0.018 8'-7 a'-7 3'-17 14'3' 0.024 10'-5' 10'-6" 4'-17 163" 0.032 11'-9" 11'-9- 5'4' 9-17 0.036 12'-2- 17-2- 5-- 30 0.018 T4• T4' 3'4• V -r 0.024 9'4' 9'4' 4'-r 6'4' 0.032 10'-11. 17-11' S-0' 14'4r 0.038 11'4" 11'4• S3" 40 0.018 6-T 6-T 3'4• 9-10" 0.024 a'4• 8'4' V4r 0.03211'-- 0.032 9'4" 94' 4'-r 6'-0- 0.036 10'-0' 10'.0' 4v- 60 0.018 54' S'4' 2'4' T-11 0.024 8'-17 V-17 3'3' V-1" O.o32 T-17 T-17 T -r 9'S' 0.036 S3' a'3" 3'-11" TA6LG 1.0 COMMERCIAL STRUCTURES 31/2' x 12"PANEL ALLOW. DESIGN AN FOR COMMERCIAL STRUCTURES LIVE PANEL EXP. 8 EXPOSURE C MAX low 70 90 LOAD Y OVER (PSF) (IN) MSH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 20 0.018 11'-11" 11'-11" 11'S' S$ 4'-17 0.024 174" 13'4- 13'-2" 6'-' 25 0.032 15-11" 19-11- 194" T4- S4' 0.036 16'-1T 16'-11' 18'-r T4" 25 0.018 10'4' 19-8" 10'4' S -Z' T-1' 0.024 1r -r 1r3' 12'3' 5-11• 40 0.032 14'4' 144• 14'3' 6-11- 4'4' 0.036 153- 163" 15'4' T3- 30 0.018 9-17 9'-17 9'-17 4'4" 6'-1- 0.024 11'-3- 11'4" 11'-3• S-• V -r 0.032 13'-1- 13'-1' 13'-1" 6'4' 3'-r 0.036 14'-W 14'-0" 14'4r 6'-9- 40 0.018 8'-7" a' -r 8'-r 4'-1• 4'4- 0.024 9-10" 9'-10" 9'-17 4'4• S -r 0.03211'-- 0.036 11'-6" 11'-' 5*4- 6'-0- 0.036 17-2" 1 12'-2" 12'-2' 6-11' 60 0.018 T-1' T-1" T-11 3'4- 1 0.024 8'-1' V-1" 8'-1- 3'-17 4'-W 0.032 9'S' 9'-5' 9.6' 4'4- 4'-17 0.036 10'-1' 10'-1" 10'-1" 4'-10" TABLE 1.6 2 112"x 1r STEEL PANEL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANELEXP. B EXPOSURE C MAX LOAD T 70/90 70 90 OVER (PSF) (IN) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 20 0.0120 8'-' V-9• V-9• 4'-0' 4'-17 0.0149 12'-1' 12'-1 12'-1- 1 4'4- 25 0.0120 T-1• T-1" T-1" 4'-0• S4' 0.0149 10'-11. 10'-11' 10'-11- 4'-0- 30 0.0120 6'-0• V-0" V-0" 3'4' T-1' 0.0149 19-7 10'-0" 10'-0• T-9- 40 0.0120 4'-7' 4'-r 4'-r T-1" 4'4' 0.0149 8'4' 8'4• 8'4' 3'-' 60 0.0120 3'-2" T-2' 1 3'-2- 1'-" 6'-1- 0.0149 6'-2" 6'-2' 6'-2' 2'-11• TABLE 1.9 ALT. 2 1/2"x 12• PANEL ALLOW. TABLE 1.7 FOR COMMERCIAL STRUCTURES LIVE 2 1/2'x 18' ROOF PNL ALLOW. DSGN SPANS FOR COMM. STRUCTURES - ROOF HGT 18' LIVE LOAD (PSF) PANEL EXP. B EXPOSURE C T 70/90 70 1 90 (IN) MPH MPH MPH MAX OVER MANG 20 0.018 8'-10• 8'-17 8'4" 4'-1" 25 0.018 8'4' V -W 8'-0" T-9" MPH T' T4' 0.018 4 T4- 3'S' t6030 40 0.018 6'-- 6-5- 6'-5' 3'-0• 9'4" 0.018 93• 1 S -r 4'-17 T -F 0.020 TABLE 1.8 1o'S' 10'-r TABLE 1.9 ALT. 2 1/2"x 12• PANEL ALLOW. 2 1/2" X 6• ROOF PNL ALLOW. SPAN FOR FOR COMMERCIAL STRUCTURES LIVE PANELEXP. B EXPOSURE C MAX LOAD T 70/90 70 90 IMANG OVER (PSF) (IN) MPH MPH MPH 5-4- MAXIMUM ROOF HEIGHT 18' 20 0.018 9'4" 9'4" 9'-7- 4'4' 15'-9" 0.020 1o'S' 1o'S' 10'-r 4'-17 16-11" 0.024 11'-9" 11'-r 11'4" S4' T-11• 0.032 14'-1" 14'-1' 13'-10' 6'4- 0.018 0.036 15-1' 15'-1• 14'-11' T-1' 25 0.018 a'-9• S-9' 8'-9• V -r T-' 0.020 9-V 9'-' 9'S' 4'4' 9'-10" 0.024 10'-r 10'-r 10'-r 5--l- 5'3' 0.032 174' 12'4" 12'4' 6'-1- 30 0.036 13'-r 13'-r I 13'-r V -r 30 0.016 T4' T4• T4' 3'-r 11'-0" 0.020 8'4• 8'4' 8'4" 4'-1• 0.018 0.024 9'-9• 9-9• 9-T 4'4- 2'-9- 0.032 1 V -W 1 V -a" 1 V-8- S -r 0.032 0.036 1r -W IT -Ir 12'4• 6'-0- 40 0.018 5'-17 5'-17 5'-17 r -r 4'-11• 0.020 V-11' V-11• V-11' 3'-' 6'4•T 0.024 8'4• 8'4• 8'4" 4'-W '3'-" 0.032 10'-2' 10'-2- 10'-r 4'-17 0.036 0.036 10'-11" 10'-11' 10'-11' 513• 60 0.018 4'-1- 4'-1" 4'-1" 1'-17 0.020 4'-9- 4'-9• 4'-r T -T` 0.024 6'-5' . V-6" F-6* 3'-0' 0.032 B-' 8'-• V-5" 4'-W 0.036 9'4• 9'-V 9'-0• 4'3 - TABLE 1.9 ALT. 2 1/2"x 12• PANEL ALLOW. SPAN FOR PATIO STRUCTURES LIVE PANEL 12' HEIGHT 70 907 OVER LOAD T PS IN MPH MPH HANG 10 0.018 11'4" 11'-1• 5-4- 20 0.024 14'-8" 14'-8" 6'4" 4'-1' 0.030 15'-9" 15'-9" T-2- 11'-r 0.038 16'-11. 16-11" T-9" 20 0.018 V -r V -T` T-11• IVA" 0.024 11'-0• 11'-0" 5'-7 0.018 0.030 12'-7' 12'-r V -S" 0.038 13'-6" 13'4" 6--r 25 0.018 T-' T-' 3'4" 11'4' 0.024 9-10" 9'-10" 4'-9" 12'-2' 0.030 11'4• I V -S" 5'3' T4" 0.038 12'-r 12'-r 5!-9• 30 0.018 6-9" V-9- 3-2- 0.024 9'-1" 9'-1" 4'4" 5* -0' 0.030 11'-0" 11'-0" 5'-0- 11'-' 0.038 IV -10-111--10- 0.018 5!4- 40 0.018 6-11• V-11" 2'-9- 8'4" 0.024 T-11• T-11" T-9' 0.032 0.030 9'-r 9'-r 4'4' 0.038 10'-17 1U-17 4'-10- 60 0.018 4'-11• 4'-11-2'-3" 5'4- 5-4• 0.024 6'4' 6'4•T -l" 6'-10• 0.030 T-11• T-11' '3'-" T-10" 0.038 9-0' 9-(r 4'4' TABLE 1.10 2 12• x 12- ROOF PNL ALLOWABLE SPAN FOR COMMERCIAL STRUCTURES LIVE PANEL EXP. B EXPOSURE C MAX 70M 1 70 90 I LOAD T1 OVER (PSF) (M) MPH MPH MPH MANG MAXIMUM ROOF HEIGHT 18' 20 0.018 Fir Fir r -r 4'-1' 944 0.024 11'4' 11'4• 11'-r S -T` 0.032 12'-r 12'-r 12'-r s,4r 0.036 IVA" IVA" 13'-1" 5'-11• 25 0.018 V -W 8'-0• a'4- 3'-r 0.024 10'4- 10'-4" 10'4' 4'-17 0.032 11'4- 11'4" 11'4' 5!4• 0.036 12'-2• 1 12'-2' Ir -T` 54" 30 0.018 T4" T4" T4' 3'4' 0.024 94' 9'4' 9'4' 4'-r 0.032 10'-17 10'-10• 10'-17 5* -0' 0.036 11'S• 11'S' 11'-' S' -r 40 0.018 6'S" V-5" 6'-5' 3'-0' 0.024 8'4" 8'4" 8'4" 3'-11" 0.032 9'4" 9'4• 9'4• 4'4• 0.036 10'-0" 10'-0" 10'4• 4'-9- 60 0.018 5!4' 5'4- 5-4• 2'-- 0.024 6-10" 6'-10• 6-10• 3'3" 0.032 T-10" T-10" T-10" 3'4- 0.036 8'3- V-3' V-3' 3'-11• TABLE 1.11 ALT. 2 12- x 12" ROOF PNL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANELEXP. B EXPOSURE C MAX LOAD T 70/90 70 I 90 OVER (PSF) (IN) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 20 0.018 8'-2- 8'-r T-1 r 3'-9' 944 0.024 tV-11' 10'-11" 10'-r 5'-1' 0.032 12'4" 12'4" 1r4" s--8- 0.038 13'-" 13'4• 13'-" 6'-2" 25 0.018 T4" T4" T4' 3'-- 0.024 9'-10' 9'-17 9'-17 4'-9' 0.032 11'4' 11'4" 1 V-8" 5'-3" 0.038 1 r -r 12'-r 12'-r s'-9- 30 0.018 G-9• V-9" 6'-9" 3'-r 0.024 9-0' 9'-0" 9'-0- 4'4' 0.032 11'-0' 1 r-0" I V-0• S-0' 0.038.11 --lo- 11'-10• 11'-10' 5'4" 40 0.018 T-11• 5'-11" V-11• T-9- 0.024 T-11" T-11" T-11• 3'-9' 0.032 9'-7" 9'-r 9'-r 4'-6" 0.03a 10'-9" 10'-9- 19-9" 4'-10" 60 0.018 4-11" 4'-11• 4'-11• 2-3- 0.024 6'-6• V-6' 6'-6- T-1. 0.032 T-11- T-11' T-11• T.9- 0.038 9-0" 91-W 91-0' 4'-3' kLll:1q-aRii PANEL TO PANEL FASTENING PANEL T (IN) 810 SMS FASTENER SPACING WIND LOAD PATIO/EXP B EXPOSURE C 70 90 70 90 0.018 8' S 4-• 7-11' 0.024 11' S-6" 6-6' 3-11" 0.002 14 6-8" 6-7 S -r 0.036 14 6-8" 8'-9" 6-2" 0.042 14 6.8" 944 6-2" /J (� 2 / 11_ TABLE 1.13 2.25 F -6.00"-I OA 2 1/2" x 6" ROOF PANEL 2.464" .I I-12.00"--1 © 2 1/2" X 12" ROOF PANEL 2.10" L I18.00"� © 2 1/2" X 18" ROOF PANEL 3.500" 12.00"-I OO 3 1/2" x 12" ROOF PANEL 375"E[S kNEL BUT �ILDQNG DEPA ' R lAE d " P P R Q� k 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES LIVE TRIB MAX COLUMN SPACING FOR r CLOVERLEAF STEEL HEADER 8" ROLLFORMED C BEAM 10' ROLIFORMED C BEAM V I BEAM Y 1 BEAM B ur ROLLFORMED HEADER ALASKAN EXT. HEADER S 1T EXTRUDED HEADER TRIB LOAD WIDTH ATTACHED PATIO ON SLAB WIDTH MAX. CONS. FOCTER SIZE AMA CONS. FOOTERSITE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX FOOTER SIZE MAX CONS. FOOTER 28 SIZE MAX. CONS. FOOTER SIZE MMX.M47 SIZE 28 35 COUIM COLUMN Coo FREE TTACIED COl1IYI4 FREE ATTACHED COl1MN FREE ATTACHED COLUMN FREE ATTACHED 40 COLU.N FREE ATTACHED COUMNCOILMN 34 USING ALL FREE ATTACHED FRE£ ATTACI4ED 44 %1' OTHERS 9PACIp SPACING SPACING SPACING SPACING 38 FTR FTR MEL SPACING FTR FTR AHHN. FTR FTR MRL SPACING FIR FTR MK FIR FIR MN FTR FTR MIL FIR FTR MAL SPACBqN. MAXCOLLNGTHON1f11'COLVCOL. V Y COL v Y COL Y Y COLY Id COL V V COL OI.B'a 10d STAB TYPE TYPE TYPE TYPE TYPE TYPE TYPE YPE 70 MPH WWDSPEED 10 OR LESS 70 MPH WINDSPEED 10 OR LESS 13S 1 3" 18 A 5' 13 3' 10'11' IT -T 11'-4" 21 19 B 28'-4' 25 25 C 34'40" 28 28 D S 6 11'-0' 9-1" 11'1" 104" 21 20 8 264' 28 28 D 374' 27 27 D 6 T 9S T-9" 94" 10-7 21 20 C 28'-4" 27 27 D 38'3" 30 30 E 25'1" 27 27 D 301' 28 28 E T 6 63" 6-10' 94" 9$ 21 21 C 25"3' 28 28 D 34'4" 31 31 E 24'3' 28 2B D 29.0" 29 29 E 8 9 T1" 6-1' T4" 91" 21 21 C 24'3' 29 29 E 331,' 32 32 E 231" 28 28 E ZT-11' 30 30 E 9 10 6-7' 5'S 6-9" 94" 22 22 C 2T-0" 29 29 E 373" 33 33 E 274r 29 29 E 26-11" 31 31 E 10' 11' 64" 4'-11" 6-7 64" 22 22 C 21'-11' 30 30 E 31'-7' 34 34 E 21'-9' 30 30 E 28'-1' 32 32 E 11' 17 54" V4" 5'4" 64" 22 22 C 21"4' 30 30 E 301" 34 34 E 21'-7 30 30 E 294" 32 32 E 17 1T 51-1' S-7' 2d-7' 31 31 E 29'4" 35 35 E 20'-7' 31 31 E 24'-8' 33 33 E 13' 14' 4'-9 r-10' 19S" 31 31 E 28'S 35 35 E 20-1' 32 32 E 24'-1" 34 34 E 14' 15' 4'4" 18'4" 31 31 E 2T4" 38 38 E 194' 32 32 E 23'-8" 34 34 E 16 16 16-7 32 32 E 26-7" 38 36 E' 193' 33 33 E 23'-0" 34 34 E 16 1T 1T-7" 32 32 E 2S-10" 36 36 E 16-10" 33 33 E 27-7' 35 35 E 1T 18' 1T-1" 33 33 E 25'-1" 37 37 E 18'4" 33 33 E 27-2' 35 35 E IV 19 18'3' 33 33 E 24'S 37 37 E 18'-2' 34 34 E 21'-9" W 36 E IV 2016 7 33 33 E 23'-10" 37 37 E 20 21' 16-10' 33 33 E 23 3" 38 38 E 21 70 MPH WINDSPEED 17 OR LESS 70 MPH WINDSPEED 17 OR LESS 1 1 - 174r IT 173 20 A I -11 23 20 A 19- " 28 23 C 1S4' 25 21 4' 5' 13'3' 10'11" 13-7- 11'1' 24 21 B 28'4" 29 28 C 34'-0" 30 29 D 9-1" 22 19 A 1T-10' 25 24 C 14'4' 24 22 C S 6 11'-9' 9-1" 11"1" 104" 23 21 B 264" 29 29 D 374r 31 31 D 6-1" 22 20 A 163' 25 25 C 17-10" 24 22 C 6 T 9S T-9" 94" 10-7 22 22 C 2T -T 31 29 D 34'-7- 34 33 E 29-4" 30 30 D 317-4" 32 32 E T1" 21 20 A 15-1" 25 25 C 11'-10' 23 23 C T 6 63" 6-10' 8'4" 9-9" 23 23 C 27-1" 31 30 D 374" 34 34 E 24'3' 31 31 D 29-0' 33 33 E 6-11" 21 20 B 14'-1" 28 26 C 11'-0' 23 23 C 6 9 T1" 6-1" T4" 94" 24 24 C 20-10' 30 30 D 304" 35 35 E 23W 32 32 E 2T-11" 33 33 E 6-i 22 20 B 173" 28 26 C 194' 24 24 C 9 10 6-T 5'S 6-9" 9-0" 24 24 C 19-9" 31 31 D 26'-11" 35 35 E 274' 32 32 E 29-11" 34 34 E 640" 22 21 B 17-7' 27 27 C 914r 24 24 C 10' 11' 6-0" 4'-11' 6-7 6-9" 24 24 C 18"-10" 31 31 D 2T-7' 38 36 E 21'-9" 34 34 E 26-1" 35 35 E 11' 17 S$ 4'S S -W 8'4" 25 25 C 18'-0" 32 32 E 26S" 38 38 E 21'-7 35 35 E 264" 38 38 E 12' 13 6-1" 6.2" 1T1" 33 33 E 25'-4" 37 37 E 20-7' 34 34 E 24'4" 38 36 E 13' 14' for 4'-10" 164" 33 33 E 24'S 37 37 E 20-1' 35 35 E 23'-10' 37 37 E 14' 15' 4'4" 16-1" 34 34 E 23'-T' 38 38 E 19-' 36 38 E 23'-1" 38 38 E 15' 16 15-7' 34 34 E 27-10' 38 38 E 19-7 36 38 E 271" 38 38 E 16 1 T 15-1" 34 34 E 27-7 39 39 E 18'-7" 38 36 E 21'-8" 38 38 E 1 T 16 14'4" 34 34 E 21'-8" 39 39 E 18'-1' 37 37 E 21'-0" 39 39 E 18' 19 14'-4" 35 35 E 20-11" 39 39 E 1T -T 37 37 E 204" 39 39 E 19' 20 13"-11" 35 35 E 20S 40 40 E 20 21' 13'-T 35 35 E 19-11"1 40 40 E 1 21' 90 MPH WINDSPEED 10 OR LESS 90 MPH WINDSPEED 10 OR LESS 10 4' 16-T IT4r IT 20 A 4! 5' 133' 10'11" 13-T' 1T-4' 25 21 B 26.4' 31 29 C 34'4' 32 30 D S 6 11'-0' 9-1" 11"1" 10'3" 24 22 8 294r 30 30 D 374" 32 32 D 6 T 9S T-9" 94" 10-7 24 23 C 22'-7 30 30 D 37-8" 34 34 E 25'1" 31 31 D 30'-4' 33 33 E T 6 63" 6-10" 64" 9-W 24 24 C 20-9" 30 30 D 30'S 35 35 E 24'3' 32 32 D 29-0" 34 34 E 8 9 T1" 6-1" T4" 91" 25 25 C 19-7" 31 31 D 263" 35 35 E 234' 33 33 E 2T-11" 35 35 E 9 10 6-7" 5'S" 6-9" 94" 25 25 C 18'4" 32 32 D 2T-7 38 36 E 274r 34 34 E 26S 38 38 E 10 11' 6-0" 4'-11" 6-7 8'-9" 25 25 C 1T-8" 32 32 D 25-11" 37 37 E 21'4' 34 34 E 26-7 37 37 E 11' 17 S$ 4'4" 6-61 64" 28 26 C 16-11" 33 33 D 24'-10" 37 37 E 2049" 35 35 E 24'-7 37 37 E 17 13' S-1" 6-7' 163' 33 33 E 2T-10' 38 38 E 19-11" 35 35 E 23'-7 38 38 E 13' 14' 4'9" R-10" 164" 34 34 E 27-11" 38 38 E 19-7 36 38 E 271" 38 38 E 14' 16 4'-8" 15'-7 34 34 E 27-7 39 39 E 18'4" 38 36 E 21'-T 38 38 E 16 16 14'-8" 34 34 E 21'4" 39 39 E 1T-11" 37 37 E 20-11" 39 39 E 16 1T 14'3' 35 35 E 20-10' 39 39 E 1T-3 37 37 E 203" 39 39 E 1T 18' 13-10" 35 35 E 20-3" 40 40 E 16-11" 37 37 E IIY-r 39 39 E 18" 19 13'S" 36 36 E 194" 40 40 E 164" 38 38 E 19-7 40 40 E 19 20 13-1' 38 38 E 19-z' 41 41 E 20 21' 17-9" 37 37 E 18'-9" 41 41 E 21' 90 MPH WINDSPEED 17 OR LESS 90 MPH WINDSPEED 17 OR LESS 10 4' 16-7" IT I 1T 173" 27 23 A 17-1" 27 23 A 18'4" 30 26 C 15-1" 28 21 B 4' 5' 13'3" 1011" 1T -T' 11'1' 28 24 B 2TS' 32 32 C 37.0" 33 33 D 9-1" 25 22 A 16-7" 29 27 C 174" 27 22 B S 6 11'-0" 9-1" 11'1" 103' 28 25 B 25'-1' 33 33 D 29'3' 35 35 D 8'-1" 25 23 A 15-1" 28 28 C 174" 27 22 C 6 T 9S T-9" 94" 10-7 28 26 C 19-1" 32 32 D 28'-0" 38 36 E 2T3" 34 34 D 2T-1' 38 36 D T1" 23 23 A 14'-0' 28 28 C 11'S 26 23 C T 8' 63" 6-10' 64r $-9" 28 26 C 1T-10" 32 32 D 26-7 37 37 E 21'4" 34 34 D 264" 36 36 D 6-11" 23 23 B 13'-1" 29 29 C 10.8' 26 23 C 6 9 T1" 6-1" T4" 91" 27 27 C 16-10" 33 33 D 244" 37 37 E 204" 35 35 D 2T-10" 37 37 E 6-7' 25 24 B 171" 30 30 C 10-1' 26 24 C 9 10 6-7" SS' 6-9" 9-0" 27 27 C 16-11" 33 33 D 2T -S' 38 38 E 19S" 36 38 D 27.8" 38 38 E 9-7' 25 24 C 10 11' 6-0" 4'-11" 6-7 6-9' 28 28 C 15.3" 34 34 D 274" 39 39 E 16.8' 38 36 D 21'-7" 38 38 E 11' 17 94" 4'4" 5'4" 64' 29 29 C 14'-T 35 35 D 21'1" 39 39 E 1T -W 37 37 E 203" 39 39 E 17 IT 6-1" 5'-7 14'-0' 35 35 D 204" 40 40 E 1T-0" 37 37 E 19-10' 39 39 E 13' 14' 4'-9' 4"-10' 1T4" 38 38 D 19-9" 40 40 E 16S' 38 38 E 19-1" 40 40 E 14' 16 4'4" 1T4' 36 38 D 19-1" 41 41 E 16-10' 38 38 E 18'4' 41 41 E 1S 16 17-T 38 38 E 164" 42 42 E 161' 39 39 E 1T-11" 41 41 E 16 17' 173" 37 37 E 1T-11" 42 42 E 14'-11' 39 39 E 1T4" 42 42 E 1T 18" 11"-11" 37 37 E 16-11' 42 42 E 14'4' 40 40 E 16-10" 42 42 E 16 19 11'-7" 38 38 E 164" 43 43 E 14'-1" 41 41 E 16S" 43 43 E tg 20 1113" 37 37 E 16-7 43 43 E 20 21' 11'-0" 38 38 E 160 1 43 43 1 E 21' 20 4' 64" T-7 8'-11 -9' 25 21 C 64" 23 18 A 14'-3" 28 24 C 11'-7 28 19 C 4' 5' 6-11' 5'4" T-1" 9-0" 25 22 C 274" 31 30 E 26-11' 32 31 E 51-V 22 16 8 17-9" 27 25 C 104' 25 19 C S 6 649' 4'-9' S-11" 64' 25 23 C 20-11" 31 31 E 261' 33 33 E SS 22 17 B 11'4' 28 25 C 9-1" 25 21 C 6 T 4'-11" 5'-1" 6-1" 25 24 C 19-1" 32 32 E 264" 38 38 E 191' 32 32 E 2T4" 34 34 E S-1" 23 18 8 9-11" 25 25 C 64" 25 21 C T 8' 74" 24 24 C 1T-10' 32 32 E 26-7 37 37 E 16-1" 33 33 E 21'41" 35 35 E 4'S 23 18 8 64" 25 25 C T-10" 23 21 C 6 .7 TS 25 25 C 16-10" 33 33 E 24'-8" 37 37 E 1T-1" 34 34 E 204' 36 38 E 9 10 T-7 25 28 C 16-11" 33 33 E 23'S 38 38 E 16,7 35 35 E 194' 37 37 E 1C 11' 6-11' 28 28 C 15'3' 34 34 E 27-4' 39 39 E 15'S" 38 38 E 16-9' 38 38 E 11' 17 6-B' 27 27 C 1B-7' 35 35 E 21'4" 39 39 E 14'4' 36 38 E 1T-11' 39 311 E 17 1T 14'4" 35 35 E 204' 40 40 E 14"-7 37 37 E 1T3' 39 39 E 13 14' 134' 38 36 E 19-9" 40 40 E 174r 37 37 E 16-7' 40 40 E 14' 15, 13-0' 36 38 E 19-1" 41 41 E 1T-7 38 38 E 16-0" 41 41 E 16 16 I I I 17-T 38 38 E 164' 42 42 F 17-9' 39 39 E 15S 42 42 E 16 5'-9" T- C 22 1 8 17-9` 23 4 S S -T" 4'-T' 649" 61" 25 22 C 20-7' 30 29 E 25!-0' 32 31 E 6-7 22 16 8 11'S' 26 24 C S 6 4'8" 4'-9" T-10" 23 22 C 16-0" 30 30 E 27-9" 32 32 E 9-1" 22 18 C 91" 25 24 C 6 T T4" 23 23 C 19-1" 32 32 E 264" 35 35 E 1T1" 31 31 E 21'-1' 33 33 E T 6 T-7 24 24 C 1T-10" 32 32 E 26-T 38 38 E 16S" 32 32 E 19-9' 34 34 E 8 9 6-10' 25 24 C 16-10^ 33 33 E 24'-T" 37 37 E 1S1' 33 33 E 16-7" 35 35 E 9 10 64" 25 25 D 16-11' 33 33 E 77S 38 38 F 14'4' 34 34 E 1T4' 38 38 E 10 11' 6S 28 28 D 15'3' 34 34 E 72'-4' 39 39 F 1T-10' 34 34 E 16-10' 37 37 E 11" 17 63' 27 27 D 14'-7' 35 35 E 21'1' 39 39 F 13'3' 36 35 E 16-1' 38 38 E 17 1T 11'4" 35 35 E 2174" 40 40 F 17-V 38 36 E 15'4" 39 W E 1T 11' 1T4" 38 38 E 19-9' 40 40 F 173' 37 37 E 14'-11" 39 39 E 11' 16 1 1 17-0' 38 38 E 19-1" 41 41 F 11'-10" 37 37 E 14'S 40 40 E 1S EQUIVALENT FOOTERS COO& STRAINED NONCOK STRAINED 16 18 19 20 20 22 21 23 22 24 23 26. 24 77 25 2' 28 31 27 33 28 35 20 38 30 >a 31 30 32 40 33 41 34 43 35 44 38 46 37 47 38 48 TABLE 2.2 THIS TABLE MAY BE USED WITH COMMERC AL, PATI) OR LATTICE STRUCTURES 1 E : _60701 Z I I �'F ,SAL►�i% AW1UMLmW%FnBkD1=mRC1140 ALL PRRIVE ELKHART,IN 46514 MBO ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING, TOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED PATIO STRUCTURES SHEET 2 OF 8 DATE: 2111/2000 ZO FREESTANDING AND ATTACHED PATIO STRUCTURES LIVE TRIB MAX COLUMN SPACING r SQUARE STEEL HEADER r ROLLFORhED C BEAM 1D' ROLiFORRED C BEAM _ C I BEAM r , BEAM a 1? ROLLFO(WED HEADER ALASKAN EXTRUDED HEADER 5 lir EXTRUDED HEADER TRIS LOADWIDTH FOR ATTACHED PATIO MIX CONE. FOOTER SUE WAX CONS. FOOTER SIZE MAX CONS. FOOTER SM MMX CONS. FOOTER SIZE MAX. FOOTER SIZE MMX CONS. FOOTER SIZE MAX, CONS. FOOTER SIZE 1N1X. CONS. FOOTER SIZEVMOM ON BLAB N COLUMFREE ATTACHED COLUMN FREE ATTAL7® COL —STRUCTURES COUMN SCIEOUAE FOR ATTACHED PATIO USNO COLUMN MAX COL A' Uw H ALL OTHERS SPACING FTR v FTA t2' .MIL COL AC06 FTR FTR o IOL. tlOLJMN SPALlNO FREE FTR v ATTACHED FUR '12' Mill COLUMN SPACING FREE FTR ATTACHED FTR AOL COLUMN SPACING FREE ATTACHED F COLD IN SPACING FREE ATTACHED 4' SQUIRE STEEL COLLMN COLUMN SPACING FREE ATTACHED 12A' COLUMN SPACING FREE ATTACHED COL. WA FM FTR MON. FTR FUR MOL FTR FTR All FIR FTR Lill 70 8 90 wn ONSLA8 10 4'-0` 17-1 TYPE 23 A 14'-1" TYPE 24 B 13.3" COL 23 1F v COL 10-9' v v COL 17-7' 12' 1f COL. 11'-10' V v COL. 7 v t2' COL 24 R -W 1 117d 30 4 5-10 4'-10• g e-0" 25 20 C 9-1" 25 25 B 10-r 28 26 TYPE 10-0" 25 25 TYPE 18 V -T 8'-r TYPE 25 B 9-11" TYPE 28 C 9.4" TYPE 28 C 10 TYPE 2'3• 25 5 4'4" 94" 4-10' T-10' 29 21 C 28 C 13 10-0" 94" 25 25 B V-10" 27 27 C 8'4' 27 27 C 5'-7• 22 15 C 11'4" 28 22 C 9-7' 25 18 C 4' C 8 5'-0" 9-10• 23 TS 23 22 C 22 C 9-8" 25 22 C 23 8'-0" 18'-10" 30 26 E 27-10 31 30 E 0-10' 22 15 C 9S 25 22 C 9-2" 25 19 C S C 7 23 23 C T4' 23 22 C 18'3' 31 31 E 23 C V-2' 23 17-2` 30 30 E 27-10' 32 32 E 4'4" 22 15 C T-10" 23 22 C TS 23 19 C a 15 8 25 24 C 8'-8' 23 23 C 1T4' 32 32 E 25-2' 34 34 E 19-11' 31 31 E 19.4' 32 32 E 64• 22 19 B 9-7 25 22 C 8'-1(r 23 20 C T 942' 9 22 19 B 6'4• 25 24 C T4" 23 21 C 24'-1" 36 36 E 14'-10" 32 32 E 18'-1• 34 34 E 22 C 20 W -T 21 22 38 18 SS 23 22 C 8 23 22 C 37 9-(r 19 20 20 D 18=10" 33 33 E 23•-1" 37 37 F 14'-0" 33 33 E 1T-0" 35 35 E 26 21 4'-7' 25 22 C 30 4'4'• 5'-9' 22 17 B B•4" 25 10 C T-10" 23 8'3' 25 25 D 18'3" 34 34 E 274" 38 38 F 13'4' 33 33 E 18'-7 35 35 E 6•-1' 23 21 1 C V-5" 23 21 C T-0` 9- 11 63• 23 8'-0" 28 25 D 194' 34 34 E 21'-r 38 38 F 1 174• 34 34 E 15'S 38 38 F 40 4'-T 4'4" 22 18 B V-11' 23 18 C 8•-10" 23 10 C 12 5'-0" 1 1 T-10" 28 25 D 15'3• 35 35 E 21'-0" 39 39 F 17-2' 35 35 E 14•-9" 37 37 F 4•-11' 72 19 C 6D I 4'-(2' I 4'4" 22 1 11' C 1 13 22 1 18 C 14'-10" 38 36 E 20S 40 40 F 11' 4" 36 38 E 14'-2" 38 38 F 177 14 14•-8" 37 37 F 19-9" 40 40 F 11'3' 36 36 E 13'4" 38 38 F 1 40 4 23 14' 5 T-7 23 21 C 442' 22 1 C 8• - g 17 c 8 9-7 23 21 C 18'-4' 29 27 E 19-10' 30 29 E 4'B" 22 15 C r-11 23 20 C T-2" 23 18 C S 7 8'S 23 22 D 1B -T 30 30 E 27-10' 33 33 F 14'-11" 13'-10' 29 30 29 30 E E 18'-7' 18'-9' 31 31 E 8•S' 23 18 C a 8 V-1" 23 23 D 15-10" 31 31 E 21'-10'• 34 34 F 17-11" 31 31 E 15.8" 32 33 32 33 E E r 9 V-10' 25 23 D 1S3' 32 32 E 21'-0" 35 35 F 17-2' 31 31 E 14'-10' 33 33 F 9 10 S4` 25 24 E 14'4" 33 33 F 20.3" 37 37 F 11'-T 33 33 E 14'-0" 34 34 F 9 11 S$ 28 25 E 14'3• 34 34 F 194" 37 37 F 1110 33 33 F 13'S' 35 35 F 10 12 5'4' 26 25 E 13'-10' 34 34 F 19-1" 38 38 F 10'-T 34 34 F 17-10' 35 35 F 11' so 4 g 18 C 17 5 B3 D 4-0" 22 13 C B-0' T 23 8 C 4' 6 V-10' 22 20 D 13'S' 28 27 E 183" 30 ES$ 22 17 D S S -T 23 21 E 14'4" 31 31 E 19-11" 35 35 F 173" 1V-4* 29 30 29 30 E E 14'-10' 13'-9' 31 33 1.301 31 33 F87 S4' 23 22 E 13-10' 32 32 E 19-1" 38 38 F 1V -T 32 32. F 17-10• 34 34 F F TI T 9 9-1' 25 23 E 13'4` 34 34 E 18'4" 39 39 F 10-0` 33 33 F 17-2` 38 36 F 8 10 4'-11' 25 22 E 17-10" 34 34 E 1T4" 40 40 F 94` 34 34 F 11'S• 35 35 C 8 COL —STRUCTURES COUMN SCIEOUAE FOR ATTACHED PATIO ANX OOL HGHr A 0.024'x 3' SOIMRE ALLOW COLUMN E B O.Wrx I lr2'S0UAREALUM 8•d 0 SCROLL COLMN H B 0.02r x r BOWRE ALUM COLUMN WA C 3• CLOVERLEAF ALUM. 0.04T17 -4r D FLUTED COLUMN ALUM. 0.087 174r E r CLOVERLEAF STEEL 0.018' 12-0' F 3• SQUARE STEEL COLUMN 174T O 4' SQUIRE STEEL COLLMN 124r H 5' SQUARE STEEL COLUMN 12A' J r SQUARE STEEL COLUMN 174r COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR AULTISPAN STRUCRIRES COLUMN NOTES E V -T MAX COLUANHEXWT F I I' MAX. COLUMN LENGTH 0 17 MMX COLUMN LENGTH H 17 MAX COLUMN LENGTH ALL COLMNS MAY BE REPLACED WITH A STRONGER COLUMN 'A' MAY BE REPLACED W/ BJ 9' MAY BE REPLACED W/ CJ, ETC. LINEAR INTERPOLATION FOR ALL CALCULATIONS IS ALLOWED SCHEDULE 0 OF MAX COLUMN SPACING FOOTING SIZE AND COLUMN TYPE FOR PATIO APPLICATIONS LIVETRIB LOAD WIDTH (FT) 5 0.034'x3•x Nr HEADISL O.OLYx3•x@'3i8ADPR DOUBLE 0.032' x r x O HEADER MAX CONS. FOOTER SIZE MAX I COLS. FOOTER SIZE MAX CONS. FOOTER SIZE WA WA COUMN FREE ATTACHED COL FREE ATTACHED COLUMN FREE ATTACHED FTR FTR MOL SP FTR FiR Ad. FTR FTR MN. WA WA SPACING SPACING 4 5 5 v v COI v ti COL. WA v v COL 5 (FT) 6 6 TYPE (N) (N) TYPE WA (IN) (Ip TYPE 70 8 90 MPH WI DSPEED LESS THAN 17 10 4'-0` 17-1 27 23 A 14'-1" 28 24 B 13.3" 27 23 B WA 6-0` 10-9' 26 23 B 17-7' 27 25 B 11'-10' 28 24 B 7 6-T 9-10" 25 24 B Il -r 26 25 C 10.9' 28 25 B 10 T-• 9-1" 25 25 B 10-r 28 26 C 10-0" 25 25 C 18 V -T 8'-r 25 25 B 9-11" 26 28 C 9.4" 26 28 C 10 9.O' 2'3• 25 25 B 94" 27 27 C 8'-10• 28 28 C 13 10-0" 94" 25 25 B V-10" 27 27 C 8'4' 27 27 C 20 4'-0" 84` 25 20 B 10-2' 26 21 C 9-7- 25 21 C 13 5'-0" 9-10• 23 20 B 9-1" 25 22 C 9-8" 25 22 C 23 8'-0" 5'4" 22 20 B 8'3" 25 23 C T-9 23 22 C 14 7'4' R-10' 23 20 8 74` 23 23 C T3` 23 23 C 18 9-T 4'3' 23 21 8 63' 23 23 C V-2' 23 23 C 14 9-0' 15 18 18 17 944 25 23 C 94' 25 24 C 17 10-0" I 18 1 15 SS' 25 24 C S-9` 25 24 C 25 4'4" 6-11' 23 18 B 9-2" 25 21 C V -r 25 20 C 17 S-17 64• 22 19 B 9-7 25 22 C T4` 23 21 C 20 942' 4•-T 22 19 B T3" 23 22 C T4" 23 21 C 18 T-0` 19 19 20 20 8'3' 23 22 C 8'4` 23 22 C 20 W -T 21 22 38 18 SS 23 22 C 64" 23 22 C 37 9-(r 19 20 20 21 4'-10` 25 22 C 5'-7 25 23 C 21 1a-0` 22 22 23 23 39 20 26 21 4'-7' 25 22 C 30 4'4'• 5'-9' 22 17 B B•4" 25 20 C T-10" 23 19 C 21 5'-(r 4'-T 22 18 B 7-4•• 23 21 C T4" 23 20 C 24 1 &-,), 25 1 25 6•-1' 23 21 1 C V-5" 23 21 C T-0` 63• 23 21 C S -r 23 21 C 6-cr 4•-r 23 21 C R-10' 23 21 C 40 4'-T 4'4" 22 18 B V-11' 23 18 C 8•-10" 23 18 C 1 5'-0" 1 1 S4` 22 19 C 5-10" 22 19 C 6-0` 4'-r 22 19 C 4•-11' 72 19 C 6D I 4'-(2' I 4'4" 22 1 16 C 1 4'-11` 11 22 1 18 C GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATI) STRUCTURE 2 CHOOSE PROJECTION, WIDTH, OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 2.6 AND DRAWINGS ON 978002 OF "STRUCTURAL CONFIGURATIONS". 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2-5 THAT HAS ADEQUATE COLUMN SPACING. 6 USE THE FOOTER SIZE SHOWN. 7 FOR SINGLE SPAN ATTACHED PATI), USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE O/C SPACING OF WALL CONNECTIONS ON TABLE 6.5. 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CO04 DETAIL'AE'. 10 FIND THE APPROPRIATE DETAILS ON 07C001 TO 97CDOS. FOR CONCRETE PATI) SLABS FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMNA- (&-(r OR 1(Y4-) 6 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 2.1 7 CHOOSE A HEADER (TABLE Z1 OR 25) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THATTRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE'S' OR STRONGER (UNLESS USING COLUMN "A-) 9 FOLLOW STEP 8, 9 AND 10 ABOVE I TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES FOR GIVEN PROJECTION AND 0VFRHANr fRnl lAlncn I Urn PROD. (FT) 6 0 1 2 OVERHANG 3 4 (FT) 5 6 7 8 3 4 4 5 WA WA WA WA WA 7 4 4 5 5 WA WA WA WA WA 8 4 5 5 8 8 WA WA WA WA 9 5 5 6 6 7 WA WA WA WA 10 5 6 6 7 7 8 WA WA WA 11 6 a7 7 8 8 WA WA WA 12 8 7 7 8 8 9 9 WA WA 13 7 7 8 8 9 9 10 WA WA 14 7 8 8 9 9 10 10 11 WA 15 88 9 9 10 10 11 11 WA 18 8 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 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 18 24 12 13 13 14 14 15 15 18 18 25 13 13 14 14 15 15 18 18 17 28 13 14 14 15 15 16 18 17 17 27 14 14 15 15 18 18 17 17 18 28 14 15 15 18 18 17 17 18 18 29 15 15 16 18 17 17 18 18 19 30 15 18 18 17 17 18 18 19 19 31 16 16 17 17 18 18 19 19 20 32 18 17 17 18 18 19 19 20 20 33 17 17 18 18 19 19 20 20 21 34 17 18 18 19 19 20 20 21 21 35 18 18 19 19 20 20 21 21 22 38 18 19 19 20 20 21 21 22 22 37 19 19 20 20 21 21 22 22 23 38 19 20 20 21 21 22 22 23 23 39 20 26 21 21 22 22 23 23 24 40 20 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 42 1 21 22 222 23 23 1 24 1 24 1 25 1 25 THIS TABLE MAY BE USED FOR COMMERCIAL. PATI) OR LATTICE STRUCTURES QROFff�,�N/j !� Nr N 2 70 0 3 ?#a J,. �• -3 •-o-I, GF CALIE�R M c.aR•:I• E;. IT' uc'; it q ALL PRO DRIV ELKHLKHARTIN46514 ICBG ES EVALUATION REPORT ER -2621P HEADER SPANS. COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED PATIO STRUCTURES SHEET 3 Or 8 DATE: 2/8/20001 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES LIVE LOAD TRIG WIDTH i' 1 BEAM I 9' 1 BEAM I 10, 1 BEAM LIVE LOAD TRIG WIDTH 3' CLOVERLEAI BTEEL MEAOCR B' OTLEL O BEAM 1 O' BTEtL O BEAM TRIB WIOTH MAX COLUMN CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX COLUMN SPACING DONS. FOOTER S� MAX COLUMN SPACING CONS. FOOTER S� MAX CONS. POORER SIZE MAX COLUMN CONS. FOOTER SIZE FREESTANDING ATT COLUMN FREESTANDING ATT FREESTANDING ATT FREESTANDING ATT COLUMN FREESTANDING ATT FREESTANDING�AlSPACING 30 FOOTER 1T I FTR "d I SPACING FOOTER'(? 1 FTR "d I FOOTERd" I FTR -d FOOTER'(d I FTR �? SPACING FOOTER 'd IN FTRSPAGNCOLUMN I 26-11" 27 HEIGHTS 8T 1T 19 /8 COLUMN HEIGHTS 8T 11' 1S 18 COLUMN HEIGHTS 8T 11' 15 18 COLUMN HEIC,IiTS 8T 11' IT 18' COLUMN HEIGITTS 8'T 11' 19 18 8T 11 1S I ID MPH FXPCI411RF R 7n MPH FYPCISIIRF R 20 4' 24'-3" 26 28 30 31 24 29-0" 27 29 31 33 26 40'-11" 29 31 34 36 29 20 4' 9-" 20 22 24 25 18 263" 26 28 30 31 25 34'-" 28 30 33 34 27 4' 38 6 273" 26 27 29 31 26 26-11" 27 28 31 32 27 3T-11" 30 31 33 35 30 33 S 6-11" 20 22 24 25 19 23'3" 26 27 29 31 26 32'-3" 29 30 32 34 29 S 19-10" 6 20'-11" 28 28 29 30 28 264" 28 28 30 31 28 36.9" 32 32 33 34 32 35 9 6-2" 20 22 24 25 20 27-0" 27 27 29 30 27 37-4" 30 30 32 33 30 9 32 T 19-4" 27 27 28 29 27 23'-0" 29 29 29 31 29 33'3" 33 33 33 34 33 31 T 7* -6" 20 21 22 23 20 20'-11" 28 28 29 30 28 28'-10" 31 31 31 33 31 T 10'-9" 6 19-1" 28 28 28 29 28 21'-11" 30 30 30 30 30 31'-1" 34 34 34 34 34 34 9 T-0" 21 21 22 23 21 20'-0" 29 29 29 29 29 2T-6" 32 32 32 32 32 9 33 9' 1T-1" 28 28 28 29 28 2(7-8" 30 30 30 30 30 29-4" 34 34 34 34 34 29 9 6-0" 21 22 24 25 21 19-2" 30 30 30 30 30 26-6" 33 33 33 33 33 9 6-1" 10' 16-2" 29 29 29 29 29 19'-8" 31 31 31 31 31 2T-9" 35 35 35 35 35 25 10' 64" 22 22 24 25 22 18'-2" 30 30 30 30 30 26-7" 34 34 34 34 34 10' 117-6" 11' 16-5" 30 30 30 30 30 16-V 31 31 31 31 31 29-2" 35 35 35 35 35 14' 11' 9-0" 21 23 25 26 21 1 T-4" 31 31 31 31 31 24'-9" 34 34 34 34 34 11' 36 17 14'-9" 30 30 30 30 30 1T-11" 32 32 32 32 32 25'-1" 36 36 36 36 36 28 12' 63" 21 23 25 26 21 16-7" 31 31 31 31 31 24'-1" 36 36 36 36 36 17 25 13' 14'-2" 31 31 31 31 31 1T-3" 33 33 33 33 33 24'-1" 36 36 36 36 36 20 13' 6-6" 22 24 26 27 22 16-11" 31 31 31 31 31 23'-4" 36 36 36 36 36 13' 14' 13'-8" 31 31 31 31 31 19-7" 33 33 33 33 33 23'-2" 37 37 37 37 37 14' 6-4" 22 24 26 27 22 15'-4" 32 32 32 32 32 22'-0" 36 36 36 36 36 14' 16 13'-2" 31 31 31 31 31 16'-0" 34 34 34 34 34 27-5" 371371371371 43 43 37 37 16 6-2" 23 25 27 28 23 14'-10" 32 32 32 32 32 21'-9" 37 37 37 37 37 16 16 1 Z -T 131131 31 311311 31 31 15'-0134134134134134 34 34134134 34 21'-8" 37 37 371371 37 1 16 637 -Cr124125127128124 26128 30 32 24 14'-4"133133133133133 311311311321 31 21'4" 137137 37 37 371 16 /I] MPH FXPUSIIRF C: 7n MPH FXPC]SURF C: 20 4' 24'-3" 30 32 34 36 24 29-0" 31 33 36 37 26 39-6' 33 36 38 40 29 20 4' 9-9" 23 25 27 28 18 23'-3" 29 31 34 35 24 34'-1" 32 35 37 39 27 4' 38 S 27-6" 29 31 34 35 26 29-11" 30 32 35 37 27 36-4" 32 35 37 39 30 33 6 8'-11" 23 25 27 28 19 20'-10" 29 31 33 35 25 30'-6" 32 34 36 38 28 6 19-10" 9 20'-11" 29 31 33 35 27 25'-4" 30 32 34 36 28 32'-3" 32 34 37 39 31 35 9 6-2" 23 25 27 28 20 19-0" 28 30 32 34 26 2T-10" 30 32 35 37 29 9 32 T 19-4" 28 30 32 34 27 233" 29 31 34 35 29 29-10" 31 33 36 37 31 31 T T-6" 22 24 26 27 20 1T-7" 27 29 31 33 26 26-9" 30 32 34 36 30 T 10'-9" 8' 16-1" 28 30 32 34 28 21'-11" 30 31 33 35 30 2T-11" 32 32 35 37 32 34 8' T-0" 22 24 26 27 21 19-5" 27 29 31 33 27 24'-1" 31 32 34 36 31 6 33 9' 1T-1" 29 29 31 33 29 20'-8" 30 31 33 35 30 264" 33 33 35 37 33 29 9 9-8" 23 25 27 28 21 15'-0" 28 28 30 32 28 22'-9" 31 31 34 35 31 9 6-1" 10' 19-2" 29 29 31 33 29 19-8" 31 31 32 34 31 26-0" 33 33 34 36 33 25 10' 94" 23 25 27 28 22 14'-9" 28 28 30 32 28 21'-T' 32 32 33 35 32 1 d 117-6" 11' 16-6' 30 30 30 32 30 18'-9" 31 31 32 34 31 2W-6' 34 34 34 36 34 14' 11' 6-0" 25 26 28 30 21 14'-0" 28 28 29 31 28 20'-7" 32 32 33 35 32 11' 36 17 14'-9" 30 30 30 32 30 1T-11" 32 32 32 33 32 2T-6' 35 35 35 35 35 28 12' 6-9" 25 26 28 30 21 13'-5" 29 29 29 31 29 19'-8" 33 33 33 34 33 17 25 13 14'-2" 31 31 31 32 31 1T-3" 33 33 33 33 33 22'-6" 35 35 35 35 35 20 13' 6-6" 26 27 29 31 22 17-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13' 14' 13'-8" 31 31 31 31 31 19-T' 33 33 33 33 33 21'-9" 36 36 36 36 36 14' 64" 26 27 29 31 22 12'-5" 30 30 30 31 30 18'3" 34 34 34 34 34 14' 16 13'-2" 31 31 31 31 31 16.0" 34 34 34 34 34 21'-0" 37137137 43 43 37 37 16 6-2" 26 281301321 30 32 23 12'-0" 31 31 31 32 31 1 T-7" 34 34 34 34 34 16 16 17-9" 31 31 31 31 31 16-6" 34 34134134 34 1 20 -4" 371371371371 37 1 1 16 1 6-0" 26128 30 32 24 1 11'-7" 311311311321 31 1 T-0" 1351351351351 41 41 351 19 Oft MPH FYPnRI IRF R Qn MPH FXPCICI IRF R 20 4' 24'-3" 30 32 34 36 28 27-0" 31 33 35 37 30 40-1" 34 36 39 40 34 20 4' 9'-9" 23 25 27 28 21 23'-7" 29 31 33 35 28 34'-T 32 34 37 39 32 4' 38 6 22'-0" 30 32 34 36 30 26-11" 31 32 35 36 31 36-10" 35 35 37 39 35 33 S 6-11" 23 25 27 28 22 21'-1" 29 30 33 34 29 30'-11" 33 33 36 38 33 6 19-10" 9 20'-11" 31 31 33 34 31 26-4" 33 33 34 36 33 32'-8" 36 36 37 38 36 35 9 8'-2" 23 25 27 28 23 19-3" 30 30 32 33 30 28'-3" 34 34 35 37 34 9 32 T 19-4" 32 32 32 33 32 23'-6" 34 34 34 35 34 30'-3" 37 37 37 38 37 31 T T-6" 23 23 25 27 23 1 T-10" 31 31 31 33 31 26-2" 35 35 35 36 35 T 10'-9" 6 16-1" 33 33 33 33 33 21'-11" 34 34 34 34 34 26-4" 38 38 38 38 38 34 8' T-0" 24 24 25 27 24 19-8" 32 32 32 33 32 24'-5" 36 36 36 36 36 9 33 9 1T-1" 33 33 33 33 33 20'-8" 35 35 35 35 35 26-8" 39 39 39 39 39 29 9 6-8" 24 25 27 28 24 15'-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 9 6-1" 10' 19-2" 34 34 34 34 34 193" 36 36 36 36 36 26-4" 39 39 39 39 39 25 10' 9-4" 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' 117-6" 11' 16-5" 34 34 34 34 34 18'-9" 36 36 36 36 36 24'-10" 40 40 40 40 40 14' 11' 9-0" 25 26 28 29 25 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 36 17 14'-9" 35 35 35 35 35 1T-11" 37 37 37 37 37 23'-10" 41 41 41 41 41 28 12' 6-9" 25 26 28 29 25 13'-7' 34 34 34 34 34 20'-0" 38 38 38 38 38 12' 25 13' 14'-2" 36 36 36 36 36 1T3" 38 38 38 38 38 22'-10" 41 41 41 41 41 20 13' 63" 26 27 29 31 26 13'-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 14' 13'-8" 36 36 36 36 36 19-7" 38 38 38 38 38 22'-0" 42 42 42 42 42 14' 64" 27 27 29 31 27 17-7" 35 35 35 35 35 18'-6" 40 40 40 40 40 14' 1 16 13'-2" 37 37 37 37 37 16-0" 39 39 39 39 39 21'3" 43 43 43 43 43 16 6-2" 27 28 30 32 27 12'-2" 36 36 36 36 36 1 T-10" 40 40 40 40 40 16 19 1 17-9" 1361361361361 36 1 15'-6 1391 39 1391391 39 1 20'-T' 1431431431431 4311 1 19 1 6-0" 1281281301321 28 1 11'-9" 1351351351351 35 1 1r-3" 141141 41 41 41 16 4' 22'-6" 33 35 38 40 28 24'-11" 34 36 39 41 29 6 20'-1" 33 35 37 39 30 22'4" 33 35 38 40 31 6 19-4" 32 34 37 38 30 20'-4" 33 35 37 39 32 T 1T-0" 31 33 36 37 31 19-10" 32 34 37 38 32 8' 16-11" 32 32 35 36 32 1T-8" 33 33 36 37 33 9 16-(r 32 32 35 36 32 16-7" 34 34 36 37 34 10' 14'-2" 33 33 35 36 33 163" 34 34 35 36 34 11' 13'-6" 34 34 34 35 34 16-0" 35 35 35 36 35 12' 17-(r 34 34 34 35 34 14'-5" 36 36 36 36 36 13' 17-5" 35 35 35 35 35 13'-10" 36 36 36 36 36 -0 14' 17" 35 35 35 35 35 13'-4" 37 37 37 37 37 16 11'-7" 36 36 36 36 36 12'-10" 37 37 37 37 37 16 11'-3" 36 36 36 36 36 12'-5" 137 37 37 37 37 4' 27-0" 29 31 34 35 28 S 20'-7" 29 31 33 35 29 9 19-9" 30 30 32 34 30 T 17*4" 31 31 31 33 31 9 19-3" 32 32 32 33 32 9 16-4" 32 32 32 32 32 10' 14'-0" 33 33 33 33 33 11' 13'-10" 33 33 33 33 33 17 173" 34 34 34 34 34 13' 174" 34 34 34 34 34 14' 173" 35 35 35 35 35 16 11'-10" 35 35 35 35 35 264" 31 32 34 36 273" 32 32 34 35 21'-1" 33 33 33 35 173" 33 33 33 34 18'-7" 34 34 34 34 1 T4 35 35 35 35 16-10" 35 35 35 35 16-1" 35 35 35 35 16.6" 36 36 36 36 14'-11" 37 37 37 37 14'-5" 38 38 38 38 30'-T' 36 38 41 43 2T-4" 35 37 40 42 24'-11" 34 36 39 41 23-1" 35 35 38 40 21'-T' 35 35 37 39 20'-4" 36 36 37 39 194' 37 37 37 38 16-10" 37 37 37 38 18'-1" 38 38 38 38 1T-4" 39 39 39 39 16.8" 39 39 39 39 16-2" 40140140140 35 36 28 90 MPH t:APUSUKt L: 31 20 4' 9-9" 27 28 31 32 21 1T-11" 31 33 36 37 26 29-3" 35 37 40 42 30 4' 33 37 6 94" 27 28 31 32 22 16'-0" 30 32 35 36 27 23'-6" 33 35 38 40 31 S 33 33 6 8'-0" 25 27 29 30 23 14'-7" 30 32 35 36 28 21'-5" 33 35 37 39 32 9 35 25 T T-5" 25 27 29 30 24 13-6" 29 31 33 35 29 19-10" 33 34 37 38 33 T 35 37 8' 9-11" 25 27 29 30 24 12'-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 36 33 9 6-7" 27 28 31 32 25 11'-11" 30 30 32 34 30 1T-6" 34 34 36 37 34 9 37 36 10' 9-2" 27 28 31 32 26 11'-4" 31 31 32 34 31 19-7" 35 35 36 37 35 10' 37 32 11' 6-11" 28 30 32 34 25 10'-9" 31 31 32 34 31 15'-10" 35 35 35 36 35 11' 38 25 12' 6-8" 28 30 32 34 25 117-4" 32 32 32 34 32 16-2" 36 36 36 36 36 12' 39 39 13' 6-5" 29 31 33 35 26 9-11" 32 32 32 32 32 14'-6" 37 37 37 37 37 13 39 38 14' 63" 29 31 33 35 27 9-7" 33 33 33 33 33 14'4" 37 37 37 37 37 14' 40 1 16 6-1" 30 321351361 38 38 27 9-3" 33 33 33 33 33 13'3" 37 37 37 37 37 16 40 25 19 4'-11" 30 32 35 36 28 8'-11" 33133 39 331331 39 33 13'-1" 38138 41 38 38 38 19 29 3T-11" 33 35 38 40 33 25 4' 9-0" 23 25 27 28 20 23'-5" 29 31 33 35 28 32'-3" 32 34 37 38 31 4' 31 363" 35 35 37 39 35 25 6 6-0" 22 23 25 27 21 21'-1" 28 30 33 34 29 29-11" 33 33 35 37 33 6 32 37-2" 36 36 37 39 36 17 9 T4" 22 23 25 27 22 19-3" 30 30 32 33 30 26-2" 34 34 35 37 34 9 33 29'-9" 37 37 37 37 37 27 T 9-0" 22 23 25 27 22 1 T-10" 31 31 31 33 31 29-2" 35 35 35 36 35 T 33 2T-10" 37 37 37 37 37 19 8' 64" 23 23 25 27 23 19-8" 32 32 32 33 32 24'-5" 36 36 36 36 36 8' 34 293" 38 38 38 38 38 25 9 9-0" 24 25 27 28 24 163" 32 32 32 32 32 23'-1" 37 37 37 37 37 9 35 24'-11" 39 39 39 39 39 21 10' 63" 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' 35 23'-0" 39 39 39 39 39 9 11' 63" 25 26 28 29 25 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 35 273" 40 40 40 40 40 28 17 5-2" 26 26 28 29 26 13'-7" 34 34 34 34 34 20'-0" 38 38 38 38 38 17 36 21'3" 41 41 41 41 41 19 13' 4'-11" 25 27 29 31 25 13'-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 37 20'-10" 41 41 41 41 41 117-6" 14' 4'3" 26 27 29 31 26 17-7" 35 35 35 35 35 1941 40 40 40 40 40 14' 38 20'-2" 42 42142 28 42 42 1 16 N-7" 26128,30132 9-9" 29 31 26 17-2" 3613s 1 38 1361 36 1T-10" 40 I 40 I 40 I 40 I 4ol 16 LIVE PRO- 5 1/2' EXTRUDED MEADER LOAD JEC- MAIL CONS. FOOTER SIZE FREESTANDING ATT TION COLUMN SPACING FOOTER -d- IN FM COLUMN HEIGHTS Nr P 8T IV 15' 18 IN 70 MPH EXPOSURE B 20 8' 11'-2" 21 23 25 26 19 9' 103" 21 23 25 26 -19 10' 10'-0" 20 22 24 25 19 11' 9'3" 21 23 25 26 20 17 9-1" 21 23 25 26 21 13' 9-9" 22 24 26 27 20 14' 9-5" 22 24 26 27 21 16 9-1" 23 25 27 28 21 19 T-10" 1 23 25 27 28 21 1T T-7-24 25 27 29 21 70 MPH EXPOSURE C 20 8' 11'-2" 25 26 28 30 19 9 10'-6" 25 26 28 30 19 10' 1(7-0" 23 25 27 28 19 11' 9'-6" 25 26 28 30 20 12' 9-1" 25 26 28 30 21 13' 8'-9" 26 27 29 31 20 14' 93" 26 27 29 31 21 16 9-1" 26 28 30 32 21 19 T-10" 26 28 30 32 21 1T I T-7" 1 271 291 31 331 21 90 MPH EXPOSURE B 20 8' 11'-2" 24 26 28 29 22 9 10'-6" 24 26 28 29 22 10' 1(7-0" 23 25 27 28 22 11' 9-6" 24 26 28 29 23 12' 9-1" 24 26 28 29 24 13' 9-9" 25 27 29 31 24 14' 6-5" 25 27 29 31 24 16 8'-1" 26 28 30 32 25 19 T-10" 26 28 30 32 24 1 T T-7" 27 29 31 33 25 90 MPH EXPOSURE C 20 9 11'-2" 28 30 32 34 23 9' 117-6" 28 30 32 34 23 1d 10'-0" 27 28 31 32 23 11' 9-6" 28 30 32 34 24 17 9-1" 28 30 32 34 24 13' 9-9" 29 31 33 35 24 14' 1 9-5" 1 291 31 33 1 351 5 70 MPH EXPOSURE B AND C 25 6 119 23 25 27 28 18 9 9-5" 23 25 27 28 19 10' 8'-11" 23 25 27 28 19 11' 8'-6" 25 26 28 30 19 12' 8'-2" 25 26 28 30 20 13' T-10" 26 27 29 31 20 14' T-0" 26 27 29 31 20 16 T-3" 26 28 30 32 20 19 1 T-0" 1 261 281 301 321 20 MAR 0.3 2000 TABLE 3.2 i'-�� ; • : ,; ALL FOOTERS LISTED ARE CONSTRAINEn. TO USE NONCONSTRAINED FOOTERS SEE TABLE ON SHEET 2 OF 8 Ameriml�.g L BURMC PRODUM, INC. 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 4 OF 8 DATE: 2 B 2000 ' S FOF C,iiL1�,i% 3.0 FREESTANEIING AND ATTACHED COMMFRrIAI sTRT1rT1IRFQ LIVE LOAD TRIG VMDTH i' 1 SEAM 7' 1 ■EAM 10' 1 SEAM LIVE LOAD P TRIG WIDTH ,' CLOVERLEAF STEEL HEADER 1 S' STEEL O SEAM 1 O' STEEL C SEAM TRIS WIDTH MAX COLUMN SPACING CONS. FooTER SIZE MAX CONS. FOOTER SME MAX COLUMN SPACING CONS. FoarER SM MAX COLUMN SPACING CONS. FOOTER SIZE MAX FOOTER SIZE MAX CONS. FOOTER SIZE FREESFANDING ATT COLUMN FREEST NG A FREESTANDING ATT FREESTANDING ATT COLUMN ESTANDING ATT COLUMN FREESTANDING ATT 'Itr I FTR COLUMN HEIGHTS Y 87 11' 19 IN SPACRIO FOOTER FTR COLUMN HEX3HTS B7 11' 15' 18' FOOTER � FTR COLUMN ftEM31fTS 1� B7 1P 18' IS FOOTER'd' I FIR COLUMN ME1G►iTS I 87 11' 1S 18' N SPACING3 I ViCONS. R!'g IN FTR MN NE7GFIT5 �?' 11' 15' IB' IN SPACING FOOTER'G' COLUMN HEK3I(TS "�P 87 11' 15- 18' I ai mrn CArvavnr_ %.. /U MPH EXPOSURE C 25 4' 22'-6" 33 35 38 40 28 24'-11" 34 36 39 41 29 30'-7" 36 38 41 43 31 25 4' 9-0" 23 25 27 28 17 23-3" 29 31 34 35 24 37-3" 32 34 37 39 27 4' 18'-10" S 20'-1" 33 35 37 39 29 274" 33 35 38 40 31 27*4" 35 37 40 42 33 6-0" S 6-0" 22 24 26 27 18 20'-10" 29 31 33 35 25 29-11' 31 33 36 37 28 S 1 T-2" 6 194" 32 34 37 38 30 20'4" 33 35 37 39 32 24'-11" 34 36 39 41 33 T-4" 6 T4" 22 24 26 27 19 19-0" 28 30 32 34 26 2T-10' 30 32 35 37 30 6 15-11" T Ir -0 31 33 36 37 31 18'-10" 32 34 37 38 32 23'-1" 33 35 38 40 35 6-9" T 69" 22 24 26 27 19 1 T-7" 27 29 31 33 26 25-9" 30 32 34 36 30 T 14'-10" 8' 15-11" 32 32 35 36 32 1 T9" 33 33 36 37 33 21'-7" 35 35 37 39 35 64" 6 64" 22 24 26 27 20 16-5" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 14'-0' 9 15-0" 32 32 35 36 32 16-7" 34 34 36 37 34 20'4" 36 36 37 39 36 6-0" 9 6-0' 23 25 27 28 20 165" 28 28 30 32 28 27-9" 31 31 34 35 31 9' 13'-4" 10' 14'-2" 33 33 35 36 33 15'91' 34 34 35 36 34 194" 37 37 37 38 37 5'•8" 10' 6-8" 23 25 27 28 21 14'9" 28 28 30 32 28 21'-7" 32 32 33 35 32 10' 17-8" 11' 13'5" 34 34 34 35 34 15-0" 35 35 35 36 35 16-10" 37 37 37 37 37 S5" 11' 6-5" 25 26 28 30 21 14'-0" 28 28 29 31 28 20'-7" 32 32 33 35 32 11' 17-2" 17 13'-0" 34 34 34 35 34 14'5" 35 35 35 35 35 16-1" 38 38 38 38 38 S-3" 12' 6-2' 25 26 28 30 22 13'-5" 29 29 29 31 29 19-8" 33 33 33 34 33 17 11'-8' 13' 175' 35 35 35 35 35 13'-10" 35 35 35 35 35 1T-4" 38 38 38 38 38 S-1" 13' 4'-11" 26 27 29 31 21 17-11" 29 29 29 31 29 19-11" 33 33 33 34 33 13' 1 V -T* 14' 17-0" 35 35 35 35 35 17-4 36 36 36 36 36 16-8" 38 38 38 38 38 4'-11" 4'9" 14' 4'-9" 26 27 29 31 22 12'-5" 30 30 30 31 30 16-3" 34 34 34 34 34 14' EXPOSURE 1511'-T C 36 36136136136 12'-10' 36 36 36 36 36 16-2" 39 39 39 39 39 15' 4'-7" 26 28 30 32 22 1740" 30 30 30 30 30 1T -T 34 34 34 34 34 15 70 &90 MPH EXPOSURE B / 70 MPH EXPOSURE C 9T MPH FXPOSLIRF c 30 4' 21'-1" 29 31 34 35 27 25'-4" 30 32 34 36 29 35-9" 32 35 37 43 42 32 25 4' 90' 27 28 31 32 21 1T-11" 31 33 36 37 26 263" 35 37 40 42 30 4' 36 S 18'-10" 28 30 32 34 28 22'-10" 30 31 34 35 30 37-3" 34 34 37 39 34 25 S 6-0" 25 27 29 30 21 16'-0" 30. 32 35 36 27 2T -r 33 35 38 40 31 5 40 6 1 T-2" 29 29 31 33 29 20'-10" 31 31 33 35 31 29-5" 35 35 36 37 35 33 6 T-4" 25 27 29 30 23 14'-7' 30 32 35 36 28 21'-5" 33 35 37 39 32 6 32 T 15-11" 30 30 30 32 30 19-4' 32 32 32 34 32 2T-3" 36 36 36 37 36 22 T 6-9" 25 27 29 30 23 13'5" 29 31 33 35 29 19-10" 33 34 37 38 33 T 37 6 14'-10" 30 30 30 32 30 18'-1" 33 33 33 34 33 255" 36 36 36 36 36 15-0" 8' 64" 25 27 29 30 24 12'-8" 30 31 33 35 30 18'-7' 34 34 37 38 34 6 17 9 14'-0' 31 31 31 31 31 1 T-0" 33 33 33 33 33 24'-0" 37 37 37 37 37 11' 9 6-0" 27 28 31 32 24 11'-11" 30 30 32 34 30 1 T-6' 34 34 36 37 34 9 1 T-4" 1 d 13'-4" 32 32 32 32 32 16-2" 35 35 35 35 35 27-9" 38 38 38 38 38 32 10' 5'•8" 27 28 31 32 24 11'-4" 31 31 32 34 31 16-7" 36 36 36 37 36 10' 25 25 11' 17-8" 32 32 32 32 32 155" 35 35 35 35 36 21'-6" 311 38 38 38 38 1 11' S5" 28 30 32 34 25 1O'9" 31 31 32 34 31 15'-10" 35 35 35 36 35 11' 33 12' 17-2" 33 33 33 33 33 14'9' 35 35 35 35 35 20'-T' 39 39 39 39 39 9 12' S-3" 28 30 32 34 26 10'-4" 32 32 32 34 32 15!-2* 36 36 36 36 36 12' 13' 11'-8' 33 33 33 33 33 14'-2' 36 36 36 36 36 15-10" 39 39 39 39 39 13' S-1" 29 31 33 35 27 9-11" 32 32 33 35 32 14'-' 37 37 37 37 37 13' 14' 1 V -T* 34 34 34 34 34 17-8" 36 36 36 36 36 19-1" 40 40 40 40 40 1 14' 15 4'-11" 4'9" 29 30 31 32 33 35 35 36 26 26 9-7" 9-3" 33 33 33 33 33 33 35 36 33 33 14'-0" 13'-6" 37 37 37 37 37 37 37 37 37 371 14' 15 90 MPH EXPOSURE C Ju 4 S c 1 -1 16-10" JJ 32 = 34 of 37 W 38 L8 29 z4 -ll-- 27-4" -W 33 30 35 m 38 41 40 " 31 37 -.5 264Y" 30 35 JC 37 41 40 43 42 3L 33 16-4" /U b w MH'F1 tAYUSUHt 31 33 27 L3 28 30 4' 6-2" 23 25 27 28 20 37 6 1 T-2" 31 33 36 37 30 20'-4" 33 35 37 39 32 25.6" 34 36 39 41 34 33 5 T-4" 22 23 25 27 21 169" T 15-11" 30 32 35 36 30 16-10" 32 34 37 38 32 23'-8" 35 35 38 40 35 31 6 6-8' 22 23 25 27 21 34 6 14'-10" 31 32 35 36 31 1 T5' 33 33 36 37 33 27-1" 36 36 38 40 36 35 T 6-2" 22 23 25 27 22 30 9 14'-0' 32 32 33 35 32 16-7" 34 34 36 37 34 20'-10" 36 36 37 39 36 13'-5" 6 5* -9" 22 23 25 27 22 36 10' 13'-4" 33 33 33 35 33 15'9" 34 34 35 36 34 199" 37 37 37 38 37 37 9 6-5" 23 25 27 28 23 38 11' 17-8" 33 33 33 35 33 15-0" 35 35 35 36 35 18'-10" 37 37 37 38 37 34 10' 6-2" 24 25 27 28 24 29 17 17-2" 34 34 34 35 34 14'5" 36 36 36 36 36 16-1" 38 38 38 38 38 29 11' 4'-11" 24 26 28 29 23 35 13' 11'4' 34 34 34 35 34 13'-10" 36 36 36 36 36 1 T-4" 39 39 39 39 39 33 12' 4'9" 24 26 28 29 24 33 14' 1 11'-3" 1351 351 351351 32 35 1 13'4" 1361361361361 12'-10" 31 31 33 36 1 16-8" 39 39 39 39 391 34 13' 14' 4'4" 4'-4" 25 25 27 27 29 29 31 31 25 25 29 70 & 90 MPH EXPOSURE 33 33 B / 70 MPH EXPOSURE 34 C 37 34 T-1" 10' 94" 30 30131132 21 1 4' 16-4" 28 30 32 34 26 22'3" 29 31 34 35 28 30'-T' 32 34 36 38 31 S 16-4" 27 29 31 33 27 19-10" 28 30 32 34 28 2T4' 32 32 35 37 32 6 14'-11" 27 28 30 32 27 18'-2' 30 30 32 34 30 24'-11" 33 33 34 36 33 T 13'-10" 28 28 29 31 28 169" 30 30 31 33 30 23'-1" 34 34 34 35 34 8' 12'-11" 29 29 29 31 29 169" 31 31 31 32 31 21'-T' 34 34 34 35 34 9 17-2" 30 30 30 31 30 14'-10" 31 31 31 32 31 2174" 35 35 35 35 35 10' 11'-T30 36 30 30 30 30 14'4" 33 33 33 33 33 19-4' 36 36 36 36 36 11' 11'-0" 30 30 30 30 30 13'-5" 33 33 33 33 33 18'-9' 36 36 36 36 1 1 36 17 1 10'-7 31 31 31 31 31 12'-10-133 38 33 33 33 33 1T-11" 37 37 37 37 37 90 MPH EXPOSURE C 40 4' 194" 32 34 37 38 27 273" 33 35 38 40 28 30'-T' 36 38 41 43 31 33 S 16-4" 31 33 36 37 28 19-10" 32 34 37 38 29 2T-4" 35 37 40 42 33 31 6 14'-11" 30 32 35 36 28 18'-2" 32 34 37 38 30 24'-11" 34 36 39 41 33 36 T 13'-10' 29 31 33 35 29 169" 31 33 36 37 31 23'-1" 35 35 38 40 35 33 6 12'-11" 30 31 33 35 30 15'-8" 32 32 35 36 32 21'-7" 35 35 37 39 35 38 9 17-2" 31 31 33 35 31 14'-10' 32 32 35 36 32 2174" 36 36 37 39 36 35 10' 11'-7" 31 31 32 34 31 14'4" 33 33 33 35 33 194" 37 37 37 38 37 401 11' 11'-0" 31 31 32 34 31 13'-6" 34 34 34 35 34 18'-9" 38 38 38 38 38 20'-7" 17 10'-7' 32 32 32 34 32 12'-10' 34 34 34 35 34 1T-11" 38 38 38 38 38 60 4' 15-0" 30 32 35 36 25 18' 3" 32 34 37 38 27 2S -T 34 36 39 41 30 31 S 175" 29 31 33 35 26 163" 31 33 36 37 28 27-10" 33 35 38 40 31 29131 6 173" 29 31 33 35 27 14'-10" 30 32 35 36 29 20'-10" 33 35 37 39 32 32 T 11'4" 28 30 32 34 28 13'9" 30 31 33 35 30 19-4" 33134137 34 23 38 33 T-2" 9 10'-7" 28 30 32 34 28 12'-10" 31 31 33 35 31 16-1" 34 34 37 38 34 36 9 10'-0" 29 29 31 32 29 17-2" 33 33 33 35 33 1T-0" 34 34 36 37 34 T-1" 10' 94" 30 30131132 21 30 11'5" 33 33.33.34. 32 34 33 16-2" 35 35 36 371 35 7n MPH FXPASIIRF C 22'-0" 28 30 33 34 27 30'4" 31 33 36 38 31 4' 20'-5" 29 30 33 34 29 28'-2" 32 33 35 37 32 5 19-3" 30 30 32 33 30 26-6" 33 33 35 37 33 6 1 T-10" 31 31 31 33 31 25-2" 35 35 35 36 35 T 16-8" 32 32 32 33 32 24'-1" 36 36 36 36 36 8' 15'-9" 32 32 32 32 32 23'-1" 37 37 37 37 37 9 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 W. 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 13-7" 34 34 34 34 34 20'-0" 1 38 38 38 38 38 12' 13'-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 12'-7" 35 35 35 35 35 164" 40 40 40 40 401 14' 23 30 4' 8'-2" 23 25 27 28 17 22'4" 29 31 33 35 23 30'-4" 32 34 36 38 26 4' 64" 5' T-4" 22 24 26 27 18 20'5" 29 31 33 35 25 28'-2" 31 33 36 37 28 S 29 6 64" 22 24 26 27 18 19-0' 28 30 32 34 26 26-6" 30 32 35 37 29 6 11'-4" T 6-2" 22 24 26 27 19 1 T-7" 27 29 31 33 26 25'-2" 30 32 34 36 30 T C -W 8' 6-9" 22 24 26 27 19 16-5" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 29 9 6-5" 23 25 27 28 20 154" 27 28 30 32 27 22'-9" 31 31 34 35 31 9 14'-7" 10 6-2"23 55" 25 27 28 21 14'-9" 13'5' 28 30 32 27 21'-7' 32132134 30 23 35 32 10' 4'9" 11' 4'-11" 25 26 28 30 20 14'-0" 28 28 29 31 28 20'-7" 33 33 33 35 33 11' 29 12' 4'-9" 1 25 26 28 30 21 1T-5' 1 127 28 28 29 31 28 19-8" 1 33 33 33 34 33 12' 38 13' 4'4" 26 27 29 31 21 17-11" 28 28 29 31 28 16-11" 34 34 34 34 34 13' 35 14' 4'-4" 1 26 27 29 31 22 12'-5' 29 29 29131 27 29 18'-3" 35 35 35 35 35 14' au mr1m CAYL/SUKt 1, 30 4' 6-2' 27 28 31 32 21 Ir -11- 30 6 T-4" 25 27 29 30 21 164" 35 6 64" 25 27 29 30 22 14'-7" 28 T 6-2" 25 27 29 30 23 13'9" 31 8' S9" 25 27 29 30 23 12'-8" 33 9 S5' 27 28 31 32 24 11'-11" 34 10' S-2' 27 28 31 32 24 11'-4" 30 11' 4'-11" 28 30 32 34 24 179" 31 12' 4'9" 28 30 32 34 24 19-4" 35 13 C -W 29 31 33 35 25 9-11" 35 14' 4'4" 29 31 33 35 26 9-7r" 40 4' T-2" 25 27 29 30 20 1T-11" 32 5 6-4' 25 27 29 30 20 16-0" 37 6 5-10" 23 25 27 28 21 14'-7" 37 T 55" 25 27 29 30 22 13'5' 26 6 54" 25 27 29 30 23 174' 32 9 4'9" 27 28 31 32 22 IV -11 - 31 ICY 4'-6' 27 28 31 321 23 11'-" 31 33 36 37 26 26-3" 35 37 40 42 30 4' 30 32 35 36 27 23'-6" 33 35 38 40 31 S 30 32 35 36 28 21'5" 33 35 37 39 32 6 29 31 33 35 29 19-10" 33 34 37 38 33 T 30 31 33 35 30 16-7" 34 34 37 38 34 8' 30 30 32 34 30 1 T4' 34 34 36 37 34 9 31 31 32 34 31 16-T 35 35 36 37 35 10' 31 31 32 34 31 15-10" 35 35 35 36 35 11' 32 32 32 34 32 15-2" 36 36 36 36 36 17 32 32 32 32 32 14'5" 37 37 37 37 37 13' 33 33 33 331 33 14'-0" 37 37 37 37 371 14' 31 33 36 37 26 263" 35 37 40 42 30 4' 30 32 35 36 27 23'-6" 33 35 38 40 31 S 30 32 35 36 28 21'5" 33 35 37 39 32 6 29 31 33 35 29 19-10" 32 34 37 38 33 T 30 31 33 35 30 18'-7" 34 34 37 38 34 6 30 30 32 34 30 1T4" 34 34 36 37 34 9 31 31 32 34 31 16-T' 35 35 38137135 231 251 10' 0 LIVE PRP S 1/9' E%TRUDED HEADER LOAD JEC- MAX CONS. FOOTER SIZE FOR ALL COLUMNS SEE TION COLUMNFREESTANDING I ATT DETAIL W end 'U” ATTCHED SPACINGr8-r FOOTFR -Cr IN FTR 3' CLOVERLEAF STEEL COL 17-0" 8'-7" COLUMN HEIGHTS "d' P 18'-0' 11'-0' 17' iS 18' IN 90 MPH EXPOSURE B 25 I3 10'-0" 23 25 27 28 21 18'-0' 9 95" 23 25 27 28 22 10' 6-11" 23 25 27 28 22 11' 8'-6" 24 26 28 29 22 12' 6-2' 24 26 28 29 23 13' T-10" 25 27 29 31 23 14' T5 25 27 29 31 23 15 T3' 1 26 28 30 32 23 16 T-0" 26 28 30 32 23 90 MPH EXPOSURE C 25 8' 117-0" 27 28 31 32 21 9 9-5" 27 28 31 32 22 10' 9-11" 27 28 31 32 22 11' 65" 28 30 32 34 23 12' 6-2" 28 30 32 34 24 13' T-10" 29 31 33 35 23 14' I T5' 1291 31 1 33 351 24 70 MPH EXPOSURE B 30 8' 9-2" 20 22 24 25 21 9 6-7" 20 22 24 25 21 10' 8'-2' 20 22 24 25 22 11' T9" 21 23 25 26 22 17 T-5" 21 23 25 26 23 13' T-2" 22 24 26 27 23 14' 6-10" 22 24 26 27 23 15 1 6-7- 1 231 251 271 281 23 90 MPH EXPOSURE C 30 8' 9-2' 27 28 31 32 21 9 8'-7" 27 28 31 32 21 10' 8'-2" 27 28 31 32 22 11' T-9" 28 30 32 34 22 12' T-5" 28 30 32 34 23 13' T-2" 29 31 33 35 23 14' 6-10" 29 31 33 35 23 15 6-7" 1 30 32 35 36 23 40 8' T-11" 25 27 29 30 20 9 T4" 27 28 31 32 21 10' T-1" 27 28 31 32 21 11' 6-9" 28 30 32 34 21 12' 6-5" 28 30 32 34 22 13' 1 6-2' 29 31 33 35 22 60 T 6-11" 25 27 29 30 19 8' 64" 25 27 29 30 20 9 6-1" 27 28 31 32 20 10' 6-9" 1 27 28 31 1321 20 IAOLt 3.L C7 `rl9 �„��• �3 oz G. 1 MOLL 3.3 0Amerimax Bt1II.DIIYG PRODUCIB IlVC 1140 ALL PRO DRIV� ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL S7RUC7UR S SHEET 5 OF 8 DATE: 2 8 2000 �'aur-rr- coo"UNTY BUILDING PA TMEN A P P R 0 � E MAXIMUM COLUMN HEIGHT COL COLUMN DESCRIPTION SINGLE FREEST FOR ALL COLUMNS SEE SPAN OR MULTISPAN DETAIL W end 'U” ATTCHED ATTACHED E 3' CLOVERLEAF STEEL COL 17-0" 8'-7" F 3' SQUARE STEEL COLUMN 18'-0' 11'-0' G 4" SQUARE STEEL COLUMN 18'-0" 15'-0" H 1 5" SQUARE STEEL COLUMN 18'-0" 1 6' SQUARE STEEL COLUMN 18'-0' 1 MOLL 3.3 0Amerimax Bt1II.DIIYG PRODUCIB IlVC 1140 ALL PRO DRIV� ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL S7RUC7UR S SHEET 5 OF 8 DATE: 2 8 2000 �'aur-rr- coo"UNTY BUILDING PA TMEN A P P R 0 � E 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES LAVE TRIS MAXMUN COLUMN SPACING 3W STEEL C BEAM LIVE TRIB MAXMUN COLUMN SPACING 3W STEEL C BEAM LOAD WIDTH FOR ATTACHED LATTICE ON SLAB LOAD WIDTH MAX MAX CONS. FOOTING SIZE MAX CONS. FOOTING SIZE FREE ATTACHED HEADER MUST BE ABLE TO SPAN COLUMN FREE ATTACHED 20 COLUMN HEADER MUST BE ABLE TO SPAN COLUMN I FREEI ATTACHED SPACING USING COLUMNA' ALL OTHER SPACING FTR FTR MIN 11'd T -r USING COLUMNA' ALL SPACING FTR FTR MINIMUM MAX LENGTH OF COLUMN COLUMN MAX LENGTH OF COLUMN COLUMNS "d 'd *cr 'd COLUMN 'd 'd COLUMN OTHERS r-4' "d 'd' COLUMN 1(r$ I 174r 84" 616F) wn1 aS 174• e3 ON SLAB TYPE 0.036 TYPE TYPE 90 NPH WINDSPEED 1r OR LESS ON SLAB 4' 11'-r TYPE 70 NPH 17 OR LESS 90 NPH 1 r OR LESS 10 4' 21'-1" 22* -0' 2s -r 28.3' A S 8-11' 10 17 S-0' S -r 8-0' 8-r 1r3' 29 29 C A S 18-10' 1T-7' 20.5' 21"4r A 11'-11' 26 20 A 18' 4'd 4'-11' Sd 5-10' 11'-11' 29 29 c A 8 IC -1' 14'4" 1T-0' 1T4r 27 22 A 8 19' 23 4'4r 55' Sd 11'-r 30 30 c 26 T 1 r-1' 1 r -r 14'-r is -0 28-4' 27 22 C 25 27 A 4'S' 9-1' s3' 11'-3" 30 30 c 25 a' 17-r 11'4' lr4' 13'-1' 2S3' 26 22 C A' 21' N sd 4'-10" s-0' 11'4r 31 31 C A 9• 74' 9'4" 11'-4' 11•-8" 24'3' 26 23 C A 2r 23 16 4'4r 4'-9' 174' 30 30 C 20 4' 11'-1' 11'4' 174' 174" 23 16 A 9'-4' 25 17 85' 8-10' 173' 17.6' 23'4' 26 23 C 23 11' rd 8-0' 9'4' 9•d 21'-11' 25 23 C S 8-10' 9'3' 174' 11'-0' A CA" 25 21 C Ir r4' r-4' 84r 84' 21'-7' 25 24 C 8 r-4' rd V-11' 9'-r 10• 17 84r 84' T-10' 8-1" 27-2' 25 25 C V T 84' 8-r T4" T-10' 19'-1' 30 25 C 26 14' 8-0' 8-4' r_' rd 19'5" 25 25 C 22 IS' Sd S-9" 6'4r CAW 1T-10" 29 25 C 1s S -r s-10' 8-17' 740' 184' 25 25 C C V 4'-11" s-2' 9-11' 8-1' 18-10' 29 26 D 18 s3" 94' 85' 8-r 18-r 26 26 C 17 4•-r 94' Sd 15-11' 28 26 D g 1T s4' S -r 84' 6'-r 1T -r 25 25 C 23 11' C 4•-10" s-0' 1S3' 28 27 D 18 4'4r V-11' Sd 5-10' 1r-1' 26 26 C 1r 8-r 4'4' 4'-r 14'-r 28 28 D C IV 5' 4'4r S5' sd 18d 26 26 C A 13' 25 18 C 14'4' 28 28 D 27 9-1' S3' 185' 27 27 C T 14' 13'4" 28 28 D 23 21' C 4'-10' 9-0' ITAV 28 26 C 1S 84r 23 19 174' 29 29 D 2r 4'4' 4'4r 4'4' If -V 27 27 C C 18' IT 18 5 1r -r 1r3' 11'-11' 30 30 30 30 30 29 D E E 90 NPH 17 OR LESS 23 10 4' 21'-1' 22'47' 2s -r 285' s 18-10' 1r -r 275' 21"4" 604' IV 3'-1' 22 14 A 11'-r 30 30 E 8 14'-1' 14'-6' 1 T-0' 1 Td s -r 27 1s c TABLE 11'3' 30 30 E T 17-1" 1r -r 14'-r 1S4' 27-2' 29 24 C 21' 11'-0' 30 30 E 8' 17-r 11'-0' lr-r 13'-1' 27-9' 28 24 C 2r 174' 30 30 F. 25 4' 8'-11 91-4' MAW 11'-1" V 9.4' 9'4' 11'-4' 1 V4r 19'-r 28 25 C 17 85' 8-10" 173' 17.6' l V4r 28 26 C s T -r T5' Sd 8-11' 11' rd 84' 94' 94r 1 T4' 27 25 C 6' S-11' 6'3' T3" r5' 12' r4" r-4' 84r 84' 18-11" 27 26 C T 51-1' S4' V-2' 84' 17-1' 30 25 C 17 8d 6'4" T-10' 8-1' 18-3' 27 27 C 8 4'd 4'4' S5' S -r 17-17' 29 25 C 14' 8-0' 94" r4' Td 154' 27 27 C 9 4'-10' 4'-11' 18-10' 29 26 D 1s S -r s-10" 8-10' T-0' 15-2" 27 27 C 1a 1S-11' 28 26 D 18 S3" Sd 6'S' 6'-r 14'4' 28 28 C 11' 1s3' 28 27 D 1T s4" s -r w-cr 8-r 14'3" 28 28 C 1r 14'-r 28 28 D IV 4'4r 4'-11' Sd SAW 13'-10' 28 28 C 17 14'4' 28 28 D 19 4'4r S5" sd 1IT-W 28 28 c IV 13.4' 28 28 D 27 S-1' S3' 13'-1' 29 29 C 1S IT -W 29 29 D 21' 4'-10' 9-0' 1r-9' 29 29 C 1G 1r -r 30 30 D 27 4'4r 4'4' 176' 29 29 C 1T 18 173' 11'-11' 30 30 30 29 E E 70 NPH 12' OR LESS 10 4' 21'-1' =-W 2S -r 283' 30 4' rd TAW 9'-1' W4' S 18-10' 1T -r 275' 21"-0' S 6'-0' 6'3' r3" T5' 6 14'-1' IC -r 1T-0•' 1Td 6 S-0" S3' V-1" 6•-r r 1r-1' 1r -r 14'-r 1s4" 23'-r 27 23 c T 4'4r s -r 94' 183' 30 25 D 8 17-r 11'-0' 1r4' 13'-1" 2r-1" 27 24 C 8 4'd 4'4" 1T -G 29 25 D 9 9•4' 9'4" 1114' 11'4' 20'-10' 27 24 C 7 18-10' 29 26 E to 8.5" 8-10' 173' 17d 19'-9' 26 24 c 17 183" 29 27 E 11' rd 84' V4!` 94r IV -10' 26 25 C 11' 1S -r 28 27 E 1r r4r T4' 84r a'4' 184' 25 25 C 1r 1s3' 28 28 E 13' 84r 6'4' TAW 8-1' 1r4' 26 26 C 13' 14'-10' 29 29 E 14' 8-0' 64' T4' Td 184' 26 26 C IN 145 29 29 E 15 S -r 5-10' CAW T4' 18.1" 27 27 C 1s 14'-2" 30 30 E 16' S3' 6-6' 6'S' 8-r 1 s -r 27 27 c 18' 13'-10' 30 30 E 40 4• 54' 9-11" 8-10' r -w 1T S4' S -r 84' 8-2' 15-1' 27 27 C IV 4'4r 4'-11' S'd 5-17' 14'd 28 28 C S 4'd 4'4' S-6' S4' IV 4'4r 55' sd 14'4' 28 28 C 8 4'-r 4'4r 27 F.I. S3' 17-11' 27 27 c r 18-r 29 24 E 21' 4'-17' S-0' 13'-r 28 28 C 8 15-10' 28 24 E 27 4'd 4'4' 13'3' 28 26 C V 17 11' 193' 14'4" 14'-3' 28 28 28 25 26 27 E E E 90 NPH 17 OR LESS 10 4' 21'-1' =4r 25-r 283' `• 18-10' 1r -r 275' 21"4r 1r 13'-10' 27 27 E Ill 14'-r 14'4' 1T -o' 1r4' 13' 13'5' 28 28 E r 17-1' 1 r -r 14'-r 1 s-0" 19'-1' 30 25 C 1 14' 1 1 1 13'-2' 28 1 28 E 60 4' 3'-10' 4'40" 4'-r 4'4' V 17-r 11'4' 1r4" 13'-1" 1T-17' 29 25 C 7 9-4' 9'4' 1114' 11'4' 18-10' 29 26 C s 17 85" a•-10" 173' lad 15-11" 28 26 c 8 11' Td 8-0' 9•-4" 9•d 1S3' 28 27 C T 14'4r 28 23 E 1r T-0' T4' 84r 8'4" 14'-T 28 28 c 8 1747' 27 23 E 13' 84r 84' T-10' 8-1' 14'4' 28 28 C 9 174' 27 24 E 14' 8-0' 8.4' T-4' Td 13'4r 28 28 C 17 1r-17' 27 25 E 1S s -r 5-10' 8-17' T-0' 13.4' 29 29 c 11' 1r5' 27 26 E 18 I T -r I sd 85' I 8-r I 1r -r 29 29 c1r 1r-1' 7 26 E LIVE TRIB 0.036' x T x 8" BOX BEAM 0.047 x 3"x 8' BOX BEAM DOUBLE 0.032' x 2"x 8" LOAD WIDTH MAX CONS. FOOTING SIZE MAX CONS. FOOTING SIZE MAX CONS. FOOTING SIZE FREE ATTACHED 274" COLUMN FREE ATTACHED 0.042 FREE ATTACHED 13'-r 20 COLUMN COLUMN FTR FTR MIN SPACING FTR FTR MIN. FTR FTR MIN. 11'd T -r SPACING SPACING IT -T 8-10" 30 'd "d COLUMN 8-11' "d 'd COLUMN 15-r 'd 'd COLUMN 0.036 r-4' 6'-0' TYPE 11'4' r 0' TYPE 0.036 4'-1r TYPE 90 NPH WINDSPEED 1r OR LESS 10 4' 11'-r 26 17 A Ir4' 29 20 A 15.9' 28 19 A S 8-11' 25 18 A 14'3" 28 21 A 14'-1' 28 21 A 8 T5' 23 17 A 11'-11' 26 20 A 1r-11' 27 21 A T V4* 23 Is A 17-r 26 21 A 17-1' 27 22 A 8 S -r 23 17 A 8-11' 25 21 A 11'-4' 26 22 A' 9 4'-11' 25 18 A T-11' 25 20 A 11r4r 26 23 A' 17 4'S' 25 19 A r -r 25 21 A 17-2' 26 24 A' 20 N sd 22 14 A 9'-r 25 16 A 1114' 26 17 A- s c -r 22 15 A T -r 23 16 A 17.3' 26 19 A' 8 8-1' 23 16 A 9'-4' 25 19 C T 53" 23 17 A 84r 25 20 C 8 4'-r 23 17 A CA" 25 21 C g Td 23 20 C 10• T3' 22 21 C 25 V T -r 23 15 A 17-4' 26 17 A' s 9-11' 22 15 A 9'-r 25 18 C s 4'-11" 22 16 A 8'S' 25 19 C T T4' 23 18 C 8' r3' 23 19 C g 8-17' 23 20 C 10' 84r 23 21 1 C 30 4' 8-r 23 15 A 9'S' 25 16 C 5' 4'-11' 22 15 A 85' 25 18 C 8 Td 23 17 C T T-1' 23 18 C v 84r 23 19 C 40 4' 4'4' 22 14 A 8'-r 25 16 C 5 T4' 23 16 C s 8-r 23 1 171 C 604' 3'-1' 22 14 A 8-2' 23 15 C s s -r 22 1s c TABLE 4.2 CLEARSPANS FOR 3 X 8 RAFTER LIVE PANEL 24' O.C. 70190 OVER LOAD Y S G MPH I HANG 10 0.036 274" 11'4r 0.040'x 3" CLOVERLEAF COLUMN 0.042 2T -r 13'-r 20 0.036 I V -W 8d F 0.042 19'-10' 9'-11' 25 0.036 11'd T -r 174' 0.042 IT -T 8-10" 30 0.036 V-9' 8-11' o.o42 15-r a' -r 40 0.036 r-4' 6'-0' 0.042 11'4' r 0' 60 0.036 4'-1r 4'-1r 1 T -1o• s-9' CLEARSPANS FOR 2 X 6 RAFTER LIVE PANEL 24' O.C. 70180 I OVER LOAD 'I" S G MPH HANG 10 0.024 13'-r 84' 0.040'x 3" CLOVERLEAF COLUMN 0.032 18-1" 91-0' 20 0.024 9'-17' 4•-11' F 0.032 13•-2' 8-r 25 0.024 8-10' 4'S' 174' 0.032 11'-9• s-10" 30 0.024 r4' 7-10' 0.032 1(r-9' 64' 40 0.024 SAW r-11" 0.032 9'4' 4'4' 60 0.024 NIA NIA 0.032 r4" X -10 - TABLE 4.3 1 na= 4.0 FOR 10 PSF DOUBLE RAFTERS MAY BE USED 48' O.C. COL FOR ATTACHED LATTICE PATIO STRUCTURES COLUMN HGHT A 0.024"x 3' SQUARE ALUM COLUMN 111x" B 0.037 x 1 117 SQUARE ALUM 11" MAX COLUMN LENGTH G SCROLL COLUMN 94' B 0.027"x 3" SQUARE ALUM COLUMN 1114" C 0.040'x 3" CLOVERLEAF COLUMN 174' D FLUTED COLUMN ALUM. 0.087 174' E 3" CLOVERLEAF STEEL 0.046' 174' F r SQUARE STEEL COLUMN 174' G 4" SQUARE STEEL COLUMN 174' H 5' SQUARE STEEL COLUMN 174' A' s V MAXMUM COLUMN LENGTH A''* 17 MAXIMUM COLUMN LENGTH MAR 0 3 2000 COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS FOR MULTISPAN STRUCTURES COLUMN NOTES E 8'-7' MAX COLUMN LENGTH F 11" MAX COLUMN LENGTH G 17 MAX COLUMN LENGTH 117 H MAX COLUMN LENGTH I ADLC 4.0 ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN 'A' MAY BE REPLACED W/ BJ 'B' MAY BE REPLACED W1 CJ, ETC. LINEAR INTERPOLATION FOR ALL CALCULATIONS IS ALLOWED qF4fflerina M�1/��.r PRI�BE f 1140 ALL PRO DRIVE ELKHART, IN 46514 IC60 ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES SHEET 6 OF 6 DATE: 2/8/200_O 1 r.26070 I 5 A FRFFSTANnINP AMn ATTACFIFn 1 ATnf1F CnuuFRR_IAI STR11rT11RFi4 LIVE TRIB 8' C BEAM BHADER LIVE TRIS r C BEAM HEADER MAX CONSTRAINED FOOTER SIZES LOAD WIDTH LOAD WIDTH MAX CONSTRAINED FOOTER SIZES FREESTANDING ATTACHED D FLUTED COLUMN ALUM. 0.062 COLUMN WA COLUMN FREESTANDING ATTACHED FOOTER 'd' FTR MIN F r SQUARE STEEL COLUMN SPACING 111-0" SPACING FOOTER 'd FTR MIN 1" SQUARE STEEL COLUMN 18'4" 15'-0' COLUMN HEIGHTS 'd COL 18'4' COLUMN HEIGHTS 'd COL 8• SQUARE STEEL COLUMN 18 0" 16-0' 8 40 0.024 s-10' 5' 8' (IN) TYPE 70 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'43" 27 29 32 33 21 D 25 4' 26-10' 34 36 39 41 23 D 12' s 293" 27 29 31 33 22 D T s 23'-1" 33 35 38 40 24 D 6 6 2T-" 27 28 31 32 23 D 8' 6 21'-1' 33 35 37 39 25 D T 264' 27 28 31 32 24 E 1a T 19-T 32 34 37 38 26 D 11' 6 25'-T 26 28 30 31 25 E 11' 6 163" 32 34 37 38 27 E 21' 9 243" 26 28 30 31 26 E 11' 9 1T-2" 31 33 36 37 27 E 12' 10' 1 23'3' 1 26 27 29 1 31 26 E 13 1a 1 164' 1 31 1 33 1 36 1 37 28 E 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURE 26 B / 70 MPH EXPOSURE 14' C 20 4' 31'3" 32 34 36 38 21 D 30 4' 2T-9" 30 32 35 37 23 D 16 s 29'-6" 31 33 36 37 22 D 16 6 263" 30 32 34 36 25 E 31' 6 2T3" 30 32 35 37 23 D 16 6 24'3" 30 32 34 36 25 E 1T T 25'4" 30 32 34 36 24 E 16 T 2Y -W 29 31 34 35 27 E 19 8' 24'-0" 29 31 34 35 24 E 19 8' 22'-0" 29 31 33 35 27 E 20' 9' 274" 29 31 34 35 25 E 21' 9 21'-2" 29 31 33 35 28 E 40' 10f I 21'3" 1 29 31 33 35 25 E 21' 10' 1 2a5" 1 29 31 33 35 29 E 90 MPH EXPOSURE B 90 MPH EXPOSURE C 20 4' 31'-V 31 33 36 38 24 D 30 4' 26-10" 34 36 39 41 23 D 6 293" 31 33 35 37 26 D 6 23'-1" 33 35 38 40 24 E 6 2T4" 30 32 35 36 27 D 6 21'-1" 33 35 38 40 25 E T 26-1" 30 32 35 36 28 E T 194' 32 34 37 38 26 E 6 24'4" 30 32 34 36 29 E 6 16-3' 32 34 37 38 27 E 9 2747' 29 31 33 35 29 E 9' 1T-2" 31 33 36 37 27 E 10' 1 21'3 1 29 30 33 34 29 E 1a 1 16-4' 1 31 1 33 36 37 1 28 E 90 MPH EXPOSURE C 70 & 90 MPH EXPOSURE B /70 MPH EXPOSURE C 20 4' 25-10' 34 36 39 41 23 D 40 4' 25-3' 30 32 34 36 23 E 6 23'-1" 33 35 38 40 24 D s 23'-5" 29 31 34 35 24 E 6 21'-1" 33 35 37 39 25 D 6 274)" 29 31 33 35 25 E T 194' 32 34 37 38 26 D T 217-11" 29 31 33 35 26 E 8' 163' 32 34 37 38 27 D 6 2a47' 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 19 1 164" 1 31 33 36 37 28 D 10' 1 16-2" 1 28 30 32 34 28 E 70 & 90 MPH EXPOSURE B 90 MPH EXPOSURE C 25 4' 29'3" 31 33 35 37 24 D 40 4' 26-3" 34 36 39 41 23 E s 2T-" 30 32 35 36 25 D s 23'-1" 33 35 38 40 24 E 6 264" 30 32 34 36 26 E 6 21'-1" 33 35 37 39 25 E T 24'4" 30 32 34 36 27 E T 193" 32 34 37 38 26 E 6 23-6 29 31 33 35 28 E 6 18'3' 32 34 37 38 27 E 9 27-V 29 31 33 35 29 E 9' Ir -2" 31 33 36 37 27 E 1a I 21'4" a 29 30 1 33 34 29 E 1a 164" 31 33 36 37 28 E 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURE B AND C 25 4' 29-6" 31 33 36 37 21 D 60 4' 27-0" 33 35 37 39 22 E s 27`4" 30 32 35 37 22 D s 2(7-5" 33 35 37 39 24 E 6 25!-9" 30 32 34 36 22 E 6 193" 32 34 37 38 24 E T 24'4' 30 32 34 36 23 E T 1T-10" 31 33 36 37 25 E 6 23'-6' 29 31 34 35 24 E 6 164" 31 33 36 37 26 E 9 27-6" 29 31 34 35 25 E 9 16-7 30 32 35 36 26 E 10' 1 21'4' 1 29 31 1 34 35 1 25 E 1a I 14'-11" 1 30 1 32 1 35 1 36 26 E OOL COLUMN DESCRIPTION MA)UMUM COLUMN HEIGHT SINGLE FREESTANDING MAX FOR ALL COLUMNS SEE SPAN OR MULTISPAN OVER DETAILS 'r, V AND W ATTACHED ATTACHED D FLUTED COLUMN ALUM. 0.062 174" WA E 3" CLOVERLEAF STEEL 0.048" I? -a, 8'-r F r SQUARE STEEL COLUMN 11W 111-0" G 1" SQUARE STEEL COLUMN 18'4" 15'-0' H 5' SQUARE STEEL COLUMN 1814" 18'4' J 8• SQUARE STEEL COLUMN 18 0" 16-0' IIS c J.L 24" O.C. 2'x6" RAFTER CLEARSPANS MAX ROOF HEIGHT 113 LIVE PANEL EXPOSURES MAX LOAD Y BANDC OVER PS om 70 & 90 MPH HANG 20 0.024 9'-10" 4'-11' 4' 0.032 13-2" 6-7" 25 0.024 6-10" N-5" 0.032 11'43" 6-10" 30 0.024 T-8" 3-10" 4' 0.032 1a3" 64" 40 0.024 s-10' 2'-11" 6 0.032 94" N -w 60 0.024 WA 1'-11" s 0.032 T-8" T-10" 1 Ant r •f _1 24" O.C. 374" RAFTER CLEARSPANS MAX ROOF HEIGHT 18' LIVE PANEL EXPOSURES MAX LOAD "t" B AND C OVER PS IN 70 & 90 MPH HANG 20 0.036 14'3 8'4" 4' 0.042 19'-1a' 9'-11" 25 0.036 11'-8" T -T' 0.042 1 T=9" 6-10" 30 0.036 94" 6-11" 4' 0.042 1S -r 8'-1" 40 0.036 7-4" 6-0" 6 0.042 11'-9" T47' 60 0.036 N-11" 4'-11" s 0.042 T-1 a' 6-9" I ATSLt 0.4 FOOTERS "d' 19 20 20 22 21 23 22 24 23 26 24 27 25 29 26 31 27 33 28 35 29 36 30 38 31 39 32 40 33 41 34 43 35 44 36 46 37 47 38 48 GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO LATTICE STRUCTURE 2 DETERMINE PROJECTION, WIDTH, OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 5.6 AND DRAWING 97SCO2. 4 CHOOSE A RAFTER FROMTABLES 4.3, 4.5, 5.3 OR 5.4 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM TABLES 4.1, 4.2 OR 5.2 THAT HAS ADEQUATE COLUMN SPACING. 6 USE THE FOOTER SIZE SHOWN. 7 USE THE COLUMN SHOWN FOR SINGLE SPAN ATTACHED PATIO. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE APPROPRIATE DETAILS IN THE "CONNECTION DETAILS' SHEETS. FOR CONCRETE PATIO SLABS FOLLOW 14 ABOVE 5 FIND THE MAXIMUM COLUMN SPACING ON SLAB FROM THE DESIRED COLUMN HEIGHT 6 CHOOSE A HEADER FROM TABLE 4.1 OR 4.2 THAT CAN SPAN THAT DISTANCE FOR THAT 4 TRIB WIDTH AND UNE AND WIND LOAD 7 FIND THE APPROPRIATE DETAILS IN THE'CONNECTION DETAILS' SHEETS. TRIBUTARY WIDTHS (FT) FOR SINGLE SPAN ATTACHED STRUCTURES FOR A GIVEN PROJECTION AND OVERHANG (ROUNDED U PROJ. RAFTER OVERHANG (FT) (FT) 3' 4' 4' 4' 4' s s 6 6 4' s s s s 6 6 9 6 s s 6 6 6 6 1a s 6 6 6 6 T T 11' 6 6 6 T T T T 12' 6 T T T T 6 6 17 T T T 8' 8' 6 8' 14' T 6 8' 6 8' 9 9' 16 6 6 8' 9' 9 9' 9 17` 9' 9 9 1a 1a 10' 1a 18' 9 10' 1a 1a 1a 11' 11' 13 1a 1a 10' 11' 11' 11' 11' 2a 1a 11' 11' 11' 11' 17 12' 21' 1 V 11' 11' 12' 12' 17 12' 22' 11' 12' 17 12' 12' 13' 13' 23' 12' 12' 17 13 13' 13 13' 24' 12' 13 13 13' 13' 14' 14' 26 13' 13' 17 14' 14' 14' 14' 26 13' 14' 14' 14' 14' 16 15' 2T 14' 14' 14' 16 15' 16 16 28' 14' 16 16 16 16 16 16 29 15 16 16 16 16 16 16 30' 15' 16 16 16 16 1T 1T 31' 16 16 16 1T 1T 1T 1T 32' 16 1T 1T 1T 1T 16 18' 33' 1T 1T 1T 18' 18' 16 16 34' 1 T 18' 16 18' 18' 19 19' 35' 18' 18' 16 19 19 19 19 36 18' 19 19 19 19 20' 201 3T 19 19 19 20' 20' 20' 2a 36 19 2a 20' 20' 2a 21' 21' 39 20' 20' 20' 21' 21' 21' 21' 40' 2a 21' 21' 21' 21' 27 22' 41' 21' 21' 21' 22' 22' 27 22' 42' 1 21' 1 22' 1 27 1 22' 1 22' 1 23' 23' I AtILt 0.0 MAR 0 3 20p..� �cS— V020 MV eemmx 11 14U O�A�LL PR GPRODUC1gE r COUNTY l`A 1 1 d ELKHART,IN 46514 ICBO ES EVALUATION REPORT HEADER SPANS, COLUMN SPAC NG2621P BUILDING ILDIN �. P j� TAMENT FOOTER SIZE AND COLUMN TYPE FOR �!�■ ,i tlR �ovy orsj.�rs' �i �"� FREESTANDING AND ATTACHED COMMERCIAL LATTICE STRUCTURES SHEET 7 OF 8 DATE: 2 8 2000 APPROVED 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMI olumn S ng MAX COL HGHT At 0.024' x 3 " SQUARE ALUM COLUMN F 10'-6" A2 multiplied by Trib Width F In umn Req Attached Studures or E, N Lattice Solid Cover Tributary Tributary 0.032 B Live Load (psf) 11'x" C Area ft Area ft 10 20 25 30 40 80 23 15 Al Al Al Al A2 C 31 20 Al Al Al A2 C C 37 24 Al Al A2 B C C 44 29 Al A2 B C C D 55 36 Al B C C C D 62 40 Al C C C C E 68 45 Al C C C D E 77 50 Al C C C D E 85 55 A2 C C C D E 82 80 A2 C C D E E 100 65 A2 C C D E E 105 68 B C D D E E 108 70 C C D D E E 115 75 C C D E E E 123 80 C C D E E E 138 80 C D E E E E 154 100 C D E E E F 185 120 C E E E E F 215 140 C E E E E F 246 160 D E E E F G 277 180 D E E E F G 308 200 D E E F F G 338 220 E E E F F G 385 250 E E F F G G 482 320 E F F G G G 615 400 E F G G G H 692 450 E G G G G H 769 500 E G G G G H 923 600 F G G G H H 1 WE 0.1 COLUMN TYPE COLUMN DESCRIPTIONS DETAIL MAX COL HGHT At 0.024' x 3 " SQUARE ALUM COLUMN F 10'-6" A2 0.024' x 3 " SQUARE ALUM COLUMN F 6-0" B 0.032"x 1 1/2" SQUARE ALUM E, N 9-0" Design SCROLL COLUMN 0.024 0.032 B 0.027"x 3' SQUARE ALUM COLUMN F 11'x" C 3" CLOVERLEAF ALUM. 0.040" K 12'-0" D FLUTED COLUMN ALUM. 0.062" U 12'-0" E 3" CLOVERLEAF STEEL 0.048" K 8'-7" F 3" SQUARE STEEL COLUMN X 18'4" G C SQUARE STEEL COLUMN X 18'4" H S SQUARE STEEL COLUMN X 18'-0" J 6" SQUARE STEEL COLUMN X 18'-0" Table 6.2 :RCIAL AND PATIO STRUCTURES Fastener Terminology #14 SMS = #14 sheet metal or Tek screw, 34' minimum length 5(16" B = 5(16" Diameter Bolt See General Notes for specifics on fasteners 1 Clearspan on this chart is the distance from the wall to the fust row of columns. 2 Hilti Kwik Bolt 11 1/4111 diameter and 2" embedment: ICBO ER -4627 or other anchor w/ 550# shear vs wind and seismic loads. 3 Masonry anchors must have a shear value of 250# for wind or seismic bads. 4 1/4" Lag screws must have 21/4 of penetradw Into studs. These lag screws must have an 1 /8" lead hole. 5 10 psf evaluated at 90 mph wind bad (15 psf). All other bads evaluated at 90 moh emosure C. - Table 6.4: Required Number of Fasteners for Tension 1 able o.s: K NUmoer o7"1•astemm ror srtean Loaas 0.062 0.060 '0.089 0.100 LIVE SPACING Aluminum Material Gage (in) SPACING SPAN Steel Gage (in) O Design 0.024 0.024 0.032 0.006 0.040 0.040 0.060 0.060 0.048 0.048 115 709 A #14 B 5(16" C 5116' D 914 #14 5/1(" G #14 5f16" #14 J 5116" Footer Design Size Uplift SMS BOLT BOLT SMS SMS BOLT SMS BOLT SMS BOLT d (in) (Ibs) 149 384 512 223 248 642 283 944 263 1380 12 75 1 1 1 1 1 1 1 1 1 1 13 96 1 1 1 1 1 1 1 1 1 1 14 119 1 1 1 1 1 1 1 1 1 1 15 147 1 1 1 1 1 1 1 1 1 1 16 178 2 1 1 1 1 1 1 1 1 1 17 214 2 1 1 1 1 1 1 1 1 1 18 254 2 1 1 2 2 1 1 1 1 1 19 298 3 1 1 2 2 1 2 1 2 1 20 348 3 1 1 2 2 1 2 1 2 1 21 403 3 2 1 2 2 1 2 1 2 1 22 463 4 2 1 3 2 1 2 1 2 1 23 529 4 2 2 3 3 1 2 1 2 1 24 602 5 2 2 3 3 1 3 1 3 1 25 680 5 2 2 4 3 2 3 1 3 1 Slab 750 6 2 2 4 4 2 3 1 3 1 26 765 6 2 2 4 4 2 3 1 3 1 27 856 6 3 2 4 4 2 3 1 3 1 28 955 7 3 2 5 4 2 4 2 4 1 29 1061 8 3 3 5 5 2 • 4 2 4 1 30 1175 8 4 3 6 5 2 5 2 5 1 31 1296 9 4 3 6 6 3 5 2 5 1 32 1426 nfa 4 3 7 6 3 5 2 5 2 33 1564 n/a 5 4 8 7 3 6 2 6 2 34 1710 Fifa 5 4 8 7 3 6 2 6 2 35 1866 n/a 5 4 9 8 3 7 2 7 2 36 2030 n/a 6 4 Na 9 4 7 3 7 2 37 2204 n/a 6 5 Fifa 9 4 8 3 8 2 38 2388 n/a 7 5 nfa n/a 4 9 3 9 2 39 2581 n/a 7 6 n/a n/a 5 9 3 9 2 40 2785 n/a 8 6 nfa n/a 5 n/a 3 n/a 3 41 2999 nla 8 6 rife n/a 5 Na 4 n/a 3 42 3224 Fila 9 7 Fifa n/a 6 Fila 4 n/a 3 43 3499 n/a n/a 7 Na n/a 6 Fifa 4 n/a 3 44 3706 n/a n/a 8 rlfa n/a 6 n/a 4 n/a 3 45 3965 n/a n/a 8 n/a n1a 7 n/a 5 n/a 3 46 4235 n/a n/a 9 n/a n1a 7 Fila 5 n/a 4 47 4518 n/a n/a 9 Fila n/a 8 n/a 5 n1a 4 48 4812 Na n/a n/a n1a n/a 8 Fila 6 nfa 4 49 5119 Fila n/a n/a nla n/a 8 Na 6 n/a 4 50 5439 n/a n/a n/a nfa n/a 9 n/a 6 nfa 4 Fastener Terminology #14 SMS = #14 sheet metal or Tek screw, 34' minimum length 5(16" B = 5(16" Diameter Bolt See General Notes for specifics on fasteners 1 Clearspan on this chart is the distance from the wall to the fust row of columns. 2 Hilti Kwik Bolt 11 1/4111 diameter and 2" embedment: ICBO ER -4627 or other anchor w/ 550# shear vs wind and seismic loads. 3 Masonry anchors must have a shear value of 250# for wind or seismic bads. 4 1/4" Lag screws must have 21/4 of penetradw Into studs. These lag screws must have an 1 /8" lead hole. 5 10 psf evaluated at 90 mph wind bad (15 psf). All other bads evaluated at 90 moh emosure C. - Table 6.4: Required Number of Fasteners for Tension Loads uminum Gage (in) 0.036 0.062 0.060 '0.089 0.100 LIVE SPACING SPACING SPACING SPAN LAG SCREWS O Design Footer 5(16" #14 5116" 5116' #14 BOLT SMS BOLT BOLT SMS Uplift Size 425 115 709 1048 168 (Ibs) d (in) 1 1 1 1 1 75 12 1 1 1 1 1 96 13 1 2 1 1 1 119 14 1 2 1 1 1 147 15 1 2 1 1 1 178 16 1 2 1 1 2 214 17 1 3 1 1 2 254 18 1 3 1 1 2 298 19 1 4 1 1 2 348 20 1 4 1 1 3 403 21 2 5 1 1 3 463 22 2 5 1 1 3 529 23 2 6 1 1 4 602 24 2 6 1 1 4 680 25 2 7 2 1 5 750 Slab 2 7 2 1 5 765 26 3 8 2 1 5 856 27 3 9 2 1 6 955 28 3 nfa 2 2 6 1061 29 3 nfa 2 2 7 1175 30 4 n1a 2 2 7 1296 31 4 n/a 3 2 8 1426 32 4 nfa 3 2 9 1564 33 5 nfa 3 2 n/a 1710 34 5 rlfa 3 2 n/a 1866 35 5 nla 3 2 n/a 2030 36 6 n/a 4 3 n/a 2204 37 6 nla 4 3 n/a 2388 38 7 nla 4 3 rda 2581 39 7 Na 4 3 n/a 2785 40 8 n/a 5 3 n/a 2999 41 8 nla 5 4 n/a 3224 42 9 n/a 5 4 n/a 3459 43 9 nfa 6 4 n/a 3706 44 n/a n/a 6 4 n/a 3865 45 n/a Fifa 6 5 n/a 4235 46 n/a Na 7 5 n/a 4518 47 n/a Fifa 7 5 n/a 4812 48 n/a nfa 8 5 n/a 5119 49 Fifa Ma 8 6 n/a 5439 50 TABLE 6.5: WALL ATTACHMENTS FOR PATIO AND COM. STRUCTURES ANC 1 ANC 2 ANC 3 ANC 4 O/C O/C O/C CLEAR- # OF 1/4" LIVE SPACING SPACING SPACING SPAN LAG SCREWS LOAD CONCRETE MASONRY FOR #10x2" (FT) PER STUD (PSF) ANCHORS ANCHORS SMS SCREWS 16" O/C SPACING 10 24" 24" 16" 22' 1 20 24' 16" B" 11' 1 17 2 25 24" 15" 8" 11' 1 16 2 30 24 14 8" 10' 1 14 2 40 24" - - 12" e" 13 2 60 16" 10'4" 11' 2 1 Spacing between bolts and screws shall be 2.5 times the shank diameter 2 The edge distance of bolts and screws shall be 3 times the shank diameter 3 Connections shall be arranged so that the center of resistance of the connection shall coincide with the resultant line of action of the load. 032090 W N A 070 6' 3 31 04. 0Amerimaz BULMCF110MCMING 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P COLUMN AND FASTENER TABLES SHEET 8 OF 8 DATE: 2 8 2000 k R= 0.2' 0.95' 0.92' R=.125' 0.501 R= 0. 2.50 3.0' 167' TYP. 6.00' •125 INSIDE .516' OUTSIDE -moi .55° �01-.70' � ' 15' I 1.903 .450' .2160 TYP. T I I I T 2.464' .167' 1 T 2.10 1.6541 55 1714 876 1) 2, 39 17 . ' / I 47 TYP. 1.137'g g�' -11.137' R= .125 12.00" R= 0.15' TYP. 6' FLAT PAN Q 6" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) AME FOR STEEL PANEL: ASTM A 653 GRADE 80 STRUCTURAL QUALITY Fy= 80 KSI STEEL 30 GA QALY T=.0157 28 GA GALV T=.0187 QB 12" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) QD 3 1/2" X 12" STRUCTURAL PANEL SEE DETAIL W 0 RIGHT SIMPSON A34 HANGER CONN. OR E �a RnL 2x 1 1/2' FASCIA 14 x1 1 2' FOR MAXIMUM WUUU 0 12' O.C. OVERHANG SEE SCHEDULE 0 RIGHT ©,ALTERNATE EAVE ATTACHMENT `• 34 1 7/8' 3' TYP. -" I 13/16' 9/64 r1/16' 6757' TYP. /16' R. TYP. 0.2 YP /16' TYP. 7/16T 7/16 1/J[j 1 13/32061* TYP. 5B� 7/1 ' TYI 34'/32 TYP. • 2 1 /4' /8' R. TYP. 2 25/32 QLS' R. TYP. ALTERNATE -12" STRUCTURAL PANE (3006-H391 ALUM. ALLOY) ADDITIONAL TWO - 16d NAILS 0 EA. RAFTER WHEN REQUIRED m 1/2' FASCIA DETAIL "A" R= .15' 1.0' '00 .0' 2.11�P. R= 0.20' 49' .• I. I i • R= 0.22' I 1.0 18.00' FOR STEEL PANEL- ASTM A 653 GRADE 50, SQ CLASS 1 30 Ga GAIN. t=0.0157' Fy=50 KSI STEEL © 18" STRUCTURAL PANEL (3006-H391 ALUM. ALLOY) '64' R. 5/32' f "-1.50'- 3.00°— 0.024', 0.027' OR 0.040' TYP. 1.50' 0.032' 3.00° 7/8' I m!'�®mem - SIMPSON A34 CONNECTOR OR EQUAL. - RAFTER 6 - #10 SCREWS, 3 EACH LEG OF CONNECTOR - TYPICAL KtNUIKtb AUU,IIUNAL L — ]CC NNLA 0 tM r, KAr ItK O 1 1/2" SQUARE COLUMN O 3" SQUARE COLUMN (3003-H16 ALUM. ALLOY) (3003-H16 ALUM. ALLOY) J C �. z Nom. 2607f -31-02 J'l CIV• �lF GF ENGINEER AMP DATE I REVISION I DATE STRUCTURAL PANELS + TYP. CONNECTION DETAILS REVISION Engineering Services Mpb9mii 1 All Pro Drive Elkhart, IN 485146514 KG IC80 ES EVALUATION REPORT NO. ER -2621P WE. ORAVANG NONE NAME COMPONENT PARTS & CONNECTION p�: 2/8/2000IN97CDO1 M10 [914 DE P A RT E I I ..,, �:�i;���a�i;:-c•i[•-�[�x�1F�:l���t3:�ZtaL��F�a�la:�xix;�.�•s�zfi[�� m!'�®mem mm®mOm m�®mG� ml ®mm�►�i1�/ ffjimiEliFli►��I�l ®®�iiillY ��1�1, �iTi mimimi►�i��/\�1 �31dFjii►� ��/\�/ ��iimli►�i\�I\�/ KtNUIKtb AUU,IIUNAL L — ]CC NNLA 0 tM r, KAr ItK O 1 1/2" SQUARE COLUMN O 3" SQUARE COLUMN (3003-H16 ALUM. ALLOY) (3003-H16 ALUM. ALLOY) J C �. z Nom. 2607f -31-02 J'l CIV• �lF GF ENGINEER AMP DATE I REVISION I DATE STRUCTURAL PANELS + TYP. CONNECTION DETAILS REVISION Engineering Services Mpb9mii 1 All Pro Drive Elkhart, IN 485146514 KG IC80 ES EVALUATION REPORT NO. ER -2621P WE. ORAVANG NONE NAME COMPONENT PARTS & CONNECTION p�: 2/8/2000IN97CDO1 M10 [914 DE P A RT E I I 2.00' 6.50-T 12.50' 2.00' 1.50' 1.Q0'- FOR 3 1/S PANELS .036' YP. 2.00'- FOR 2 1/2' PANELS '1.5' NON-STRUCTURAL SIDE FASCIA IS NOMINAL .018' IN THICKNESS. .325' -1 1.00' 0,16' I 2.00' -�.67' [:7}1.66' -j'67' QH 6 1/2' ROLLFORMED HEADER (3006-H391 ALUM. ALLOY) a Iq O 2-1 1/2" SQ. X .062" EXTRUDED COLUMN (ALUM. 6063-T6) 2 5/16' BOLTS 2 5/16' BOLTS W/ 1' DIA. x 3/32' THK. STL WASHER 0.032' x 1 1/2' SQ. ALUM. DECORATIVE ALUM. SCROLLS OR SOLID FILL (2) - 3/8'x3 1/2' HILT] KWIK ANCHOR BOLTS 2 5/16' BOLTS OITOM CONN. CHANNEL —12.25' 4.5' 2.25' QN ROLLFORMED 2 COLUMN CONNECTION W/ DECOR. SCROLL (3003-H16 ALUM. ALLOY) 18' .5' TYP. O 612To O 6- #14 SMS ON EACH 6.50' I 5.5' SIDE OF SPLICE CENTERLINE G -Lo or •50 SPLICE UNE 9' �— 9' 3.00 0.72 [71.56 0.72 0.93 �- 0.72 I � I 0.93 1.56 3.00 �1 0.28 11 0.37 �L 0.72 -0.17 T (IN)= 0.030, 0.040 (ALUM) = 0.048 (STEEL) AM COLUMNS MAY BE TRIMMED W/FLEx- ALUM. FACING. O 3" ALTERNATE COLUMN (3003-1-116 ALUM. ALLOY OR A-653 Fy=40 KSI STEEL) 6.50' STRUCTURAL PANEL 1.625' 10' I SEE TABLE 6.5 2.50' 010 SMS 0 FOLLOW - OR 3.50' I►NGG SPACING: .062' a• oA FOR r PM FOR NOTE HILT] KB -II AN 1.50' BOLTS PER ICBO E.S. EV #4627 ROLLFORMED HANGER (3004-H36 ALUM. ALLOY) +10PAgSMSNG: 0 FOLLOWING S 6' O.C. FOR 6' PANELS 6' O.C. FOR 12* PANELS 9' O.C. FOR IS' PANELS RMnRMED HEADER ?l' F� 3.00' —f -i QO ROLLFORMED HEADER "H' CONN. DETAILS TO STRUCTURAL PANELS ® ROLLFORMED SPLICE CONNECTION DETAILS (3006-H391 ALUM. ALLOY) 6',12* OR 16' WIDE STRUCTURAL PANELS r f '�"/ I Cf t -LI z I\l0 X700 SAL i EERS STAMP 3 - #14 SMS, t ON EACH SIDE OF SPLICE ROLL FORMED t= 0.036' ROLL FORMED HEADER SPLICE, TIGHT FIT INSIDE OF HEADER, 9' EACH SIDE OF SPLICE 3 - #14 SMS ON EACH SIDE OF 71 SPLICE QM ROLLFORMED HEADER SPLI( (3006-H391 ALUM. ALLOY) DATE I REVISION I DATE I REVISION " 0 ��1'lulSg Engineering Services 1140 All Pro Drive 31 Zt2/8/2000 ' ' Elkhart. IN 46514 ICBG ES EVALUATION REPORT NO. ER -2621P DRAWNG NAMECOMPONENT PARTS do CQNNECTION DETAILS M 97CD02 2 OF 9 3.00' COVER PANEL SEE TABLE 'A" NEXT PAGE 12 GA. 8' x 3" 0.5" TYP. &STEEL "C"- CHANNEL7HEADER (STEEL A-653 Fyy 50,000 PSI)_ 3.50 PANEL 10.0" SEE TABLE 'A0 NEXT PAGE 0.90" TYP. 1 12 GA. 100 x 3 1 QV STEEL "C"-. CHANNEL HEADER (STEEL A-653 Fy=50,000 PSI) 1 3.00' 1_80 _ I I 2.30' I 1 OR 2.90' I I 1 A I 2 5/16' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER 2 5/16" BOLTS ALTERNATE COLUMN COIN. BRACKET. 3' SQ. COLUMN DETAIL or, 'K' OR V OS 3" COLUMN CONNECTIONS FOR FASCIA HEADERS 1 5.5' PANEL 3/4" BOLTS SEE DETAIL 'A' AT RIGHT ,1/2- X 9 1 /4" 0.14' - 10.17' TYP. :0.170 f OW 10" FULL-STRENGTH SPLICE DETAIL ASTM A 653 Fy=36 KSI FOR BOLT � •25� SIZE SEE DETAIL 'S' AT LEFT 0.3.00' 1.0-T ,094' z,zs I NOTE. SEE DETAIL 'S' AT RIGHT FOR INSTALLATION AND + PROPER CONNECTIONS. F 2.0 � O 3" ALTERNATE COLUMN CONN. BRACKETS (STEEL A-653 Fy=40,000 PSI) 1.25" SPLICE >O 001100 00 >O 001100 00 ►Q 00 11 00 00 �- 3' 1.5" --� �- 1.25' 36" DETAIL 'A' DATE �FISS/ I U 3 37-f4) I 3,000' I .688'(4) . 10" R X .7 0'1;4) 010' HIGH IALUMAX 68 "(4) I.D. J.4,37T4) .0/ �1266�D. .020" DP. L x ]12) .062' RAD (20) ` .187" RAD(16) FLUTED COLUMN (3" ALUM. 6063—T6) - "t" 0.062" UNLESS OTHERWISE NOTED T_ 3.00", 4.00" .188" 5.00" OR 6.00" TYP. 3.00 4.00" 5.00' OR 6.00" OX 3", 4", 5" OR 6" STEEL COLUMN Fy=36 KSI REVISION I DATE I REVISION aEngineering Services suffimpicummN�' 2 mIW 1140 All Pro Drive 3� (-'o Elkhart, IN 46514 ur `fit f'�F KG ICBO ES EVALUATION REPORT NO. ER URAWING qlF F C ' NONE OR PART COMPONENT PARTS &CON C QN DETAILS NAME f r i i;t�'•3?t i� , y!DATE- 1!=�, �zf SHEET, v 1464 1 EN RS STAMP 2/8/2000 97CDO3 w 10A 1.0' 8.0' 5.5' PANEL 0.14' SEE TABLE 'A' �{ . TYP I TYP. ED. 17" 1 QY 10" X 5 1/2" W BEAM HEADER (6061—T6 ALUM. ALLOY) .� II E10 x 4 TYP. SEE TABLE o A 6.0" 4.50' PANEL :110' TYP. QZ 6" W BEAM HEADER (6061—T6 ALUM. ALLOY) iZ)� X10 SMS ® 6",12" OR .375' 9" O.C. FOR 6',12", & .900' .291" 18' PANELS. #10 SMS ® 12' O.C. i� STABILIZER CUP - 0 SEE DETAIL 'AG'. it SMS 6" O.C. FOR e- TF 6" & 12PANELS - 9' O.C. FOR 18' PANEL 1.0' C4 #10 SMS ® EACH ROOF P EL VALLEY 5.406' 3 1/2" STRUCTURAL • .8 3" PANEL (STRUCTURAL PAN L LCI 60, 12" OR 18' WIDE .079" .079' 2.725" 0.062' _r a 109' 0.062' 4.00' 3.00"— @ALASKAN EXTRUDED HEADER AC 5 1/2" EXTRUDED HEADER (6061—T6 ALUM. ALLOY) (6061—T6 ALUM. ALLOY) 7.0' SEE TABLE 'A'--.. R=.05' — .09' TYP. FULL RADIUS 3.00 0.72-1.56� 0.72 -� 0.93 0.72 93 156 3.00 0.28 0.37 0.72 0.17 T (IN)= 0.048 or AB 3" X 3" HEADER (STEEL) " (A-653 Fy=40 KSI STEEL) ® 7" X 5 1/Z W BEAM HEADER (6061—T6 ALUM. ALLOY) EASTENERS REO11iREn E❑R PANEL T❑ HEADER C❑NNECTI❑NS 6' PANEL USE 50% LESS SCREWS 18' PANE JPE 50% MORE SCREWS ts� DATE ,MAR el .018 & .024 PANELS e2 .032 & .036 PANELS REVISION I DATE I REVISION Cm fil c NO. 0 =�� Engineering Services 1140 All Pro Drive Elkhart, IN 46514 or I KGIC80 ES EVALUATION REPORT N0. ER -2621P ORAVANG . NONE ORPARTCOMPONENT PARTS do CONNECTION DETAILS NAME SHEET E I RS STAMP 2/8/2000 w 97CDO4 4 OF 9 TABLE 'A' MAX. WIND HEADER MAX. TRIB FASTENING LOAD DESCRIPTION WIDTH SCHEDULE NOTE'S ALL FASCIA 10' 2-#10 SMS PER 12' PANEL 90 MPH STEEL CLOVER, C BEAMS, I BEAMS 12' 2-#14 SMS PER 12' PANE PATIO STEEL CLOVER, C BEAMS, I BEAMS 21' 3-#14 SMS PER 12' PANE 70 MPH EXP C ALL FASCIA 10' 2-#10 SMS PER 12' PANEL AND STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANEL SEE el 90 MPH EXP B STEEL CLOVER, C BEAMS, I BEAMS 16' 2-#14 SMS PER 12' PANEL SEE e2 ALL FASCIA 10' SMS PER 12' PANE 90 MPH EXP C STEEL CLOVER, C BEAMS, I BEAMS 16' 12-#14 4-#14 SMS PER 12' PANESEE el STEEL CLOVER, C BEAMS, I BEAMS 16' 3-#14 SMS PER 12' PANE SEE e2 6' PANEL USE 50% LESS SCREWS 18' PANE JPE 50% MORE SCREWS ts� DATE ,MAR el .018 & .024 PANELS e2 .032 & .036 PANELS REVISION I DATE I REVISION Cm fil c NO. 0 =�� Engineering Services 1140 All Pro Drive Elkhart, IN 46514 or I KGIC80 ES EVALUATION REPORT N0. ER -2621P ORAVANG . NONE ORPARTCOMPONENT PARTS do CONNECTION DETAILS NAME SHEET E I RS STAMP 2/8/2000 w 97CDO4 4 OF 9 ff T .125' 6.0' •85' 15. i 5' - •010' 1/2" 0 OLTS 1.125"I T T 1 T 36" -� ® 6" W ALUM. HEADER SPLICE (6061-T6 ALUM. ALLOY) .062" � AIL ED FOR EXTRUDED 1.187 R=.375w HANGER W/ A -RAIL ® A -RAYL (8083-T6 ALUM. ALLOY) .o ' 1.380" ® STABILIZER CUP FOR EXTRUDED HEADER 'AC' (6063-T6 ALUM. ALLOY) TYPICAL 12' V -PAN ® TYPICAL SKYLIGHT PANEL . CONNECTION WITH 12' V -PANS NOTE: HEADER SPLICE MUST BE LOCATED WITHIN 12" OF A COLUMN. 0.15' EXTRUDED HEADER SPLICE WITH TIGHT FIT INSIDE HEADER 0.15' TV?. 5.406" 8 - #14 SMS .250' R. I 4.00" 8-#14 SKYLIGHT PANEL TYPICAL 12' V -PAN /14 SMS ASEE TABLE B.5 X10 SY5 • FOLLON- FOR SPACING N V� pNN nC EU 1.50" F I= ,dr PAUELS 2.25' A -RAIL -SEE t-.062" OR DETAIL 'AIF' TYP. 2.50' 1.50' ® EXTRUDED HANGER (6063-T6 ALUM. AU LOY) 4 ' 5' + + + -L 10" �.5 .5 10" 24" r ® ALASKAN EXTRUDED HEADER SPLICE (6061-T6 ALUM. ALLOY) 1.686"7 -� EXTRUDED CHANNEL CONNECTOR .500" ® (6063-T6 ALUM. ALLOY) �TMP2-'11.562" --1 FOR SCHEDULE OF ALLOWABLE SPANS FOR 6 & 12" PANELS ADJACENT TO SKYLIGHT PANELS. LIVELOAD (PSF) *6" PANEL SPANS *12" PANEL SPANS y• t— 0.018 t— 0.024 t — 0.032 t 0.036 t — 0.018 t— 0.024 t— 0.032 1— 0.036 10 11'-9' 14'-5' 17'-2' 17'-9" 11'-0' 13'-3' 14'-7' 15'-1' 20 8'-8" 10'-6' 12'-6' 13'-5" 7'-11' 10'-4' 11'-8 12'-1' 25 7'-2" 9'-5" 11'-3' 12'-1' 7'-2' 9'-3" 10'-7' 11'-2' 30 6'-1' 1 8'-8" 1 10'-4' 11'-1' 6'-7" 8'-6" 9'-9" 10'-3' e USE A MINIMUM OF (1) SKYLIGHT PANEL PER (4) - 6' ROOF PANELS AND (1) SKYLIGHT PANEL PER (2) - 12' ROOF PANELS FOR SKYLIGHT TO PANEL C❑NNECTI❑NS, USE THE SAME NUMBER OF SCREWS AS PANEL TO HEADER. SEE TABLE 'A' DETAIL PLASTIC USED IN SKYLIGHT FABRICATION G.E. LEXA N POLYCARBINATE PER RES. REPORT 13286 —, 0.85' t=.062' 73 5' .442 ILUfI I� R = 4.50'J T .30'1-0 T 5.50' NOTE; SEE SCHEDULE ABOVE FOR ALLOWABLE SPANS FOR PANELS ADJACENT TO SKYLIGHT PANELS k NUMBER OF ROOF PANELS NEEDED FOR 1 SKYLIGHT PANEL )` ® SKYLIGHT PANEL DATE REVISION I DATE 1.07- FOR 6' PANEL 0.80' FOR 12' PANEL 1 y• .375' u 260 0 ^' � I-- .30' REVISION UN A.RTM OEM:° U 1 Engineering Services W N O 260 0 ^' � ��� 1 All Pro Elkhart, Elkhart, IN 46514 6514 KG ICBO ES EVALUATION REPORT NO. ER -2621P DRAWING J" NONE NAME COMPONENT' PARTS k CONN L AL�F ENGI P 2/8/2000 MR 97CD05 bul UN A.RTM OEM:° U 2 5/16' BOLTS - 0.09' TYP. IC 2.5 1 r-.100' E 1.575" 5.5" 2-3/8'X 3 1/2' HILTI KWIK---1 BOLTS TO SLAB OR FOOTER (ONE EACH SIDE) 3' x 3' ALUMINUM POST .750' 1.0" .750" 1.575" ®ALTERNATE 3" SQ. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) PL 7 GA. (.18' 1 �T' •ROD OIAMEIFR. 4 HELD( ONIEZER AM 1. ALL PARTS'M E HOT -OP OALVAN® OR E].ECTOPLATED DNC. AMY E USED IN LEU OF ATTACrNG TO CONCRETE SLAB. 2. F00RICKTION OF AwHONG ANCHORS NO SAFETY SfAES IS EYOND THE SCOPE OS THIS REPORT. M&WATION OETAIS AND OWN CONTROL PROGIM MUST E SUMUTED TO BUILDING OFFICIAL FOR APPROVAL 3 AIIINNG ANCHORS MY E USED IN 7HHE MOOING TYPES E SOI.: SAND, GRAVE3. CLAY, SANOV GRAVEL., Ww MOM. 517Y SAA. CLAYEY SAND, CLAYEY M&M. SAVOY MAY SILTY CLAY. AIB CLAYEY SLT. ® AWNING ANCHOR t13tffIVeaf-f- STEEL NXU EACH SIDE OF POST 3i/4• N I- �mK 1 • MIN. T 3/4' IBI •w• FOR FASTENERi� � 4i S0E 'r e Fww STEEL POST REQUIRED 'W' WIDTH FASTENER MINIMUM 14 3 38' 41 2' 1 2 6 Y-8071 2" 28' 1330/ Az / x 2 1/Y x 1/4 7 2 1/Y x 2 1/2• ■ 3/10• x aE7�if � AIT PL 0' x 18' : ALL PARTS TO BE HOT-OIPPEO OR ELECTROPIATEO nV- MAY BE USED IN LEU OF ATTACH= TO CONCRETE SLAB. SEE NOTE: /2 OETAL -AR- �- 16" ® SAFETY STAKE (ALTERNATE TO CONCRETE SLAB ATTACHMENT) .r o: ; Y AIN. ADQTIONIIL t r (M WE BELOW) CENTERED ,z UM ON Cmim CONCRETE FOOTING NOTE: USE 1 1 //Y r STEEL BAR FOR FOOTINGS UP TO 38' CUBE USE 2 -I/"r RS BAFOR FOOTINGS UP TO 48' CUBE AND 3 - 1/Y r BARS FOR FOOTINGS UP TO 5Y CUE. SCHEDULE "F" — COLUMN TO FOOTING CONNECTIONS FOR 18' TO 42" FOOTING SIZES FOOTING SIZE OHILTI FASTENER CONNECTION TO 'd" (INCHES) (OR EQUAL) SD2: COLUMN TUBE fwgU SION NN�I'.HHOR goLTs 'd" = 16' 2-1 4*0 x Y d 1-5 18'O BOLT 430/ 20' :21 d 580/ 22' .2-5/10 BOL15 INN 24' 2-3/8-0 BOLTS 790 26' 2-1 :31 d 3-514 BOLTS 13 28' 1330/ W. 187 32" 2-5 8 0 x 4'd 34' z N/A 36' AIT PL 0' x 18' : ALL PARTS TO BE HOT-OIPPEO OR ELECTROPIATEO nV- MAY BE USED IN LEU OF ATTACH= TO CONCRETE SLAB. SEE NOTE: /2 OETAL -AR- �- 16" ® SAFETY STAKE (ALTERNATE TO CONCRETE SLAB ATTACHMENT) .r o: ; Y AIN. ADQTIONIIL t r (M WE BELOW) CENTERED ,z UM ON Cmim CONCRETE FOOTING NOTE: USE 1 1 //Y r STEEL BAR FOR FOOTINGS UP TO 38' CUBE USE 2 -I/"r RS BAFOR FOOTINGS UP TO 48' CUBE AND 3 - 1/Y r BARS FOR FOOTINGS UP TO 5Y CUE. SCHEDULE "F" — COLUMN TO FOOTING CONNECTIONS FOR 18' TO 42" FOOTING SIZES FOOTING SIZE OHILTI FASTENER CONNECTION TO 'd" (INCHES) (OR EQUAL) SD2: COLUMN TUBE fwgU SION NN�I'.HHOR goLTs 'd" = 16' 2-1 4*0 x Y d 1-5 18'O BOLT 430/ 20' :21 d 580/ 22' .2-5/10 BOL15 65of 24' 2-3/8-0 BOLTS 790 26' 2-1 :31 d 3-514 BOLTS 13 28' 1330/ W. 187 32" 2-5 8 0 x 4'd 34' z N/A 36' N A 38' x I N/A 40'f I N/A 42' 3-3/810 BOLTS N/A ALTERNATE FREESTANDING STRUCTURE COLUMN ''d' SIZE IN ANCHOR BOLT OR HILTI FASTENER SIZES INDICATES DEPTH © TO FOOTING CONNECTION DETAIL OF EMBEDMENT. EXAMPLE 2 1//2'd INDICATES 2 1/Y E1dBEDMENf OF ANCHOR "OR EQUAL' TO HILTI ERS. ALTERNATE MUST BE ICBG ES. APPROVED TO PROVIDE ALLOWABLE TENSION EQUAL TO 'REQ'D TENSION FOR ANCHOR BOLT' VALUES SHOWN. HILTI INDICATES HILTI KB -II ANCHOR BOLTS PER ICBG E.S. EV #4627. ®®FOOTING SCHEDULE ATTACHED STRUCTURE COLUMN TO FOOTING = CONNECTION DETAIL "d' = 18" TO 32',x. DATE REVISION DATE REVISION HILTI FASTENER ALTERNATE C*1 ANGLES 1 CONC. SLAB �..Q: .•. a : sv: FOOTING UNDER e i... b. . Q: a: •',.: �N RU a fr sAe ® COLUMN CONNECTION DETAIL FOR SLAB & FOOTING ATTACHMENT b r r. N0. 2 7 I \P qlF F ALIF��� 3_31-ov ENGINEERS STAMP Engineering Services 1 All Pro Dri4 Elkhart. IN 485114 KG ICBO ES EVALUATION REPORT NO. ER -2621P NONE JM,PART COMPONENT PARTS dt CONNECTION DETAILS i/8/2000 I&N 97CD06 6OF9 J �0 '1L \il'V V OR 3 1/2'x10'x12 GA. 'C' ® C—BEAM TO COLUMN CONNECTION 5 1/2' x 10' ALUM IF BEAM OR 5 1/2' x 7' ALUM IAF BEAM OR ALUM W= BEAM 1/ COWMN 110• 8 — 5/16 !-*" BOLTS .0'TYP. POSE = CUT BOTTOM FLANGE OF 1—BEAM AS SHOWN AT COLUMN ®ALTERNATE — 4 1/2- X 6` X 5 1/2- X 7" ALUM. W BEAM CONNECTION DETAIL 5/16' BOLTS SEE TABLE 8.4 COLUMN E4 FOR QUI MY (MIN4) \+ 3. 5TF MIN. OF 4.50' a�a TOP PLATE A' 0.5-�1-0 ala JjII�E TOP PLATE 'L' COLUMN SIZE + 1' 'r = COLUMN SIZE + 1/2' WITH A MINIMUM OF 4.5' ®TOP PLATES 'A' do 'B' AND SCHEDULE 'B' FOR TOP PLATE CONNECTIONS W(TH 01' BEAMS (Y, Z, AA) ON STEEL POSTS 3' x 3' HEADEF 6—/14 —3.0 2.0' 1.0' .5I + 11001 1.0' 6.0' 1.0' F-1 0' ®COLUMN TO HEADER CONNECTION FOR 3' X 3' STEEL HEADER 'AB' 2 5/16' BOLTS W/ 1.0' DIA. x 3/32' THK. STL, WASHER 1,575' u4 -LJ -: i. 11001-7�■� 1■a _=i"i= 1 ■■.■ Iia ■■a■m_� � i 01 i m 1 1 BOLTS COLUMN ALL 'I' BEAMS & 'C' BEAMS USE TABLE 8.3 COLUMN 'J' FOR QUANTITY OF HORIZONTAL BOL USE TABLE 8.4 COLUMN 'N' FOR VERTICAL BOLTS. ®ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) ALIJMINUM 'I' BEAM OR STEEL 'C' BEIM LLf_Lj I LI+LJ `2 5/16 BOLTS W/ 1' DIA. 2 5/16—BOLTS SEE x 3/32' THK. STL WASHER TABLE 8.3 COLUMNt=0.125- ABLE a.4 COLUMN -Q- 'K' FOR OUANTR7 FOR Y / 3' STEEL COLUMN 'Y = 0.048' NT Y RTfs 7 ® 3' OLUMN TO HEADER CONN. BRACKET (6063—T6 ALUM.) REVISION DATE REVISION r Engineering Services �'• =' ' - ' 1144D All Pro Drlvw r Elkhart. IN 46514 Vj\� ,;,;;.;: CMP ICBO ES EVALUATION REPORT N0. ER -2621P NONE PART � COMPONENT PARTS & CONNE . 0 ASL NOR EN (NEER -STAMP ITE: 2/8/2000 SHEET M 97CD07 R' II DMIPhrlj NT Y RTfs 7 5. 517-X 5 1/2- A 'I' BEAM ta0.12' 0.09- f2 -7* - 16 -5/8- BOLTS. 8 EACH SIDE OF SPLICE 7.0' 5.0' 0.1' C SPLICES t-.062' TYP. E EACH SIDE 7' '1 BEAM HT FIT 1' 0.1'J 0.12' 7- X 5 1/2- I—BEAM SPLICE (6061—T6 ALUM. ALLOY) ® SPLICE DETAILS AWNING ANCHORS + + + + + 2 ANCHOR 3 ANCHOR 4 ANCHOR 2. 3. OR 4 ANCHOR DETAIL TFIE ya- > AWNING ANCHOR CLEAR CENTER IN FOOTING TYP. SINGLE ANCHOR DETAIL BI ANCHOR DETAILS FOR ATTACHED STRUCTURES 7' C SPLICES (6061—T6 ALUM. ALLOY) 8-5/8' BOLTS EACH SIDE OF j SPLICE --A SPLICE 4 1/2' 1 1/4" 14 14' 1- 1' 4' 22' 22- 48' ® 7" X 5 1/2' ALUM. I—BEAM SPLICE BOLT LAYOUT 37X 8' ALUM. HEADER- I 2'X 6 1/20X .0240 ALUM. SIDEPLATE S3" x 8" HEADER CONNECTION FOOTING "d" (IN) ALTERNATE FOOTING SIZE NO. OF ANCHORS 18 12"X 120X 15' 1 20 15"X 150X 15" 1 22 18'X 18"X 15' 1 24 20"X 20'X 15" 1 26 20"X 20'X 15' 1 28 24"X 24'X 15" 2 30 24"X 240X 15" 2 32 247X 24'X 15" 3 34 24"X 24'X 15" 4 36 24"X 240X 15' 4 3— #14 SMS EACH SIDE I 1/21 /2 �„ 3—I#14 SMS 30X 3 ALUM. s 3— #14 SMS EACH EACH SIDE COLUMN SIDE OF COLUMN 20X 6 1 /2'ALUM. 3'X 3' ALUM. SIDEPLATES COLUMN WITH SIDEPLATES END VIEW 3— #14 SMSO DOUBLE 2" X 6 1/2" EACH SIDE BH HEADER CONNECTION ■A Q�CFESS/p,� 9 AR O � L WITH SIDEPLATES NO 0 �1 qlF � CA1-�Fj 3.3i.o-z, GINEERS STAMP TE I REVISION I DATE I REVISION Engineering Services MpAwft?c� 1140 All Pro 4 Elkhart. IN 46516514 (AWN ur CMP ICBG ES EVALUATION REPORT NO. ER -2621P WE-- DRAWING NONE OE�T COMPONENT PARTS k CONNECTION DETAILS SHEET 2/8/2000 M 97CD08 8 OF 9 .720" 2'x 6 1/2N 12' HANGER TERNATE 2— 2"X 6 1/2- ALUM. 16' OR 24' HEADERS IN PLACE OF D.C. ROLLFORMED • 3'X 8' HEADER WITHHEADER POST k SIDEPLATES E o.oe' EXTRUDED HEADER 3'X 3' POST 2'X 6 1/2' ALUM. FASCIA .,� 6 SPLICE WITH TIGHT FIT INSIDE HEADER. ui ® ALTERNATE— DECORATIVE • FASCIA TRIM ®ALTERNATE 2-2' X 6 1/2' HEADERS -RAIL - SEE 2.808* DETAIL 'AF" 4- 1/4" BOLTS OR 3 #14 SMS EACV-4 4- %14 S.M.S.3X 8" BOXBEAM HEADER.750' UMINUM "H'6" BRACKET 3X 3" ALUMINUM 0.062'COLUMN '� 1 O n 1s' 3 #14 SMS EACH SIDE ALUMINUM 'H' BRACKET FOR SPLICE DETAIL ®3 1/2" "J" HANGER CONNECTIG ® 5 1/2" EXTRUDED HEADER SPLICE (6063 6N ALUM. ALL0Y)MN TO HEADER (6063—T6 ALUM. ALLOY) (6061—T6 ALUM. ALLOY) c NON-STRUCTURAL 2.108' COMPONENT 3 #14 SMS EACH SIDE .87 " OR 2 5/16" BOLTS 5.721• _j, ®5 1/2- EXTRUDED SIDE FASCIA •050 (6063—T6 ALUM. ALLOY) /10 x 15' SMS SEE TABLE n CO UMN SIIDDEP6LATES `F`�SI`� AR 0 REVISION DATE REVISION 8.5 FOR SPACING 1.00 s. Q�` C F ALUM. FOOTING • X BRACKET 19 • " x 3 1/2" �v 9USE ONLY ON SLAB SEE NOTE OR d=26" FOOTER AT RIGHT.•; ► �:.; oR SMALLER w Np • Engineering Services 1,797"or- 1140 All Pro Drive ® 3 1/2" "G" RAILNQ Elkhart, IN 46514 (6063—T6 ALUM. ALLOY) SLAB OR FOOTING fJ v�� KG ICBG ES EVALUATION REPORT NO. ER -2621P ®ALUMINUM FOOTING BRACKET FOR CONNECTING qrE GF DRAWING COLUMN TO CONC. SLAB._OR FOOTING --� 3-3I"�' NONE OR PART COMPONENT PARTS & CONNECTION DETAILS (6063—T6 ALUM. ALLOY) NAMESHEET ENGI S STAMP 97CDO9 �g ;0Jr _" ��2/e/z000IN_ ao L1 HEADER (3006-H391 ALUM. ALLOY) 2 1 8' 1 1/2' OR r mr 1 11r OR 2' O LATTICE t=0.024° - (3105-1-125 ALUM. ALLOY) OR 200 0.0320 Lo 30 co ° a OR .0265° O RAFTER do SIDEPLATES (3006-1-1391 ALUM. ALLOY) L4 COLUMN (3006-H391 ALUM. ALLOY) L= 1.920 FOR Y X 6 1/20 RAFTERS L= 2. •FOR 35 X r .RAFTERS .04 1' TPP. ., 84 ,048 MIN, I a' I 4 2-#8 SMS EACH SIDE ASTM A-653 Fy=40 KSI ' © STEEL CONNECTOR FOR WOOD COLUMN CONNECTION 18 X 2 • SMS FOR 1 1/2' LA nm—LATf18 x 2 1/2' FOR 2' CE /g --ALUM. RAFTER L9 LATTICE TO RAFTER CONN. ti 2— 10 XOR 1 3/4• WOOD 2—#10 SYS PITO PETAL (6063—T5 ALUM. ALLOY. Y= 0.040') L6 RAFTER HANGER 4— #8 SMS EACH i1- . RVO HANGER HEADER HEADER DETAIL MAXIMUM MAX FASTENTING �, 4-J RSMS 1 GAGE WIND LOAD TRIB EACHSEE TABLE .042 3' x 8' L1 PATIO 90 H 0' 3-#8 SMS EACH BRKT. 3� AT RIGHT. 15/18 � � 2 1 4' ti ,I 1 ,036 3' x 8' L1 90 MPH 5' 2-#8 SMS EACH BRKT, EIRACKET USED W\2' x 6 1/2' RAFTERS MKKEr USED w/3' x e• R41M 1 3' x 8' PATIO 10' 4—#8 SMS EACH BRKT. L7 RAFTER TO HEADER CONNECTION BRACKETS .032 DBL 2 x 6 L11 90 MPH PATIO 10' 3—#8 SMS EACH BRKT. (6063-T5 ALUM. ALLOY, Y=.060w) .094 8' STEEL C L23 90 MPH 22' 2-#14 SMS EACH BRKT. 90 EXP C 10' 2-#14 SMS EACH BRKT, 1/4' x 4' LAG SCREW SEE TABLE 8.5 COLUMN WOOD LEDGER- 2 X DEPTH ANC4 FOR QUANTITY ALL 10 PSF USE 1 LAG EA SIDE PER STUD 16' O/C ALUM. ExisnNG RAPIER y';� SHOWN --ALT. SIM EAIrN SDE 1 E.S.. L8 ALTERNATE RAFTER TO WALL CONN. Cm N 2 70 f(f 3 31� IVi�.. F CAL1���. ENGINEERS STAMP DATE I REVISION I DATE I REVISION AwVEngineering Services AT9ftCL 1 All Pro 4 Elkhart. IN 46516514 AWN Ur KG ICSO ES EVALUATION REPORT NO. ER -2621P NONE OR PART COMPONENT PARTS A CONNECTION DETAILS NAME. FOR PATIO & COMMERCIAL LATTICE STRUCTURES 2/8/2000 IFmW97LT01 71 OF 4 1/2 DI PLASTIC SEE SCHEDULOER FOR xSIZE LTERNATE 2- 2'X 6 1/2 - Box /2"BOX HEADERS IN PLACE OF HEADER SPLICE MUST BE ON �\3'X 8' HEADER WITH CENTERED ON COLUMN POST do SIDEPLATES2- #14 SMS 0 BBOX INTO 3"X 3' POST EACFj SIDE NOTE: USE PLASTIC PLUG TO FILL 1/2 DIA. __1_L X 8' HEADER ,-L T -: ACCESS HOLES USED WEN ATTACHING S.M.S. NTO ANOTHER BOX SECTION IN WHICH2- Y X 6 1 2' SIDEPLATESIx THE SMS LENGTH WOULD WEED 1/2'. ONE EACH SI OF I I COLUMN L10 PLASTIC PLUG DETAIL L11 ALTERNATE 2-2" X 6 1/2" HEADERS COLUMN L16 HEADER SPLICE DETAIL 3.0" I 3.00 ` 37" (4) 0.72 h 1.561 0.72 0.93 3.00", 4.00" .188" 3.0 I 3 � � 688"(4) 0.72 5.00" OR 6.00" NP• os4�4) 7 0"(4) _T 3.00 L32 3", 4", 5" OR 6" 10""H GH 0.28 0.93 1.56 STEEL COLUMN ALUMAX -Fy=36 KSI I I.D. 1.681" (4) 0.37 0.72 3.000, 4.00" .437'(4-) 5.00" OR 6.00" -0.17 I ,125' RAD, T (IN)= 0.024, 0.030, 0.040 (ALUM) .020" DP. (36) = 0.048 (STEEL) x 70' .062' RAD. (20) am DATE REVISION DATE REVISION (12) .187' RAD.(16) COLUAWMNfSA-MAG BE TRIMMED W/FLEX- ;'' oQO� ESSI FLUTED COLUMN L30 3" ALTERNATE COLUMN �Q�, TU O331 Woo " _ (3003=H 16" ALUM. ALLOY OR (3 ALUM. 6063 T6) C",z • "t' = 0.062" UNLESS OTHERWISE NOTED A-446 Fy=40 KSI . STEEL) �Iriel'lI1�Sg Engineering Services NO. �, � .� 1 All Pro 4 Elkhart. IN 46516514 OIL, KG ICBO ES EVALUATION REPORT NO. ER -262.1P, % V1 \% NONE COMPONENT PARTS & CONNECTION AILSf I O NAME FOR PATIO & COMMERCIAL LATTICE STRUCTUREENGIN P�2/8/2000 M97LT03 5 i �`W� W12 1 .048 x 3' x 3' STEEL POST 3OX 80 BOX BEAM WRAP 5/16' BOLTS W/ I' DIA. x 3/32' THK. STL. WASHER 5.5' TO 8' STEEL 'C' BEAM SEE TABLE 8,4 COLUMN E4 75' -ft+— 2,35' FOR QUANTITY utu k, U+U .750' 1.01 .750' .056 5/16' BOLTS SEE TABLE 8.3 COLUMN 'M' FOR QUANTITY ALTERNATE 30 SO. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) "X 8OX 12 GA. '6%0 0 B EAM 3" X -12" X 12 GA.- STL. 'C' BEAM WRAP W/ Y X 8" ALUM. BOX BEAM DETAIL 3" X 8" - 1 FOR ATTACHED STRUCTURES COLUMN TO WRAPPED 3" X 8" X 12 GA. 'C' BEAM HEADER CONNECTIONS DATE REVISION DATE REVISION yq/ r NO. Engineering Services w 1140 All PDrive Pro . Or El~. IN 46514 KC IC80 ES EVALUATION REPORT NO. ER -2621 P NONE OR PJ COMPONENT PARTS & CONNECTION DETAILS F218/2000 NAME FOR PATIO & COMMERCIAL LATME STRUC rUM -7 E EERS STAMP EEr = 97LT03 3 OF 4 X .036" OR .042* x 3" x 8" HEADER 70 & 90 MPH WIND SPEED 3X Bw HEADER 0 1-.000 2 #14 SNS EACH SIDE 1 3 #14 SMS EACH SIDE r,-3- -X 8- BOX 000 '# BEAM HEADER 00 x 0 3w 60 —ALUM mHo 0 I -F- ; BRACKET — 101 3 #14 SMS EACH SIDE �-30X 3m ALUM. 2 #14 SMS EACH SIDE COLUMN 10M 6 1 2. 3X 3' POST SIDEPLATES 3"X 3" POST 3" ol* COLUMN W/. 'H" BRACKET COLUMN W/ SIDEPLATES >< 060 J'b L24 ALUMINUM 'H' BRACKET FOR 16* ,.,-HDDEI? SPLICE MUST BE --T CONNECTING COLUMN TO HEADER CENTERED ON COLUMN - Koo i 00 0 .06 3 *0 (6063-T6 ALUM. ALLOY) 2- 114 SMS0 120 .0 0 EACH SIDE 38 X 8' HEADER-a--�w, 0 3 #14 SMS EACH SIDE 2- 20 X 6 1 'x 3 120 ,,e* SIDEPLATESp OR 2 5/16' BOLTS ONE EACH OF COLUMN COLUMN HEADER SPLICE DETAIL W ONLY FOIR MACHM LATnOE PATIO MMM 2 3/8' HILTI KWIK SAFETY STAKE IN DOLT II W/ P-5' -o� EMBEDMENT CONCRETE FOOTING 7 3"X 3" J_ k X 6 1/2 - POST I SIDEPLATES ALUM. FOOTING BRACKET 08 DATE REVISION DATE REVISION lu *T C.0 NO. 0 • Ame�agEngineering Services SLAB OR FOOTING 1140 All Pro Drive Elkha", IN 41014 J or ALUMINUM FOOTING BRACKET FOR CONNECTING KG ICBO ES EVALUATION REPORT NO. ER -2621P POST TO CONC. SLAB OR FOOTING F URAMNG COMPONENT PARTS & CONNEcnoN DETAiLs �)-31 -os NONE NAME OR AW FOR PATIO & COMMERCIAl. LATTICE(C P (6063-T6 ALUM., ALLOY) I WELT-' ENGIN ERS STAMP 2/18/2000EIR 97LT04 4 F �4 i PLOT" p LNNN A? LOT N 0 V 1 51999 Chico, Califomia APPROVED 1 �l./ l_-,1 \ eEutte County Environmental Health Sc ►,mac. I" = t o' C+j c>, --- /L "-t -9--- Date Signature II C-tiMC����.At�lOytZ_ AP �(�-y -U 40 - 59 LoT 2 3 GC�NST�v� C.T10'1� Iii n NM I NOOK 10'x9'2 15'axsra >r * Q DUAL PAC Y IMP ciao L $°s0 * * 5 0 ...._...4X14 SEAM,........... - HEATALATOR GAS HEATER (FIREPLACE) . MASTER BDRM }� * 178 x 187 i • • �'{ I , S I KITCHEN i x�1a a S o +� 11Yx 11'4 O = o ; BEDROOM 171 x 11'8 «i Q J �tic�' i J' I N SOti * 4 j2X�+� 3A2 LNINGR0014_ENTRY ` LIN SKvtr:Tf= WWLT 21n ^......................................•••---•.. _ --•--_-- •-••••----- • _.3ml311X1BATH 9'3 X 5' 0 Son N * • Z X4 """� ion 2Ai • L.,tE_ • BEDROOM r CLOSET S ` N 13'3 x 17 T4 x 6'3 2Ni MASTER BAT7, B'1kS x 5'4� � DINING •� � � .. 12'6 x 10'4 x CD I ------- 4X12 SEAM .................•-• .... ...... tin `.1050_....._.....----• -- SIR r r "m an door 31R" CEMENT' PORCH RAILING =r _ _ _ _ F. 4050 `' 5R' ME X DRYWALL THIS 6'X9'9 WALL TO ROOF RALNG -•_ �tY�1 QTcty� _ •--- -:: �::::...::::::::::� p ................................... .. "f : : :::::::' -- -� * 4 FOOT BRACE WALL PANEL 1!Y OZB 4Xi' SHEETING NAIL 4WA POSTS 4" OC EDGE r OC FELD A ALTERNATE BRACED W&L PANEL PER UIC CODE. 112' OS1 4' EDGE NAIL r FEILD GARAGE N 0 V 15 1599 NAL 2r WIDE MN. WITH 2 21'4 X 19'9 HD2AHOLDDOWNs WITHN 4' r-_------ LIVING AREA Chico, Califomia of ENDS.— - — — — — - — 1656 sq ft S 4' SHEETROCK BRACE WALL SHEETROCKED BOTH SIDES I OR r SHEETROCKED ONE I AND EDGES (AL LEDGE * j i �E SUPPORTED) --------------- FLOOR P A 'i2" SCALE: 3/16" = 1 FOOT AP- PrOilED Butte C'cunty Heaith I_ Z I - 99 ------ Dato Signature JIM HARDING JR. CONSTRUCTION 877-8237 BEEPER 895-7090 2 q