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HomeMy WebLinkAbout039-410-078�E— ujy-41u-u/a NIX TOM CERTIFICATE OF COMPLIANCE 46 OLD CHICO WAY, CHICO 'CONTR- OWNER 4 SINGLE FAMILY NEW S ;71 039-410-078 00-0215;2 BRANDS, EVERETT & 46 OLD CHICO WAY, C19CO CONTR: ADONIS POYL—S, POOL 039-410-078 01-0330 'o BRANDS, EVERETT & JANE 46 OLD CHICO WAY, CHICO CONTR: ADONIS POOLS i2 - (o - C) 1ST RENEWAL BP # 00-0215 039-410-078 03-0970 BRANDS, JANE 46 OLD CHICO, CHICO CONT: RAL BUILDERS C PATIO COVER C,04110A�12 Aow SEE LETTER DATED •3'/12/96• ENVIRONMENTAL , HEALTH CLEARARANC . E DATE V -e-,03 }� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 Q &qTv. (Rev.,12/96) - APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 039-410-078 ZONING_20 BUILDING PERMIT OWNER BRANDS JANE TELEPHONE 893-1390 SO. FT. OCC. BUILDING VALUATION . OWNER'S MAILING ADDRESS 46 OLD CHICO WY. CHICO CA. 95928 513 CV 6669.00 CONTRACTOR'S NAME TELEPHONE RAL BUILDMS (916)961-2242 CONTRACTOR'S MAIUNG ADDRESS 11634 FAIR OAKS BLVD. STE 211 FAIR OAKS 95628 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 666 00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 90.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 58.5o BUILDING ADDRESS 6 OLD CHICO M CHICO 95928 Energy Plan Checking Fee $ $ PERMIT FEE $ 163.50 LAT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ER 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: PATTt7 CDM Gas piping stem 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home IS I GI W 920.00 PERMIT FEE S FLOOD'X,0505C; ELECTRICAL PERMIT Fling Fee 20.00 Main Service 600v oR LESS zo.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 i (commencing with of of the Business and Professions Code, ( gith Section 7000 )f Di3 and my license is II force and effect. �y '•��/'�� JjJ�� �^ License Class Lic. NO. ([ / 1 "L W OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 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 M performance of the work for which this permit is issued. �y 1 have and will maintain workers' compensation Insurance, as required by Section I 3700 of the Labor Code, for the performance of work for which this permit is issued. My wodwty mmpe sa' insu�nce carrier and policy number are: Carrie cco 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 emplo y person in any manner so as to become subject to workers' comp alio laws of California agree that if I should become subject to the wo rs' c pe Is" p Isio of section 3700 of the Labor Code, I shall rthwith m - fth a pr Bions. 9! j� i/U X Date 7 `f Signature of App ica Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO 1000A 46,00NEW CONST. DWELUNG OCCUP. s0 OR ADDNS. ( a ACC. BLDS. 3.5¢FT: NEW CONST. MULTI- OUTLET NON-RESID. @O 7.50 PGWER APPAIUTus a sINGLE oLlfLET CIR. 20 Ex. Occup. OUTLET OR FDCTURES Bn� @': 0 Ex. Occup. G�' A'Ra D.°EA, 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. D. FEES IMP FLOOD CDF A PARCEL / Pp H� ISSUE This permit is hereby issued under the of the Butte County Code and/or indicate v or wh'c fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date O - 4 04- ate ReceiptNo. XUM 375926 $ 168.50 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT cress COUNTY OF BU T TE -DEPARTMENT OF Dg'rSLOPMENT SERVICES - BUILDING DIVISION 7 County Center Dave • OrovHle, Cefflomla 95985 • Telephone (530 38-1541P Y . APPLICATION AND PERMIT ����r70. + ;td W()_ ,.7 zz?mm BUILDING PER61�[i r A(I-A.Z.,� 141Q lgrff, $Q. rT. I OCC. I - 5UW1143 VALUATION USEOFMUCiURE ;FA Duplax D ldbbilehome O Other n ge s Fee s ig:kimo Fee s Pian Chug Fee s S P��IIR FEE S PWtABWmPERm Ea* Trap Solar or hest Duma water TYPE OFWORK t=s W, New 0 Addaon Rmcd 0 Mums 0 0 Ober 0 a•,a.rm Mob�a Da=T be Work c CL EELECI Main 5 *?-Aii FEE ?ASD SRS OTM.Std« . TO DR. Pir 2mo Comm - 5 CLI%Bb PERMT FES I s rig Fee 20.D0 7.0D ' 23.0D 15.OD 15.00 15.00 15.00 20,00 ea Fee 20.00 j �nrsa snm► so tnaon 4SOO FACE est oAKMa F=n Qwsm @7sD l�r, � Mm M-01, LMOX a.o =Wcmmmms e20 go ow aimFes e ► EA 5.00 Tem Servi:e 28.00 NbbWkmme Fames 20Ao fry Wain 28 OD PEaTOBiT Fri S XECHAMMAL PEWT FlEng Fee 2D.D0 Heaflng Cao Had 6.50 PERM FEE S Mobile Home Inswbf=n Fee = Enery ha p=bn Fee ox 0*10t "FE TOTAL FEE $ % /c This perm@ is hereby Issued ander The app@=ble pravisrnres of 1ha Huft County Cade and/or Resohtfions b do work bdcated above for ww=h fees have been paid. By Date PERW EXPIRES ON w►asa.n_e_x .a_e rsu�_cssLssen ame:-IKSPECrOR 60LG=►aaoD-+4PPLt^..0.NT �,d ��sN e,yr. �ti�:ti. t r,.J.�'aiy'.ik' �.'•�+ ` 1.:/'ti � �� ..�• � cl COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County'Center Drive, Oroville, CA 95965. Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: �rQS ASSESSOR PARCEL NUMBER Proposed Building Use/- p Counter Technician: Date: ( rapply. Items required in order to apply for a permit. All boxes MUST*be checked ORmarked NA in ord r to Plot plans, 3 4 sets, signedty the preparer of the plans. 2. Complete ans, 3 or 4 sets, signed by the preparer of the plans.* 3. Engineered plan, 3 r 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! l ❑ 5. Energy compliance design and supporting documentation in duplicate. ❑ 6. Manufactured homes: (A) Data sheets and installation instructions, (B) Marriage line information, (C) Floor Plan, (D) Tie down or, foundation plans, all in duplicate. ❑ 7. Metal buildings: (A) Metal Building Plans, (B) Foundation plans and'calculations in triplicate, (C) Elevation views in triplicate. (D)Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The.permit will be, indexed and returned to the plan review line-up when required items are received. 1 Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ + .,,-,0 9. Plot plan and business license approval from the City of Biggs .................................... ❑ 10. Letter of intent for non-residential buildings......................................................... ' _❑ 11. Detached Accessory Building Form filled out by the owner ..................................... ❑ 12. Hazardous Material Form............................................................................... _ ❑ 13. Other - f Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) } ❑ 14. Fees as shown on the attached Schedule of Fees Due Sheet ....................................... Uanitation atement of Intent for Non -heated and A/C Buildings ....................................... 1 and plot plan approval from the Environmental Health Department in �V I ❑ 17. City of Chico Plumbing permit....................................................................... .. ❑ 18. California Department of Forestry plan approval ❑ paid. Sent. by: ......................r ❑ 19. Planning approval for (A) Use: OIG (B)Parking: (C) Parcel Check: ry _ I o , 0-3 ❑ 20. Contact Land Development about ❑ Improvements, ❑ Drainage ............................... ❑ 21. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 22. Pre -Inspection for required ................. ❑ 23. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 24. Worker's Compensation Carrier and Policy Number ..............:.............................. ❑ 25. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... ❑ 26. Letter of Signature authorization.................................................................... ❑ 27. Recorded copy of Agricultural Acknowledgment Statement .................................... ❑ 28. Manufactured home utility clearance............................................................... N❑ 29. Existing violations and/or expired permits......................................................... "❑ 30. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 31. Other: When issued Telephone and hold for pickup. / - _ ri I have been in fined :fthe avdeifemslaild requirements- for obtaining a building permit. Applicant: / Date: fbl�s 1. Index permit application for the above items numbered: lan Check Letter 2. Additional items required on rac designer, owner, was advised cf the above data by phone, ❑ mail, ❑ counter, by x(13 Date: /s 0 3 Contractor, designer, owner, was' advised of the ab ve data by ❑ phone, ❑ mail, ❑ counter, b� Date: Plans reviewed by: �hJ, . r Date: 9 D Plans approved by: X?SS Date: -� Structural reviewed by: Date: Structural approved by: Date: -57- S p Note transfer by-,..,_, Date: (sem Yellow: Buildine Division 1J ew. usEtv Piot Plan Attach Ftooa Man Atmiqljod ^ / sent to B.D. TO: Building bepartment FROM: ' Envircnrnental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for dwelling. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Health Specialist 8/96 Date ' PLAN REVISION Please complete the following information in order to process your submittal. If this form is not complete, corze(: and legible, it may cause a delay in processing. Owner's Name: fulK /ice Received By. Date: 2� 3 A.P. 9: OSCI - g )0- 0-4e) Purpose of submittal: ❑ Permit Application Data Item .engineering ❑ Plan Revision Permit #• Time: ❑ Requested by Building Inspector or Correction Notice - Inspector's Name: ❑ Requested By Plan's Examiner - Examiner's Name: _ Irl ❑ Other: If ycu are revising a plan which has already been issued, submit two(2) drawings reflecting the revisions for plan review. If engineering is involved in this revision, the engineer must put his requirements on these drawings and stamo and sign the drawings. Include two (2) sets of wet signed engineering. Revised drawingc must clearly show When Approved, Process as Follows: ❑ Mail to Owner at this address: ❑ Mail to Contractor at this address: ❑ Call . and hold for pickup at the ❑ Chico Office O Oroville Office ❑ Deliver with next inspection. Revised Plan Check Fee: ❑ S46.00 Receipt #: ❑ Additional Fees Not Required Additional fees may be due based upon.complexity and time involved to process this submittal, Additional Fees: Receipt f: -` NOTES RESIDENTIAL 039-410-078 01-0330 BRANDS, EVERETT & JANE 1 46 OLD CHICO WAY , CHICO ' CONTR: ADONIS POOLS 1 ST RENEWAL BP # 00-0215 SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (Date) C;./� Signature a►' /=OK ♦c 0 = Not OK - = Not Applicable' • = Not Ready , MOBILE HOMES Date MOBILE HOME. UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements Footings; Soils -Size -Depth -Spacing -Connectors -Steel 2. Soils; Special MH Support Sketch MOBILE HOME INSTALLATION (Plans) OK except #'s 3. Sewer; Location -Test -Fall -C/O -Concrete Zoning Requirements -Setbacks -Easements 4. Water; Location -Test -Easement Needed (Sketch) Footings; Size -Spacing -Marriage Line 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas; MH Test -Demand -Valve -Connector 6. Gas; Location -Test -Wrap;-/ /" L'ft. / /'Nat. or/ /"L"ft./ PLPG Electricity; MH Test -Crossovers -Breakers -Clearances 7. Well Clearance 8 Disconnect Drain; MH Test -Fall -Flex Connector 8.. Utility Clearance MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s Date Zoning Requirements -Setbacks -Easements Card B-1 Date Card B-1 Date Footings; Soils -Size -Depth -Spacing -Connectors -Steel Card B-11' 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 r:- 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 Date 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date FINAL (Plans). OK except #'s Date 1. Card B-1 Date Card B-1 Date 2. 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.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh r:- 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 J = OK 0 = Not OK - = Not Applicable RESIDENTIAL (Single & Duplex) • = Not Ready Date Underfloor (Plans) OK except #'s c Date. 1. Zoning -Setbacks -Easements -Flood -Slope Date 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Fig. Depth Date 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth Date 4. Fig., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Stemwalls, Garage; Steel- Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Date 11. Water Pipe; Test -Anchors -Regulator -Service Test Date 12. Electric Underground Date 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 43. Draft Stop in Walls (rat proof) Date 44. Card B-1 Date Card B-1 Date 45. Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Date 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 68. Elec. Trim & Subpanel, Breaker Sizes & Labels Date 69. Card B-1 Date Card B-1 Date 70. Card B-1 Date Card B-1 Date 71. 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 p 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 c Date. FRAMING (Continued) Date 46. Card B-1 Date Card B-1 Date 47. Card B-1 Date Card B-1 Date 48. 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 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 56. Card B-1 Date Card B-1 Date 57. Card B-1 Date Card B-1 Date 58. FRAMING (Permit) OK except #'s 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs Date 45. Headers & Beams -Size & Bearing c Date. FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.1.)-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 ❑ Yes 82. Following Inslid./Drive D Yes D No/Walks D Yes J No/Planters J Yes No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY OF BUTTE - 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 039-410-078 ZDA" 20 BUILDING PEFfK-QT z io OWNER EVERETT &JANE BRANDS TELEPHONE SO. FT. OCC. BUILD",INC VAMATI DW"ERs MAIL{Ng ADq CHICO WAY CHICO 95928 - H to UH CGNTRACTOR'Jn&IS POOLS TELEPHONE _ Wz m EA UJI CONTRACTORI�A���+,ILLORSgNT RUN CT, CHICO 95973 L (� A r� LL CONSTRUCTION LENDER M I+h Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee 230.00/2 $ 115.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 46 OLD CHICO WAY, CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ 135.00 LOT NO. SUBDNISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 1ST RRENEWALPFRMTT 00-0215 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.pApp.0 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.POWER License Class Lic. No. OWNER -BUILDER DECLARATION Nhere affirm under penalty of perjury that I am exempt from the Contractors License the following reason: as owner of the property, or my employees with wages as their sole compensation, ill do the work, and the structure is not intended or offered for sale. 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 zooA To ,000A 46.00 NEw CONST. DWELLING OCCUP. OR ADDNS. ( 3 5QS0. FT. NEW CONST. MUALCC OUTLET NON.RESID. O @7.50 APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES BA<_ @ 1.00 Ex. Occu . ops RM.) E 5.00 Tem orar Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. have and will maintain workers' compensation insurance, as required by Section 374Q,o of the Labor Code, for the performance of work for which this permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ I ertify 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' ompensation laws of California, and agree that if 1 should become subject to the w kers' compensation provisions of section 3700 of th Labor Code, I shall fort 'th comply with those provisions. Ar X Date e _ Si re o Applicant - ❑ Owner ❑ Contractor ❑ Age SHA permit is required for excavations over 5'0" deep an. de olition or construction structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 135.00 HAZ. D. FEES IMP FLOOD CDF pARC0. Po UE This permit is hereby issued under of the Butte County Code and/or indicated ov for hich fees have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. 0/1 Date i/ 2-10-02 DeteWHITE-D.D.S.- Receipt No. �— ANAY-ASES PINK -INSPECTOR P r„ ' a r . L NOTES RESIDENTIAL®f — 3 3 p t7�, '. • 039-410-078 -�— _ PERMIT NO..'_ _B ,. _ 00-0215 RANDS; `EVERETT & SANE 46 OLD. CHICO WAY CONTR: ADONIS POOL.SMCO cPOOV c` . t 4 1 SPECIAL CONDITIONS 11 SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 1 JOB FINALED Dat Signature CHECKED BY V = OK 0 = Not OK - = Not Applicable, • = Not Ready o MOBILE HOMES , ,ftp Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch Wood Awn.; Posts- Beams- Rftrs.-Con nectors Shthg.-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) Electric 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG 7. Well Clearance 8 Disconnect S. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card 3-1 Date MOEILE 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. -0. Exits; Insp.-Sketch -1. Cert. of Occupancy -2. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 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 S acks-Easements So' , Compaction -Structure Stability ool Structure; Steel -Connections -Thickness Dey"en-Lining Elec.; Receptacles and Lighting, Distance-GFI EI .; Pool Lighting; 15 Volts-GFI 1 Ele ; Enclosures; Conduit Entries -Terminals -Listed i-fiec.; Bonding; Metal w/5' -Circulating Equip. -Heater PlIfle-c.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. HeaAh Department Approval % �r 1R�j Mb.; Cir. Test-Watevirg'Upply Test [rb n JlAiaht Niche Date OJ and B-1 %?jG Date / 0 / Card B-1 /2 Date f z - C& Card B-1 , , % Date Card B-1 MISCELLANEOUS Rt 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 S acks-Easements So' , Compaction -Structure Stability ool Structure; Steel -Connections -Thickness Dey"en-Lining Elec.; Receptacles and Lighting, Distance-GFI EI .; Pool Lighting; 15 Volts-GFI 1 Ele ; Enclosures; Conduit Entries -Terminals -Listed i-fiec.; Bonding; Metal w/5' -Circulating Equip. -Heater PlIfle-c.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Pane lboards-Ins. to Main in Conduit 9. HeaAh Department Approval % �r 1R�j Mb.; Cir. Test-Watevirg'Upply Test [rb n JlAiaht Niche Date OJ and B-1 %?jG Date / 0 / Card B-1 /2 Date f z - C& Card B-1 , , % Date Card B-1 of OK Not Applicable = Not Ready RESIDENTIAL (; Date FRAMING (Continued) Underfloor (Plans) OK except #'s 46. 1. Zoning -Setbacks -Easements -Flood -Slope 47. 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 48. 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 49. 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 50. 5. Stemwalls, Main; Steel-Blockouts-Wrapped 51. 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 52. 6a. Hold Downs and Special Anchors 53. 7. Slab, Steel -Wrapped 54. 8. Piers -Fireplace Ftg.-Steel 55. 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 56. 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test 57. 11. Water Pipe; Test -Anchors -Regulator -Service Test 58. 12. Electric Underground 59. 13. Plenums & Ducts; Clearance -Material -Support -Ins. 60. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 61. 15. Access & Ventilation 62. 16. Insulation Date Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s PLUMBING (Permit) OK except #'s 63. 17. Water Htr.; Vent -Access -Combustion Air Baffle 64. 18. Water Pipe; Test & Anchor -Nail Protection 65. 19. D.W.V.; Test Fittings & Anchor -Nail Protection 66. 20. Shower Pan; Test, First Floor -Tub Access 67. 21. Test Tub & Shower, Second Floor -Tub Access 68. 22. Gas Pipe; Sixe & Anchors 69. Stairs & Rails Date Fireplace or Stove, Clearance -Hearth Card B-1 Date Card B-1 Date Elec. Outlets at Wood Panel, Int. & Ext. Card B-1 Date Card B-1 Date Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance ELECTRICAL (Permit) OK except #'s 73. 23. Fixture & Transformer Clearance -Ins. Protection 74. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 75. 25. Size Boxes & No. of Conductors Stapled 76. 26. Romex Installed Close to Edge of Studs & C.J. 77. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 78. 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 79. 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI 80. 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or Al Insulated Neutral p Yes I] No 81. 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 82. 33. Clothes Closet Light -Shower Light -Spa Light 83. 34. Smoke Detector 84. A.C. Unit Disconnect, Electrical -Plumbing Date Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Card B-1 Date Card B-1 Date Water Well, Disconnect, Electrical, Plumbing Card B-1 Date Card B-1 Date Exterior Elec. Trim, G.F.I. Receptacle -Underground MECHANICAL (Permit) OK except #'s 88. 35. A.C. Ducts Insulation & Support 89. 36. Vent Fan, Exhaust above insulation 90. 37. Condensate Drain & Overflow, Size & Grade 91. 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 92. 39. Attic Access & Platform if Furnace in Attic 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 FRAMING (Permit) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing c jingle & Duplex). Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rfng. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One T -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ID Yes 82. Following Instld./Drive ❑ Yes ❑ NoMalks :) Yes :1 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior 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: (Rev 12/96i 0 01 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 yP RMIT NO. APPLICATION AND PERMIT ASSESSORPAR CELNJMBER 039-410-078 ZONING BUILDING PERMIT OWNER EVERETT &JANE BRANDS 510 TELEPHONE 657 SO. Fr. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 46 OLD CHICO WAY, CHICO VAL20,000 CONTRACTOR'S NAME ADONIS POOLS TELEPHONE 891-1197 CONTRACTORS MAILING ADDRESS 12 PHEASANT RUN CT., CHICO 95973 CONSTRUCTION LENCER LENDERS MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAIUNG ADDRESS Plan Checking Fee $ BUILDINGADDRESS 46 OLD CHICO WAY, CHICO Ener Plan Checking Energy g Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF (A Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Additbn ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: POOL MASTER PLAN # 507-97 Gas piping system i - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE $ 35.00 ELECTRICAL PERMIT Filing Fee 20.00 Main Service 200AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. � y License Class �. — '�" — Lic. No. c, 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 owr.er 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. DWELLINGOCCUP. OR ADDNS. ( & ACC. BIDS. 3 5¢s0. FT. NEW CONST - NON-RESID. CU 97.50 POWER APPARATUS 6 SINOIE OUTLEr CIR. Ex. Occup. GuntT OR FIXTURES 20 @ 1.00 BAL Q .50 Ex. Occup. GFIx�eETS R p OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 POOL WIRING 1 30.00 30.00 PERMIT FEE $ 50.00 WORKERS' COMPENSATION DECLARATION I hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have End 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' com�po satin Insurance carrier and poll number are: Carrier 6�/`��/�- 1,�j�t%� 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 teat 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 law of California, and a e�that if I should become subject to the worker 'Com ation 3700 of the Labor Code, I shall fort At, c ly wit ose i ' ns. —3— 2 ODD- _ Date J OL,/ &at ur pplicant - or ❑Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures ober 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOT FE 33 .00 HAZ. D. FEES IMP FLOG CDF EL PD H ISSU This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have I By �11 PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date ! Q �� 6 /61 ate Receipt No. 280958 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF, BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT "PLICA TION DATA SHEET � OWNER: ASSESSOR PARCEL NUMBER: O 3q 41 / 0- C)'_� U Proposed Building Use: pFro Building Inspector: Date: ? 3 -.1oo 0 , - 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 iiem3 have been submitted -------------------------------------------------------------------------------------- El 2. Plot plans, 3/4, sets, signed by the preparer of plans. ------------------------------------------------------------ 03. ----------------------------------------------------------- ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 114. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ 0 6. Energy Design Compliance and supporting documentation. 4.. i ❑7. Statemeat of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Maters Form. ------------------------------------- . Manufactured Home data and installation instructions including Tie Down Specifications.------------------ ❑ 10. Fees cc $ ------------------------------------------------------------------------------------- ❑ 11. Impacl fees as shown on the attached schedule. ----------------------------------------------------------------- ❑ 12. Califomia Department of Forestry plan approval/fees. --------------------------------------------------------- ❑ 13 Flood elevation certificate. ---------------------------------------------------------------------------------------- 4. Sanitation an d plot plan approval0%Health Department. -----=------------------=------------ ------- ZR Tod ❑ 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: _. ❑ 1.8. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. EncroEchment Permit for driveway (construction approval prior to occupancy). ---. El 20. Pre -ins,, tion for required. Request to Building Inspector on 021. Contractor's license information. (Number, Name Style, Classification). 022. Workers' Compensation carrier and policy number. ----------------------- 023. Owner -Budder Verification (Given to owner ❑, Mailed to owner ❑). -- ❑24. Letter :)f signature authorization. -------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. -------------- ❑ 26. Letter :)f intent on building use. ----------------------------------------------- El 27. ---------------------------------------------.❑27. Manufactured Home utility clearance. --------------------------------------- 028. Existing violations and/or expired permits. ---------------------------------- 1] 29. --------------------------------.❑29. 1143 A, El Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ E130. Other: / When you issue the permit, process as follows ❑ Mail to owner, ErMail to contractor. ❑ Telephone and hold for pickup at615ce. 'vf' w'th inspector. '7%°AP$lic Copy of Haz Mat form sent ❑ Health Department, ❑ Fire Department ❑Air Pollution Date: By: Copy of plana sent ❑ Health Department, ❑ Fire Department, ❑ Other: Date: By: Index pem:it application for the above items numbered: 2. Additional items required (Date) i ❑ Plan Check List Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ BuildingDivision counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Di 'sion counter, by Date: Plans reviewed by: Date: Plans approved by: Date: 6 D f7 Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: E.H. USE NlY � Piot Plan Attached Floor Pian Attached Sant to S.0.2 TO: Building Department V FROM: Environmental Health SUBJECT: Sanitation Clearance Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public t�—' Private Well Clearance for j,/ dwelling. Other ' Hold final for: Final clearance O.K. for: 1. NOTE: Environmental Health Specialist Date �{-�,,.��'�!"" �-;,.-+'�•''-'—�• ' r�'..�;,re^HfaE,�F3r'�ti�„"i'�+Eir• �` � `�fiR • COUNTY OF BUTTE= h- BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES. 411 Main Street • Chico, CA • (530) 891-2751 x= 7 County Center Drive • Oroville, CA •:(530):538-7541 CORRECTION NOTICE OWNER PERMIT NO. 4� x A routine inspaction indicates that the following violations of butte county Ordinances exist at the L 4, 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 96ntact this office immediately. Date REV Q . r Inspector COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. r� APPLICATION AND PERMIT X _ Oa/5 ESSORPARCELNUMSER 039 1�/DO��ZONING 7 BUILDING PERMIT NER&JOhlid-D 4UZ6�g� -t-*htQ TELEPHONE SO. Fr, OCC. BUILDING VALUATION OWNERS MAI 76;DRE 9 Ie vo o CONTRACTOR'SE ' ^ -ly T� I N jq CONTWICTp ADDRESS Q J.9�3 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 000. oo ARCHITECT OR ENGINEER LICENSE NO. —Fling Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAKING ADDRESS Pian Checking Fee $ SUILDINGADDRESS Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SFX Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 /5',00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition❑odeell 0 Utilities ❑ Installation ❑ Describe Work: &5- 0 (-7— Q 3141 Other ❑ (:P() Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W I@20.00 PERMIT FEE S 3 S'. OO ELECTRICAL PERMIT Fling Fee 20.00 Main Service '.OA OR LESS 23.00 //�V ►1 il(" i1J % I (,� v V Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUR so ADONS. ( 6 ACC. DS. 3.50 UDS. NEWONS S.T. MULTI.OImtT NON•RESIO. @7.50 POWER APPARATUS 8 ISLE OUfIET CIR. Ex. Occup. OUTLET OR FIXTURES 200 t.o0 BAL a .SO Ex. Occup. D Ds APP,DLINIS°El 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Wisc. Wiring 23.00 30.00 301 PE IT FEE $ 50, Ob MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEt: $ Mobile Home Installation Fee $ Energy Inspection Fee $ GOD CONST. TYPE TOTAL FEE $ 33S ,Oa HAZ. 0. FEES I IMP I FLOOD I COF I PARCEL I PO I HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON Paw NOTES RESIDENTIAL 039410-078 99-2141 Q ie/ �va�% �.e G%�C ..y.PERgJT NO. NIX, TOM 46 OLD CHICO WAY, CHICO c">J CONTR: OWNER ' NEW SINGLE FAMILY `r.jot . SPECIAL CONDITIONS CHECKED'' BY �`•. SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS s' VERIFY USE PERMIT CONDITIONS _ SUB -STANDARD HOUSING LETTER _ OFFICE COPY Address' L .� / . G.t GASB y , Meter By `''°Dat - , Od ' ELECTRIC Meter By `" ~ Dater S f 'JOB FINALED Signature "=OK, 0 = Not OK n =Not Applicable: MOBILE HOMES = Not Reaay - Date MOBILE HOME UTILITIES (Plans) OK except #'s Zoning Requirements -Setbacks -Easements t 1. Zoning Requirements -Setbacks -Easements 3. 2. Soils; Special MH Support Sketch .+ Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 3. Sewer; Location -Test -Fall -C/O -Concrete 6. 4. Water; Location -Test -Easement Needed (Sketch) <v •Electric t ` 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 9. 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or / /"L"ft./ /'LPG Roof; Shthg-Roofing 7. Well Clearance 8 Disconnect 12. 8. Utility Clearance 11. Light Niche 1 Date Card Date Card B-1 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 li ate 5ECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements t 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors �7. <v •Electric t ` 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 t 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 f 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 1 Date Card Date Card B-1 Date -B-1- Card B-1 Date Card B-1 V = OK 0 = Not OK = Not Applicable Not Ready RESIDENTIAL (Single & Duplex) = Date i nderfloor (Plans) OK except #'s V. Ftg., Main; Soils-Elec. Grnd.-/ ! /" Fig. Depth" t5jv tg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth F g., Porches & Decks; Soils -Steel-/ /" Ftg. Depth V§Xemwalls, Main; Steel-Blockouts-Wrapped �. VemwalIs, Garage; Steel-Blockouts-Wrppped ¢V1ly9ra Downs and Spec' I q chors V. Piers -Fireplace Fig. -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 DUMBING (Permit) OK except #'s fter Htr.; Vent -Access -Combustion Air Baffle Pipe; Test & Anchor -Nail Protection e.W.V.; Test Fittings & Anchor -Nail Protection 3 CA -,W. Shower Pan; Test, First Floor -Tub Access 21. Te b & Shower, Second Floor -Tub Access 2 Gas Pipe; Sixe & Anchors Date 7 !jtO Q0Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Dae EVreTRICAL (Permit) OK except #'s 2e"FiVwtr& Transformer Clearance -Ins. Protection 24-eceptacles Spacing -Lights & Switches at Doors 2P1S-i oxes & No. of Conductors Stapled j�Aoqe1r1!jMaIIed Close to Edge of Studs & C.J. q ' . Ground made up w/Mech Fasteners -Bond Gas & Water lance Circuits in Kitchen & Conductor Size GFI ubf ue Size / al4ga. Cu o AI A.C. Wire Size,&P/gaorAj 3 ange ircle / ga Cor AI -Oven Circ. / / ga Cu or AI I ated Neutral Yes O No PO"Service-Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. CI9jhes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 Date Card B-1 Date 20/61 Card B-1 A^ Date Card B-1 Date ME NICAL (Permit) OK except #'s Ducts Insulation & Support ent Fan, Exhaust above insulation o nsate Drain & Overflow, Size & Grade Fu ce-Vent Access -Comb. Air -Return Air Vent 115 outlet 2000'Attic Access 8 Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B•1 hj0Date Card B-1 Dade RAMING (Permit) OK except #'s 40,'Sit,%,PToper Materials & Anchors Walls suds -Nailing Spacing & Braces -Plates -Sound Fin alls over Girders & Floor Nailing V1DrafjZtop in Walls (rat proof) re Stops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date 0. r gers-Post Caps -Anchors -Connectors dpOrCling. Joist-Rftr. Ties-Purlin-Roll Brac S g.- 02- 0-r, Ties or Type A Flue -Fireplace roat Clearance 46.' --Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5 Windows or Exiting Doors -Sill Ht. & Dimep�l<s 11Y1 /40 Garage Fire Protection Framing G aro r' ' L 52-Prepe4y.6wie-Firewall & Openings FN 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits airs; i th-Headroom- Rise- Run- Landing- Fire Protection ood on Roof Overhang -Attic Vents -Rafter Outriggers 5 Si ' -Nailing Veneer S ucco Mesh -Drip S ed -Fd. Vents-Underflr. Access Glazing Area- ss Protection -Skylights -Plastic 61. Ins Panels Date p Card B-1 jW Date ZBQ% Card B-1 Date Z ;A:V Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Qjt brmoke Detector 6 urnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection Qa-Aredroom Exiting 6%--1 F.I. & Bath Fixtures & Tub Access -Spa G$iErec. Trim & Subpanel, Breaker Sizes & Labels ails Fireplace or Stove, Clearance -Hearth 7A--I!qe-c. Outlets at Wood Panel, Int. & Ext. i ixt. & Appliance; Ground -Air Gap -Cooking Clearance lec. Outlets & Receptacles at Kit. Counter 7 arage Fire Door; Swing -Landing -Closure 4-1 C. Duct in Garage -Damper 7A-'Wtr. tr.; Vents -Clearance -Comb. Air Connector-P.R.V. i Yar. e; Above Floor-Mech. Protection Elec. & Mech. Equip. Listed for Location D"Iflec. Receptacles in Garage (F.F.I.)-Romex Protection -sudation-Foam-Looked in Attic uard Rails & Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes No/Planters ❑ Yes o Brown -Finish C. Unit Disc ect to ell, Disconnect, Electrical, Plumbing . Exterior Elec. Trim, G.F.I. Receptacle -Underground Saev'entilation Throughout House fuss Protection go-torrectio s from Previous Inspections 3o R& a st-Meters Tagged, Gas -Electric r & Sewer Connected -C/O to Grade -HD Approval pergy Compliance Certificate -Other Certificates Address Posted Date VNIQ d Card B-1 Date Card B-1 Date 11 Card B-1 Date Card B-1 DateVVQ J Card B-1 Date Card B-1 Comme s Final: CERTIFICATION OF INSULATION 1 ADDRESS OR TRACT SACRAMENTO INSULATION CONTRACTORS LOT # ❑ P.O. BOX 854, WEST SACRAMENTO, CA 95691 LIC. #202026 ❑ 1309 MELODY ROAD, MARYSVILLE, CA 95901 LIC. #202026 ❑ P.O. BOX 9651, FRESNO, CA 93793-9651 LIC. #202026 ❑ P.O. BOX 1631, RENO, NV 89505 LIC. #10675 ❑ 3326 A PONDEROSA WAY, LAS VEGAS, NV 89118 LIC. #10675 GATE INSULATION COMPLETED SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.O. MANUFACTURER OCF SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS & BLOW MANUFACTURER'S PRODUCT I.D- MANUFACTURER OCF SQUARE FEET) TYPE OF INSULATION MATERIAL FIBERGLASS FORM BATTS MANUFACTURER'S PRODUCT I.D. MANUFACTURER OCF MATERIAL MANUFACTURER THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN C MATERIAL STANDARDS AND REGULATIONS. TORE -IN. CATION CO R R TITLE ' MANAGER SI URE -GENERAL CONTRACTOR TITLE REMARKS: ' SIC -303 BUILDER COPY W R GRACE 'ORMANCE WITH APPLICABLE CODES, DATE BAGS R -VALUE INSTALLED APPLIED THICKNESS R - VALUE INSTALLED APPLIED THICKNESS MIN. INSTALLED WEIGHT PER SOUARE FOOT R - VALUE INSTALLED APPLIED THICKNESS �g :3 l�- a KNEE WALLS IF R -VALUE IS OTHEA THAN WALLS ABOVE MATERIALy FIBERGLASS FORM BATTS R VALUE MANUFACTURER OCF AIR INFILTRATION SEALANT MATERIAL MANUFACTURER THIS IS TO CERTIFY THAT INSULATION AND/OR SEALANT HAS BEEN INSTALLED IN C MATERIAL STANDARDS AND REGULATIONS. TORE -IN. CATION CO R R TITLE ' MANAGER SI URE -GENERAL CONTRACTOR TITLE REMARKS: ' SIC -303 BUILDER COPY W R GRACE 'ORMANCE WITH APPLICABLE CODES, DATE 77 a,$$ p COUNTY OF BUTTE BUILDING DIVISION' DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA •.(530) 538-754' CORRECTION NOTICE" N; x _ 5'9 a�f/ OWNER PERMIT NO. •: �. 'a 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. c /G c 'e - f, 2,v S,ta // -Iu ti __ z r'o e '0 7. � LA i TSS y, j• Date Inspector REV q972 �p.1y'A�MIy.� h - %F-�Itirsr-.Y.'R++✓�i'�.i.w-•r: } :\. V,— . -413..._-"W. 1s."+. °Dt3 a` COUNTY OF BUTTE BUILDING DIVISION ; DEPARTMENT OF DEVELOPMENT SERVICES 411 MainStreet •,Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 53&7541 CORRECTION NOTICE OWNER PERMIT NO. A routine insp tion indicates that the following violations of butte county Ordinances exist at the above addr s 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 ex pl nation, please It/ tact this office immediately. Date Inspector /amu l's��� REV 1 !92 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 X, 13�I OWNER PERMIT NO. A routine ins)ection 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. N� e Ie G 'L . e v: ams ire 47 i.�- N S 3 '4-r/i4-vyTvi D t/f Date ' % 10400 Inspector REV /0/92 R COUNTY OF BUtTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION C� 17 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 ERMIT NO. ' �941� (Rev. 12/96) APPLICATION,AIVD'PERIUIIT �-,- ASSESSOR PARCEL HUMBER Wtl ®® ffi 039-410-078 ZONING A20 BUILDING PERMIT OWNER TOM NIX TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 720 CHURCHILL DRIVE, CHICO 95926 2531 R-1 136,674.00 75-1 U 0 CONTRACTOR'S NAdEOWNER TELEPHONE 366 C 4,749-00 CONTRACTORS MAdING ADDRESS CONSTRUCTION LEFIDEA LENDER'S MAILING ADDRESS Fireplace 0000 ' Total Valuation $ 1-56,486.00 ARCHITECT OR ENGNEEA LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 839.00 ARCHITECT OR ENONEER'S MAILING ADDRESS Plan Checking Fee $ 545 39 BUILDING ADDRESS 46 OLD CHICO WAY, CHICO Energy Plan Checking Fee $ 23.00 $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF EX Duplex ❑ Mobilehome ❑ .Other____ sPECIw 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 IX Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: 4 BEDROOM 3 BATH 3 CAR GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ 186.00 ELECTRICAL PERMIT I Filing Feel 20.00 Main Service z°0oon oR mss 1 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 force and effect. �L 7� % License Class � Lic. No. .7 7' G / OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC, gLOS. SO 114.95 3.5Qs: NEW CONST. ANC.OUTLET @7.50 a O.W.E.R PPi RA cla. Ex. OCCU °SHAT °R FIXTURES 20 @ 1.00 BAL @ .SO Ex. Occup. DFUTLEE°TA galp,OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 157.95 WORKERS' COMPENSATION DECLARATION 1 hereby affix m 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 perfo!mance 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 %orkers'� ensation insurance carrier and policy number are: Carrier _y`j MECHANICAL PERMIT Filing Fee 1 20.00 Heating 125.00 Cooling 25.00 Hood 6.50 Ventilation • �U PERMIT FEE $ z5JAX!R5 90.00 Policy Number Z 5 100Mobile (The above sections need not be completed if the permit is for work of a valuation of ore hundred dollars ($100) or less.) ❑ 1 certiy that in the performance of the work for which this permit is issued, 1 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 worlo-ars' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Y�RftDate - Signature of Applica t Owner Contractor ❑ Agent An OSHA parmit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Home Installation Fee $ 46.00 Energy Inspection Fee $ CONST. TO AL FE $ V 1 907.30 Az. D IM FLoo cOF PAgc PD HD Iss This permit is hereby issued under of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON I the applicable provisions Resolutions to do work been paid. to p IF De ReceiptNo. IN 273972/$648.35 S ,9'r WHITE-D.D.E.-B. D. CANARY -ASSESSOR PINK-INSPEVOR GOLDENROD -APPLICANT y AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DMSION 7 COUNTY CENTER DRIVE OROVILLE, CA 95%5 COPY of Document Recorded 04 -Nov -1999 1999-0046697 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 Abe 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: See Exhibit "One" attached hereto for legal description Date October 27, 1999 PROP TY OWNERS: L Tom Nix State of California ) County of Butte ) On October 27, 1999 before me, J. Whitsett, Notary Public personally appeared Tom Nix personally known to (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. WITNE$ y han and official seal _ Signature \` Seal: M " " " J. WHITSETT COMM. # 1229842 7D L J -NOTARY PUBUC-CAUfORNIA tp Q COUNTY nr BUTTE Comm. Expires Aug. 20, 2003 w A.P. # 039-410-078 Crder iso. 202435 EXHIBIT "ONE" PAR_ Being Lots 22, 23 and 24 a portion of Polk Street and Olive Street, as shown on that certain Map entitled, Glendale Addition to Chico No. 1 ", which Map was filed in the Office of the. Recorder of the County of Butte, State of California, on April '1 1, 1907, in Book 6 of Maps, Page(s) 45, and more particularly described as follows: Beginning at the Southwest corner of said Glendale Addition to Chico No. 1; thence along the Westerly line of said Glendale Addition to Chico No. 1, North a distance of 176.00 feet; thence East a distance of 245.00 feet; thence South a distance of 160.00 feet; thence West a distance of 198.00 feet; thence South a distance of 16.00 feet to the Southerly line of said Glendale Addition to Chico No. 1; thence along the Southerly line of said Glendale Addition to Chico No. 1, West a distance of 47.00 feet to true point of beginning. PAR_ An easement for road and utility purposes, described as follows: Beginning at the Southwesterly corner of that certain Map entitled, "Glendale Addition to Chico No. 1 ", which Map was filed in the Office of the Recorder of the County of Butte, State of California, on April 11, 1907, in Book 6 of Maps, Page(s) 45; thence along the Westerly line of said Glendale Addition to Chico No. 1 North, a distance of 206.00 feet; thence East, a distance of 838.00 feet; thence North a distance of 146.00 feet to the Northerly line of said Glendale Addition to Chico No. 1; thence along the northerly line of said Glendale Addition to Chico No. 1 East, a distance of 38.80 feet to the Easterly line of said Glendale Addition to Chico No. 1; thence along the Easterly line of said Glendale Addition to Chico No. 1 South 40° 00' 58" East, a distance of 32:97 feet; thence South a distance of 326.75 feet to the Southerly line of said Glendale Addition to Chico No. 1; thence along the Southerly line of said Glendale Addition to Chico No. 1 West, a distance of 60.00 feet; thence North a distance of 146.00 feet; thence West a distance of 791.00 feet; thence South a distance of 146.00 feet to the Southerly line of said Glendale Addition to Chico No. 1; thence along the Southerly line of said Glendale Addition to Chico No. 1 West, a distance of 47.00 feet tot he point of beginning. EXCEPTING THEREFROM all that portion lying within Parcel I, described herein. PAR_ A non-exclusive easement to be used in common with others for road and public utility purposes, with the right of construction, repair and maintenance of said purposes and other incidental purposes over the Southerly 15 feet of Lot 6 and the Northerly 45 feet of Loi thesOff Office of theshown on hat certain Recorder of theentitled, ntty of Buutte, State Stanley o f Map filed d California,Califo nia, on May 7, 1906, in Book 6 of Maps, Page(s) 105. continued 2 C dpr No. 202435 PARCEL IV: A non-exclusive easementfor ingress, egress Janda public utility purposes over the in Westerly 60 feet of the 9 s Al that.portion of Lot 10, lying South of a a's shown on that certain M p ent fled, "Map portionne drawn due West from he northerly of Lot 14 to the .West line of said Lot 10, showing Subdivisions of the Mtoof thesh rCounBty utte of Butte.,State County, fornia", which Map was ofCalifornia, on October filed in the Office of the Recorder 27, 1900, in Book 2 of Maps, Page(s) 164. wn on that certain Map entitled, EXCEPTING THEREFROM Lots 1 through 28, as wa filed in the office of the Recorder Glendale Addition to Chico No. 1 , which Map "Glendale the County of Butte, State of California, on April 11, 1907, in Book 6 of Maps, Page(s) 45 'Assessor's Parcel No: 039-410-078 3 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District S/`� Building Department No. A.P. Number Q 3�— ? _�� j�Grisdiction: City County Property Owrer Property Location/Address %n C� (,)j o (I Subdivision Lot No. i8 :..........................................................................:...................................... n 531, Residential Development LKJ U Sq. Footage C No of Living Mobile Home Addition/ *Supplemental to (Group R) Units Installation Conversion Permit 0 '(No foundation inspection); :................................................................................................................... CommerciaVIndustrial I= . New Addition Building Department Representative moor runs reviewed oy acnooi uistnct versonneo District Identification No. ncoa 5 (Q School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date (Applicant) P. b . rl?> (Street Aderess) _ (Phone Number) (City) has complied with the requirements of Resolution No representing (� square feet. School District Representative Paid by Cf eck J/ �* Remarks: (State) (Zip Code) 7y0 '9;r by payment of $ I y 88y �3 AB 2926 S FULL MITIGATION $ //A/Av Date 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(x), 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. ! j If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by t" -we applicable Local Planning Agency ithat this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to.fully mitigate its impact on the school district's schools. White (app icant), Yellow (building department), Pink (school district) teeform.xls (10i99)dmm i f f �y BUTTS COUNTY PARRS DEVELOPMENT'`FEE CERTIFICATION -FORM CHICO AREA RECREATION AND PARK DISTRICT Assessor Parcel Number(s)035- 441 b - d 8 Property Owner TIAL 1A. Project Location/Address 44 n (Q_M 0 �Vj b� I I )u, Subdivision Lot Number(s) Residential Development: (check one) New Development Alteration/Addition Total Number of Dwelling Units Comment: Building Department Representative _Mobilehome(s) _Non -Residential to Residential i-17c� Date Chico Area Recreation and Park-District(CARD) certifies that 78. (Applicant Name) (Phone Number) (Street Address) (City) W (State (Zip Code has complied with the requirements of Butte Co. Resolution No. 90-140 by payment for dwelling units @ $1,189 for total payment of $ �,41 R� CARD Representative PAID BY CHECK NO. �� REMARKS: BANK NO. Cb— ? It,,, -2 - PAID t,,, -2 - PAID BY"CASH RECEIPT NO. Distribution: White --Applicant Pink --CARD park.fee (form revised 1.1/90) J1 �W- 41 lggct Date I . Yellow --Butte Co. Building Dept. Goldenrod --City of Chico Building Dept. IVU/99 H1:390 WAffbi"t ;HEPIK, $IIRA COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (530) 538-7541 C PERMIT NO IRev.12/96)'L- -° APPLICATION AND PERMIT ASSESSOR PARCEL NUMB U --O2© // UU Z077 26) BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. I BUILDING VALUATION 7 U / o . OWNERS ADONIEt • � CONTRALTO '8 WARE TELEPHONE /_ A O �V 4 CONTRACTORS MALMO ADDRESS CONSTRUCTION LENDER Fire lace LENDER'S "UN(11 ADDRESS Total Valuation $ ARCHITECT OR ENGIMM LICENSE NO. Ellin Fee $ 20.00 Permit Fee $ ARCHITECT OR DIMEERS VAIL,N, ADDRESS 0 Plan Checking Fee S , SUL°IH°ADDREss Energy Plan Checking Fee S23. On a PERMIT FEE LOT NO. SUBDNV610M8141AW PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 ,0(� USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF X Duplex O Mobilehome O Other Water piping 15.00 Each gas water heater or vent 15.00 sPECFy TYPE OF WORK Gas piping system 1 - 5 outlets 15.00 16.Ao New A Addition ❑ 13 Utilities O Installation Other ❑ Buildingsewer 15.00 0 JRemodel 0 Mobile Home S G W @20.00 Describe Work: � &C A.42t 1 ick 3 can rPERMIT FEE t ELECTRICAL PERMIT Filing Fee 20.00 Main Service 800V VOA OR LLESS 23.00 L( Main Service 200A TO LOOOA 46.00 f NEWS7. NO OCCUP. SO OR AODNDMs. -. d AcA.c. erns. 3.5¢FT: NEW CONST. NON•RFSID. MULTI-OUTLETRANCH CIRCUITS @7.50 POWE3i APPAMTUS S= OLlRET LIR. EX. OCCUp. oLrrLEr OR FIxTLxIEe 20 &w ® I.S0 ///��� �/�✓�) \ / / (') Ex. Occup. ovM0, aL o.°REw 5.00 —Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 /lam PERMIT FEE _ 'S MECHANICAL PERMIT Fling Fee 20.00 I /r Heating .0 D Coolino Cbi�� • Hood 6.50 r j Ventilation a � (� PERMIT FEt S Mobile Home Installation Fee $ \ Energy Inspection Fee 1 $ 416, i CO T TYPE TO AL FEES qn t. 3o MAZ. 1 0. FEES I4 O I COFPARC PO NO BSUE � 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 -- --- -(0u01.. - COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVIL_LE; CALIFORNIA 95965 - TELEPHONE (530) 538-7541` PERMIT APRUCA TION DATA SHEET OWNER_: �uZ;fti2ml, ASSESSOR PARCEL NUMBER: Proposed Bolding Use: Building Inspector: / y Date: (>- /I - <i9 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 -------------------------------------------------------------------------------------- E12. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4-Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- y p (required prior'to plan review) No faxes! ------------------ t Ener Desi Compliance and supporting documentation; s ` 1 i' X ' n esr truss details and layout in duplicate re uired Design P PP g =--------------------------------------------- r' ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. 4 ------------------------------------------------------- ❑8. Hazarcous Material Form. ------------------------------------------------------------------------------------------ ❑ ,. ictured Home data and installation instructions including Tie Down Specifications.-----------------= Yo.ees of $ ! 5 ,q 5 +��-� --------------------------------------------------------------------- . pant fees as shown on the attached schedule. -C;rJ --------------------- ❑ 12. California Department of Forestry plan approval/fees. I -------------------------------------------------- 0 13 Flood elevation certificate. --------------------------------------------- ��4_Sanihation and plot plan approval Health Department. ❑ 15. City of Chico plumbing permit. --------------------------------------- ❑ 16. Plot clan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: (B) Parking: ❑ 1_ 8.R ntact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ----------------------- %4 Lncroachment Permit for driveway (construction approval prior to occupancy). — ----------- 00. =inspection for required. Request to Building Inspectorlon t r7Contractor' 's license information. (Number, Name Style, Classification). ------------------------------------ Ps' Compensationarrier cand olic nwri o k rbeer.----------------------------------------------------------- (Date) ❑23.Owner-Builder Verification (Given to owntj err Mailed to owner ❑).-------------------------------------- ` ❑2 Letter of signature authorization. --�---'.------------------------------------------------------------------------ Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. Z------------------------------------------------------------------------------- ?" ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- ❑28. Existing violations and/or expired permits. ---------------------------------------------------------------------- #0 . 0433 A, Grant Deed, ElM.H. Title, ❑ Check to H.C.D $ .--------------- 0. Other: )_ �� dQ - 57 ?-• y ------- When you issue the permit, process follows ❑ Mail to owner, ❑Mail to contractor. C1 Telephone 3Ts- t'a/ %e and hold for pickup at C iC U -office. ❑ Deliver with inspector. Applicant. Date: /� 7 Copy of Flaz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Pollution D : By: Copy of pans sent ❑ Health Department, ❑ Fire Department, ❑Other: Date: By: 1. Index permit application for the above items numbered: Plan Check List 2. Additionalitems required: ^< 0" Contractor,designer, owner, was ad6ed of the above required data by ❑ phone, ❑ , 11Building Division counter, by Date: ContiOr, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building j�* on counter, by Date: Plans reviewed by: Date: Plans approved by: _ Date: j, B h\ Sets of plans on hold in o Plan Cabinet, ❑ A.P. folder. Note transfer by: A`r:z'• . Date: I` vAn,,.,, r,,,,., _ rio..,.+�,o„* ,.fr�o..oi,.....,e... ce....,.e.. D..:1.1:-, .. T:-.:,.:.., . iR`.i$'li?li.. •; . TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance 1� E.H. USE ONLY Plot Pian Attached A 5 Floor Plan Attache Sant to B.D. I Owner Location AP# Plan Approved for: Sewage Disposal ✓ Water Supply: Public VI Private Well Clearance for -,/ dwelling. Other kA Hold final for: Final clearance O.K. for: NOTE: op 14 zo to Environental Health Specialist D mate 8196 N 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 PROPOSED BUILDING USE 1 DING PERMIT FEES Balan'e Due ................. $ 5�• Q 5 -- Additional Fees Due ........... $ -- Additional Fees Due ........... $ e-- ised Plan Checking Fee ....... $ 2. SCHOOL DISTRICT FEES C kAIA? ��paid at District Office) 3. SHERIFF FEES (paid at Building Division) - Residential ........ x $360.00 = $30-00 Units Commercial (sq.ft.)... x $0.03 = $ Sq.Ft. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit) . x : = $ #Units Amt. Commercial (sq.ft.) .. x =$ Sq.Ft. Amt. 5. RECREATION DISTRICT FEES (paid at District Office) C. 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 A.P. #_6 39- L11 D - 0-48 DATE /0— 1I 9 RECEIPT # - DATE REC 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. APPLICAN DATE /0/11 % / Pursuant to Government Code Section 66020, you are hereby notified that items 2,3,4,5,6,8,9, 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. 2/97) May 26, 1994 Patrick S. and Jill Bernedo 368 East 5th Street Chico, CA 95928 butte county PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7601 FAX: (916) 538.7785 RE: Application for Determination, AP 039-410-063 Dear Mr. and Mrs. Bernedo: At the regular meeting of the Butte County Development Rview Committee held on May 23, 1994, the Committee granted a Certificate of Compliance for the above - referenced property. There are no conditions, but there will be a note as follows: "This certificate of compliance relates only to issues of compliance or non-compliance with the Subdivision. Map Act and local ordinances enacted pursuant thereto. The lot or parcel described herein may be sold, leased, or financed without further approval pursuant to the Act or the County of Butte subdivision ordinance. However, development of the lot or parcel may require issuance of a permit or permits,- entitlement(s) or other g�ant(s) of approval. This certificate of compliance in no way constitutes an indication or implies an obligation that any permit, entitlement, or other grant of, approval will be,issued or granted by the County of Butte for any development project, building, construction or installation on the described lot or parcel." There, is a fifteen -day appeal period before this certificate can be recorded unless you, sign and return the enclosed waiver waiving your right to appeal the committee's decision. Should you have any questions regarding this matter, please contact this office, Monday through Thursday from 8:00 a.m. to 4:00 p.m. at 538-7601. , Very truly yours, arryM. Ho an Ian ' g Mahs&r BKH/ds attachment cc Planning Division - Environmental Health Department Building Division 0 Patrick S. and Jill Bernedo 368 East 6th St. Chico, CA 95928 Dear Mr. '& Mrs. Bernedo: . ......... utte ount e,f LAND OF NATURAL WEALTH AND BEAUTY LAND DEVELOPMENT DIVISION . DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7266 FAX (916) 538-2140 September 20, 1995 RE: A -P_039-41-0-0.6.3 Certificate of Compliance Enclosed please find the Certificate of Compliance which was issued by the Butte County Development Review Committee and recorded on August 28, 1995, under Serial Number 95-029252 in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at 916- 538-7266, Monday through Thursday, 8:00 a.m. to 4:00 p.m. Very truly yours, 7 Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: Environmental Health Department.. Building Department Planning Division, ATTN: CRAIG n i 0 Patrick S. and Jill Bernedo 368 East 6th St. Chico, CA 95928 Dear Mr. '& Mrs. Bernedo: . ......... utte ount e,f LAND OF NATURAL WEALTH AND BEAUTY LAND DEVELOPMENT DIVISION . DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7266 FAX (916) 538-2140 September 20, 1995 RE: A -P_039-41-0-0.6.3 Certificate of Compliance Enclosed please find the Certificate of Compliance which was issued by the Butte County Development Review Committee and recorded on August 28, 1995, under Serial Number 95-029252 in the office of the Butte County Recorder. If you have any questions concerning this matter, please contact this office at 916- 538-7266, Monday through Thursday, 8:00 a.m. to 4:00 p.m. Very truly yours, 7 Stuart Edell Manager, Land Development Division SE/kp Enclosure cc: Environmental Health Department.. Building Department Planning Division, ATTN: CRAIG -- AFTER RECORDING RETURN TO: Department of Public Works LAND DEVELOPMENT DIVISION CERTIFICATE OF COMPLIANCE 95-029252 1 Recorded I Official Records I County of ) Butte I Candace J. Grubbs- Recorder rubbs Recorder I 9.03am 28 -Aug -95 I Issued to: Patrick S. and Jill Bernedo 368 East 6th St. Chico, CA 95928 y5-29252 Rec Fee 6.00 Check 6.00 PUBL XX 1 This Certificate of Compliance is hereby issued by the County of Butte to certify that the land division which created the parcel of property identified below complies with the applicable provisions of the Subdivision Map Act and of Chapter 20 of the Butte County Code. 1. Assessor's Parcel Number: 039-410-063 2. Property Location: On the south side of Polk Street, approximately 800 feet west of its intersection with McIntosh Avenue. Chico area. Description: All that certain property located in the County of Butte, State of California, more particularly described as follows: Lots 24, as shown on that certain Map entitled, "GLENDALE ADDITION TO CHICO NO. 1 which Map was filed in the Office of the Recorder of the County of Butte, State of California, on April 11, 1907, in Book 6 of Maps, at Page 45. TOGETHER WITH Rights-of-way of record recorded in the office of the Butte County Recorder under Serial Number 90-007958. Issuance of this Certificate is conditional upon the following condition(s) which have been imposed pursuant to the Butte County Code Chapter 20-166 and Government Code, Section 66499.35 (b), to protect the public health and public safety: NONE NOTE: This certificate of compliance relates only to issues of compliance or noncompliance with the Subdivision Map Act and local ordinances enacted pursuant thereto. The lot or parcel described herein may be sold, leased, or financed without further approval pursuant to the Act or the County of Butte Subdivision Ordinance. However, development of the lot or parcel may require issuance of a permit or permits, entitlement(s) or other grant(s) of approxal. This certificate of compliance in no way constitutes an indication or implies an obligation that any permit, entitlement, or other grant of approval will be issued or granted by the County of Butte for any development project, building, construction or installation on the described lot or parcel. State of California, County of Butte, on before me, Stella L. Spoor, personally appeared, Stuart Edell personally known to me to a the pers n whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his authorized capacity, and that by his signature on the instrument the person, or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal. Stella L. Spoor Comm. "036525 OTARY PUBLIC CALIFORNU BUTTE COUNTY Comm. Expires March 0.1007 County of Butte Development Review Committee . END OF DOCUMENT END OF DOCUMENT NELS A. CHRISUNSEN JOHN D. SCHWARZ, JR. 1AW OFFICES OF CHRISTENSEN & SCHWARZ 45 Main Street Post Office Box 676 CHICO, CALIFORNIA 95927 March 12, 1996 ML . lie -L I 'r; . McCabc Butte County Counsel 25 County Center Drive aroville, CA 95965 Re: Patrick S. Bernedo Dear Neil: n�«` e1.e hone: 916/343-5875 � '400*3-6454 Ata' 13 1996 )1Dvi11R, "WOrnia This letter follows our dis cuss regarding the basic terms of a settlement of the disputen the County of Butte ("County") and Patrick S. Bernedo ("Bregarding the use/development of the Glendale Subdivision,'y known as Butte County Assessor's Parcel Numbers 039-410-040,' through 039-410-067, inclusive (the "Property"; a copy of a portion of the Record of Survey filed March 27, 1992 at Book 124 of Maps at Page 77-78, Serial Number 92-13299, is attached hereto as Exhibit "A" and is hereinafter referred to as the "Survey".) This letter is offered in the spirit of compromise -.--of said dispute and, as, such, the terms of .this letter would not be admissible in any litigation between County and Bernedo with respect to these issues. We have discussed that the final resolution would be set forth in a settlement and release agreement between County and Bernedo. This letter contains what I understand to be the basic terms of the settlement, as follows: 1. Bernedo would provide County with a release of claims as to County's actions regarding the Property prior to the settlement. 2. Lots 7-12 and 19-24, inclusive, as shown on the Survey and the Merged Lot (as defined in paragraph 3 below) would be recognized as "legal lots" for development purposes and under the Subdivision Map Act and Chapter 20 of the Butte County Code. Mr. Neil H. McCabe Page 2, March 12, 1996 Re: Patrick S. Bernedo 3. Lots 1-6, 13-18, and 25-28, inclusive, as shown on the Survey would be merged into a single parcel (the "Merged Lot"). Said merger would be effected without fee to Bernedo. 4. County will agree to issue development permits (including building and septic permits as described in paragraphs 5 and 6 below) on Lots 7-12, 19-24 and the Merged Lot (collectively the "Lots"). 5. Septic permits would be issued by County, without fee, from the orifi nal .12 arplipations applied for. on or about April 25, 1990. Since the Nitrate Action Plan has been dropped in the subject neighborhood, 3 bedroom permits will be issued instead of the 2 bedroom permits applied for under the Nitrate Action Plan. A septic permit will be applied for by Bernedo covering the Merged Lot. County will agree to issue this permit upon payment of applicable fees. A building permit will be issued, from'the original building permit applied for on or abo}Zt October 31, 1990, on Assessor's Parcel Number 039-410-058. (.Building permits for the remaining Lots will be issued without any adverse conditions. -or actions by County. Building setbacks for all Lots will be at SR -1 zoning standards. 8. Road standards to be RS -3, #C, Minor Road, on portions of the street fronting -and siding the Lots. The -portion of the road from Diamond Avenue to the Property will be kept within the existing trees and landscaping. The road will be paved and approximately 20-22' in width. See Exhibit "B" for specific depiction of road standards. 9. No drainage system currently exists in the subject neighborhood. County will not require the installation of any County approved drainage system for the development of the Lots. 10. Water for the Lots will be from California Water Service and will be Bernedo.'s responsibility. 11. Utilities for the Lots will befr-em__p-& the responsibility of Bernedo. t I understand that you will review these basic points with County staff and provide me your comments on these points, as well as your suggestions regarding the format and language of the settlement agreement itself. Please provide these comments to me at your Mr. Neil H. McCabe Page 3, March 12, 1996 Re: Patrick S. Bernedo earliest convenience. 'I (and Mr. Bernedo) am available to meet with you and County staff if you think such a meeting would be productive and expedite the process of finalizing the resolution of this matter. Thank you for your assistance with respect to this matter. Sincerely yours, CHRISTEN�EN & SCHWARZ By: JOHN D. OCHWARZ, JR. JDS/srm Attachments cc: Patrick S. Bernedo w OVNt SUSAN MINASIAN COUNTY COUNSEL 3y -VI 63 OFFICE OF COUNTY COUNSEL COUNTY OF BUTTE 25 COUNTY CENTER DRIVE / OROVELLE, CALIFORNIA 95965-3380 / (916) 538-7621 / PAX (916) 538-6891 COUNTY or- Ruitt BUILDING DEPT MAI .; 6 19�;Sa John Schwarz, Esq. 45 Main St. Chico, CA 95928 Re: Patrick S. Bernedo Dear Mr. Schwarz: NEIL H. McCABE AMISTANT COUNTY COUNSEL DAVID M. McCLAIN CHIEF DEPUTY COUNTY COUNSEL GREGORY P. EINHORN CHEF DE U11 -T COUNTY COUNSEL May 15, 1996 F((-�i 4fAl/ 0_9ef - q!O - 0 6 3 �/T' /S'`� 'I have met with three other County staff.members, namely:' Stu Edell, Land Development Division, Public Works; Tom Reid, Environmental Health; and Mike Vieira, Building Division, Development Services. The four of us reviewed your letter of March 12, 1996, and offer the following comments regarding it.. The numbers below correspond to the numbered sections of your -letter. 1. It is agreed that the release would be an essential part of the agreement. 2, 3 and 4. Under these settlement terms, a total of 13 lots would be developable, and building permits and septic permits would be issued as to each of them. The 13 lots are Lots 7-12 and 19-24, inclusive, as shown on the record of survey recorded under serial #92-13299. The 13th parcel would be the parcel resulting from the merger of all the remaining lots, namely, Lots 1-6, 13-18 and 25- 28, ,inclusive. That portion of the merged parcel 'consisting of Lots 25-28 would be separated by McIntosh Avenue (formerly Oak Street) from the remaining portion of the merged parcel. This development configuration is not acceptable. Although the 'reduction in the total number of parcels does move in the. direction of compliance with the existing zoning and general plan provisions, 12 of the lots remain as currently depicted (8580 square feet each), which is much smaller than envisioned by the General Plan and Zoning and also much smaller than the developed lots in the adjacent Stanley Park area. The 13th parcel resulting from the merger is also much smaller than envisioned by the General Plan and Zoning and too small to be effectively utilized for agricultural purposes. No other open space purpose has been specified for the merged parcel, and it would not be a common area benefitting the smaller lots. . i .1; John Schwarz May 15, 1996 Page 2 It would be more desirable for each contiguous pair of lots to be merged into one resulting parcel. For instance, Lots 11 and 12 would merge into one new resulting parcel, and this pattern would be repeated for all those lots west of McIntosh Avenue. This would create 12 new resulting parcels. Lots 25-28 would be combined and merged into one new resulting parcel east of McIntosh Avenue. Such mergers would make the resulting 13 parcels developable pursuant to Butte County Code Section 26-7 (copy enclosed). That section, on its face, makes the existing lots undevelopable, since they do not meet the minimum parcel area specified in the applicable zoning ordinance. Even more desirable would be a merger resulting in one acre lots. This would come closer to complying with the spirit of Butte County Code Section 20-180.2(f) (copy enclosed), which indicates that merged lots must comply as closely as possible to the minimum parcel area of the applicable zoning ordinance. Such lots would be more compatible with the nearby developed lots in Stanley Park, would allow for a more creative design for the lots and road, and would have significantly greater market value than the smaller lots. We would be very receptive to urging the Board to accept a settlement including such a redesign. Please note that the merger could be approved administratively, in accordance with the settlement terms. (Mergers are approved by the Director of Development Services, not by the Planning Commission or Advisory Agency, and are appealable only to the Board itself.) I realize that Mr. Bernedo had hoped to develop existing lots only (with the exception of the one new merged parcel) because you thought that route would be less subject to potential challenge and also less likely to set a precedent for development in apparent conflict with the Greenline. However, since the settlement would be in the context of settlement of threatened or actual litigation, and since a partial merger is included in your proposal anyway, it would seem that there is little practical difference in this respect between these alternative approaches. 3. The merger you have proposed would be effective without fee to Bernedo. This requires clarification. The normal merger fees are as follows: Public Works $280 plus $20 for each resulting parcel Planning $110 Environmental Health $80. We assume that it is these fees which you seek to have waived. In addition, there are recording fees of $6.00 for the first sheet and $3.00 for each additional sheet, for each resulting •John Schwarz May 15, 1996 Page 3 merged parcel. There are usually three sheets per resulting parcel so that the recording fee is normally $12.00 per resulting parcel. We assume that you are not requesting waiver of the recording fees. We note that if the more desirable configurations discussed above were done there would be more resulting merged parcels, and the recording fees would accordingly be higher. 4. Lot 12 is not buildable in its present configuration due to the PG&E easement which crosses it. (A new merged parcel resulting from combining Lots 11 and 12 would be developable.) It is noted that the building "envelopes" would be very tight on Lots 7-11 and 19-24. 5. Septic permits could be issued as proposed based on the fees already paid and the original applications, which can be modified as appropriate to reflect the mergers we are suggesting. It will be necessary to obtain the approval of the Regional Water Quality Control Board; however, it is anticipated that such approval can be informally sought and readily obtained from'RWQCB staff. It will also be necessary to abandon the old well on Lot 17 (AP # 039-410-056). 6. The Building Division does not wish to issue a permit based on the original application made in 1990, since different building standards are now in effect. Instead, it is proposed that permits be issued in accordance with the current State Building Code (Title 24 of the California Code of Regulations), on each of the lots to be developed. Staff is uncertain what you meant by your words "...without any adverse conditions or actions by County." However, issuance of the building permits in accordance with existing standards, treating each of the parcels to be developed as legal parcels for this purpose, should resolve the matter. All current, standard conditions and fees would apply, including developer impact fees. 7. Setbacks would not be* a problem, and the building "envelopes" would obviously be larger, with either of the merged configurations which County staff recommends. Setbacks are a problem if the original lots are developed as proposed. The setback distances in the A-20 zone as compared to those in the SR -1 zone are as follows: A-20 Side 25 Feet Front 20 Feet Rear 25 Feet SR -1 10 Feet 20 Feet 10 Feet John Schwarz May 15, 1996 Page 4 However, the provisions of Butte County Code Section 24-35.40 (copy enclosed) would indicate a side set -back of 10 feet for the existing non -conforming lots. If the settlement, in effect, granted a variance to these existing standards, the agreed setback distances could simply be set forth in the settlement agreement (or in Merger certificates). However, this is not an approach which County staff would recommend. It is noted that the paving width proposed (20-22 feet) is less than the standard 24 foot width. If the first alternative development configuration suggested above were followed, the length of the road to be improved would obviously be greater than under Mr. Bernedo's proposal, and it might then be less expensive to provide entrance off MacIntosh rather than off Diamond. 9. Development of lots less than one acre in size will cause runoff towards - the old Crouch Ditch and Edgar Slough, and a permanent solution for drainage would be required to prevent flood damage to neighboring properties. 10 and 11. Additional utilities such as phone and cable TV may be desirable. It could simply be specified that obtaining all utilities for the lots will be the responsibility of Bernedo. I would like to receive your response to the above comments before I meet with the full Board of Supervisors to discuss the matter. It, of course, will be necessary to obtain the agreement of a Board majority to any settlement. Very truly yours, SUSAN MINASIAN Butte County Counsel BY, Neil H. McCabe Assistant County Counsel NHM/ sl t schwarz2.1tr cc: Supervisor Jane Dolan Stu Edell, Land Development Tom Reid, Environmental Health Mike Vieira, Building Attachments c ^� � , — —� ��� D�> � � ��c � � ►2 .4(,o ... ca.D. e:E+, co wig y gV)W LGnIW— .e 24j'.o dLD C141Co WAY .,. 43 N L± LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Bailding Permit No. OWNERSd1l'—VA ,.gyp 2 (� EDe� /A7, �Cl� A.P.17 -NAME:-� f NUMBER: c PRINT LAST NAME FIRST ADDRESS / LOCATION: S< COUNTY ZONING b 67 DESIGNATION: / i 2 FLOOD ZONE: FLOOD MAP: 20 5 0 APPROVED: CONDITIONALLY APPROVED: V RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS V/ OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: L o C= C CLT -I C=. ° F- PA eW_(. EN- ^P1° t2r�Cl ✓> g�/9 7 MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. -1.. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of _ 3. Comply with Zoning code for building setback from road. _ 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from _ 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. _ 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290., 8. Connect to a public water supply. _ 9. Connect to a public sewer system. _ 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet Fire Department specifications, serves the parcel. GREGORY' A. PEITZ ARCHITECT . 383 RIO UNDO AVE., CI4ICO CA 95926 (916) 894-5719 Structural Calculations For: AR \V<` 60 R Y 4. 4e (Sb®.c212:34 f -9F REN. O F r& LOAD SUMMARY Wind Analvsis Normal force method, exposure 'B, 75 mph wind speed P Ce Cq Qs I WALLS P = .62 * 1.3 * 14.5 * 1.0 = .0117 ksf@ 15 ft. P =.67 * 1.3 * 14.5 * 1.0 = .0126 ksf @ 20 ft. . P =32 * 1.3 * 14.5 * 1.0 =.0136 ksf @ 25 ft, P= .76* 1.3 * 14.5 * 1.0 = .0143 ksf @ 30 ft. ' ROOFS 2:12 TO LESS THAN 9:12 P =.62 * 1.0 * 14.5 * 1.0 =.009 ksf. @ 15 ft. P =.67 * 1.0 * 14.5 * 1.0 = .010 ksf. @ 20 ft. P =.72 * 1.0 * 14.5 * 1.0 = .0 11 ksf @25 ft. P=.76*1.0*14.5*1.0=.011 ksf @30 ft. ROOFS 9:12 TO 12:12 P=.62*1.1*14.5*1.0=.010 ksf@ 15 ft. P =.67 * 1.1 * 14.5 * 1.0 = .011 kst @ 20 ft, P=.72 * 1.1 * 14.5 * 1.0=.012 ksf @ 25 A. P=.76* 1.1 * 14.5* 1.0=.012 kst @ 30 ft.. Seismic Analysis Static Method V = 2.5 Ca (w) = 2.5 * .36 = .1636 (w) @ plywd. shear walls R 5.5 V = 2.5 Ca (w) = 2.5 * .36 = .20 (w) @ plaster and gyp. bd. shear walls R 4.5 Gravity Loads ROOF LOADS: 10 psf dead load + 16 psf live load = 26 psf total load FLOOR LOADS: 10 psf dead load + 40 psf live load = 50 psf total load WALL LOADS: 12 psf @ 3 -coat plaster exterior walls; 8 psf @ interior walls; 10 psf @ exterior walls with 1 -coat stucco or siding -To 1"N N),A Z�3 / � Az/ f y j t;`•�j,'i�.F� ly ! ,'' 1 f S;'t' I .wi f i�i�y �);.�} �� .It .. , IM + ��i.'[ FI •er�, 4,�/%�. 'f.:tYt �C;.'{i..- tl-. ,, r• `�' '`<.! ✓• •...j,, h �A�! c .. l sth �a `% li i' 41 i•:I ri ;� >: ', ine � � � r �. • ,�, ! q � J -if i�d � �'�+iy��•' S{�;�/� r��, I j ., � �. �,r t . �� it 1 I • f� i • i _ ;iii � •�' � :,.�. ��,.�.. ,_ • I ' i 1 � . � �+ ;'1 ' + !� ' I , fir' 4•�rf +? 4 S'! � a , gg 1 0/ N jJ d t ( t i 4 i•W (1'.: t 5 rl to , i • 1 1 IS q �. 5 . 1 + $ 41t ffu i i , t� '� 'i' ( i I ��1 *.f� �S t!•'r "° r tf �' + tf+ rl IaC3i },w, a f 1' I ��' '1: 4 I } '� ! > t S"`j a 1 '� ( ! �"•,.''�tij Rays 1�1++ ... _ 1 r iit i -,. t: • > ; '; + E (fit E ( ,rr4 A4 I.... �/� � .x I � z = ply/Z. � +-. � C Hr �> •��:� Z � �'• � is ' �� ., .. • .._._ j- i • -_ .. _ t ) •r: Y a i E ..... 4 '_ ..� uy 1.. �vy�(• r1 � I .. i• � �. _� >.: .�. :I .. ( I f ' � 'i f}:.y i'r K S� 'r } r i �� {r t ' �_ }� 1' � . 1 � Y.z._ >j I�((.. .;. f M.l•.a}.,,,+ S�qt� .�.., E i i., I � .. � .,:1. .a... ! � :..� 'i% (, � Z l \ V P \ � � .'� 'C.. �h t<�� / �+1 tel/_. _ C.,V.�. / E � � � 1 .(•' �'.t� f 4;WFAI 4L: J4 it 4L: tc CIO ro. i i V ..._... _�'.r _ 1:�.r. �a.. �...._ry.,..s_..... .k_3..- �':... .•«, �_ .�.....- :._ *.�-a..,.. �- 1 - ., � -. V -._._ t l '•q, - r :F.y— •! - — "y �+ __c, � i ' ._..._.. �, f. '''t ,� ' � � - M^� 1'"'.�— ` Y 'moi y I +44 °••� - "'..._`._...`_ '7.'s.4'_`.."ac}'� �f'--�P-".�'"i•'w_r'-0" ; 3�.,� • « t"'+.�_a""�.. t. .-.a-',~;" if\. -a :r --'i-•pT` -- r _ � t": � - t . �',� v . _ - . -uwM� 71 10, 1 b-74 -AL ....._._ _._.._... .. .... ..;>, .:..... .. h. � _ _ -'_:. _. _ rj GREGORY A. PEITZ ARCHITECT 1907 MANGROVE, SUITE "E", CHICO CA 95926 (916) 894-5719 PROJECT: ®�., I have reviewed the truss submittal for the above project and all loading design criteria have been met. 'et__ Architect iTeke January 15, 1998 3033 GOLD CANAL DRIVE', SME 200 RANCHO CORDOVA CA 95670 USA FAX (9161631 8225 TELEPHONE (9161631 7811 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads N iTek industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and - - grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails'at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Sincer , eapFEsStok, Redo 7� Chief i er Western SIVA. OFC `..s DRi ; 4 s r�+-rt; , �.� . u.L,, •�.j�.$"J 1 'Pu= ' bi+ c . r. r iTeke January 15, 1998 3033 GOLD CANAL DRIVE', SME 200 RANCHO CORDOVA CA 95670 USA FAX (9161631 8225 TELEPHONE (9161631 7811 Moss Lumber Company 5321 Eastside Road Redding, CA 96001 RE: Trusses Supporting A.C. Loads N iTek industries, Inc. Trusses are designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2x scab of equal size and - - grade as the top chord is required for the full panel length carrying the load. Attach with 10d nails'at 12"o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. If you have any questions, please contact me at 800-772-5351. Sincer , eapFEsStok, Redo 7� Chief i er Western SIVA. OFC RESID&-MAL. PLAN CHECKING GUIDE i SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY., OWNER: BU1LDINGPER - yl ' PLAN CHECKER: A.P. NUMBER: _7�4 f'J. GENERAL: ; . _ _...._� Zoning requirements: (side yards and number of permitted living units). Valuation. t Plans signed by designer. ; Proper description of work on application. Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). Recorded notice of violation. Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Other buildings or structures. Grading, fills and/or drainage. Flood hazard. - Special conditions on creation map (Noise, SA.A., Fire Sprinklers, Water Tender, Trees, etc.). ' F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). Complete to scale plan with dimensions. Required windows for light and ventilation (Section 1203). Required windows for second exit (Section 310.4). Skylights (Section 2409 & 2603.7). Glazing in Hazardous Locations (Section 2406). Required room sizes, ceiling heights (Section 310.6). G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. Garage firewall, door size and closer (Section 302.4). Minimum of one 37 exterior door (Section 1004.6). Fireplace and wood stove location, alcoves and clearance. Smoke detectors (Section 310.9.1). Plumbing fixtures, water closet clearances and shower size. Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.11.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. 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 calc. if necessary. Garage door and/or porch header sizes. Stud heights. Adobe soils - special foundation design. Retaining walls requiring design. Special Inspection requirements. Header size. Tune 1997 3.2 SCELLANEOUS ITEMS TO O(' OUT FOR: Stairway details: landings, ria.. and run, head clearance, handrails (Section 1000,. Guardrail details (Section 509). - Brick or stone veneer (Section 1403). -' - Exterior plaster - weep screeds (Section 2506). Proper roof pitch for roof covering, (Section 1.50 1). • Roof covering type - (fire hazard). Foam insulation - protection. 36" halls and stairways... Living area over garage - complete 1 -hour separation required on garage side including supporting walls and posts: Two exits on three -story dwellings (Section 1003).-',,_ .....• Underfloor access and ventilation (Section 2317.7). Attic access and ventilation (Section 1505). Combustion air for fuel burning appliances - L.P.G. requirements. Noise requirements on duplexes. Energy design Flashing at all exterior openings. C.D.F. responsible area requirements. Automatic Fire Sprinkler Systems (Section 310.10) For Inspection Jacket Flood Hazard/Elevation Certificate SRA Requirements Special Inspection Requirements Automatic Fire Sprinklers June 1997 3.2 CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 1 CF -1R Project Title.......... Four Bedroom House Date..10/27/99 13:12:30 Project Address........ 46 Old Chico Way ******* Chico, California *v5.00* Documentation Author... Donna Wallace ******* I Buil MAP!! 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone........... 11 Compliance Method...... MICROPASS v5.00 for 1999 Standards Field Check/ Date by Enercomp, Inc. MICROPAS5 v5.00 File -NIX Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Four Bedroom House GENERAL INFORMATION Conditioned Floor Area..... 2531 sf Building Type .............. Single Family Detached Construction Type ......... New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Stories.. ...... 1 Floor Construction Type.... Slab On Grade Glazing Percentage......... 18.7 % of floor area Average Glazing U -value.... 0.59 Btu/hr-sf-F Average Glazing SHGC....... 0.65 BUILDING SHELL INSULATION Component Frame Cavity Type Type R -value Wall Wood R-13 Door n/a R-0 Wall Wood R-13 Roof Wood R-11 S1abEdge n/a R-0 SlabEdge n/a R-0 Sheathing Total Assembly R -value R -value U -value Location/Comments R-0 R-13 0.088 R-n/a R-0 0.330 R-5 R-18 0.059 R-27 R-38 0.025 R-n/a (N) F2=0.760 R-n/a 0.650 F2=0.510 FENESTRATION Front, Garage Entry, Garage Left, Back, Right Typical to Outside to Garage Over - Area U- hang/ Orientation Shading (sf) Value SHGC Window Front (N) 50.0 0.600 0.650 Door Front (N) 7.8 0.550 0.650 Window Front (N) 9.0 0.570 0.670 Window Front (N) 70.0 0.600 0.650 Window Left (E) 20.0 0.600 0.650 Window Left (E) 6.0 0.570 0.670 Window Left (E) 15.0 0.600 0.650 Door Left (SE) 24.0 0.550 0.650 Window Back (S) 168.0 0.600 0.650 Door Back (S) 34.5 0.550 0.650 Window Back (S) 30.0 0.600 0.650 Window Back (S) 25.0 0.570 0.670 Window Right (W) 15.0 0.600 0.650 Front, Garage Entry, Garage Left, Back, Right Typical to Outside to Garage Over - Interior Exterior hang/ Shading Shading Fins Standard Standard None Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard None Standard Standard None Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard Yes Standard Standard None Standard Standard ..,�-None Standard Sc� Yes Q BUILDING DEPARTM A, P P 0 V F CERTIFICATE,OF COMPLIANCE: RESIDENTIAL. Page 2 CF -1R Project Title.......... Four Bedroom House Date..10/27/99 13:12:30 MICROPAS5 v5.00 File -NIX Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Four Bedroom House SLAB SURFACES Area Slab Type (sf) Standard Slab 2531 HVAC SYSTEMS WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.58 50 R- n/a REMARKS CEC default'U-values and default SHGC-values were used for all fenestration. U -value reference for R-18 exterior stucco wall: P400-98-002 Table B-2 page I-5. Minimum Duct Duct Tested Duct ACCA Thermostat Equipment Type Efficiency Location R -value Leakage Manual D Type Furnace 0-.800 AFUE Attic R-4.2 No No Setback ACSplit 10.00 SEER Attic R-4.2 No No Setback WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value Storage Gas Standard 1 0.58 50 R- n/a REMARKS CEC default'U-values and default SHGC-values were used for all fenestration. U -value reference for R-18 exterior stucco wall: P400-98-002 Table B-2 page I-5. CERTIFICATE OF COMPLIANCE: RESIDENTIAL Page 3 CF -1R Project Title.......... Four Bedroom House Date..10/27/99 13:12:30 MICROPASS v5.00 File -NIX Wth-CTZ11S92 Program -FORM CF -1R User#-MP0995 User- Run -Four Bedroom House COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title -24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. When this certificate of compliance is submitted for a single building plan to be built in multiple orientations, any shading feature that is varied is indicated in the Special Features Modeling Assumptions section. DESIGNER or OWNER Name.... Tom Nix Company. Tom -Nix Construction DOCUMENTATION AUTHOR Name.... Donna Wallace Company. Address. Address. 399 East 9th Avenue Chico, CA 95926 Phone... (530).345-6178 Phone... 530-893-4982 License. n(� Signed.. Signed.. D� D� U�� 10/Z7/91 a e ENFORCEMENT AGENCY Name.... Title... Agency.. Phone... Signed.. a e MANDATORY MEASURES CHECKLIST: RESIDENTIAL. (Page 1 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Building Envelope Measures *150(a): Minimum R-19 ceiling insulation. R-38 150(b): Loose fill insulation manufacturer's labeled R -value. N/A *150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal framed walls (does not apply to exterior mass walls). R-13 N/A *150(d): Minimum R-13 raised floor insulation in framed floors. 150(1): Slab edge insulation - water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. N/A Fiberglass 118: Insulation specified or installed meets insulation quality standards. indicate type and form. Rigid Insulation and Batts 116-17: Fenestration Products, Exterior Doors and infilitration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field -fabricated) have label with certified U -value, By Contractor certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. N/A 150(8): Vapor barriers mandatory in Climate Zones 14 and 16 only. 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs N/A 1. Masonry and factory -built fireplaces have: a. Closable metal or glass door b. Outside.ai.r intake with damper and control By Contractor c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. By Contractor 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. Attached 150(i): Setback thermostat on all applicable heating and/or cooling systems. By Contractor 150(j): Pipe and Tank Insulation 1. Storage gas water heaters rated with and Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater). By Contractor 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees Fahrenheit insulated. 6. Piping .insulated between heating source and indirect hot water tank. *150(m): Ducts and Fans 1. All ducts and plenums constructed, installed, insulated, fastened, and sealed to comply with the ICBG 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 UL1818 and other applicable specified tests for longevity given in Section 150(m). By Contractor 2. Exhaust fan systems have backdraft or automatic dampers. 3. Gravity ventilating systems serving conditioned space have either automatic or readily accessible, manually operated dampers. Residential Compliance Form July 1, 1999 MANDATORY MEASURES CHECKLIST: RESIDENTIAL (Page 2 of 2) MF -1R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used: :Items' marked with an. asterisk (*) may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENT Space Conditioning, hater Heating and Plumbing System Measures (continued) 114: Pool and Spa Heating Systems and Equipment 1. System is certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating and no pilot light. N/A 2. System.',is installed with: a: At A east 3611 pipe between filter and heater for future solar heating. b. Cover for outdoor pools -or outdoor spas. 3. Pool system has directional inlets 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: Non -electrical By Contractor cooking appliances with pilot < 150 Btu/hr.) Lighting Measures, 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy of 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. By,Contractor 150(k)2: Rooms with a shower or bathtub must either have at least one luminaire with lamps with'an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternatives to this.requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are 1C (insulation cover) approved. Residential Compliance Form u July 1, 1999 COMPUTER METHOD SUMMARY Page 1 C -2R Project Title.......... Four Bedroom House Date..10/27/99 13:12:30 Project Address........ 46 Old Chico Wax ******* Chico, California *v5.00* Documentation -Author ... Donna Wallace ******* Building Permit 399 East 9th Avenue Chico, CA 95926 530-893-4982- Climate 30-893-4982Climate Zone.. it Plan Check Da e Field Check/ Date Compliance Method...... MICROPAS5 v5.00 for 1999 Standards by Enercomp, Inc. MICROPAS5 x5.00 File -NIX Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Four Bedroom House MICROPAS5 ENERGY USE SUMMARY Energy Use (kBtu/sf-yr) Space Heating.......... Space Cooling.......... Water Heating........ . Total Standard Proposed Design Design 18.41 16.64 12.56 11.06 11.26 10.24 42.23 37.94 Compliance Margin 1.77 1.50 1.02 4.29 *** Building complies with Computer Performance *** GENERAL INFORMATION Conditioned Floor Area..... 2531 sf Building Type ............. ,. Single Family Detached Construction Type New Building Front Orientation. Front Facing 0 deg (N) Number of Dwelling Units... 1 Number of Building Stories.. 1 Weather Data Type.......... ReducedYear Floor Construction Type.... Number of Building Zones... Conditioned Volume......... Slab -On -Grade Area.......... Glazing Percentage......... Average Glazing U -value.... Average Glazing SHGC....... Average Ceiling Height..... Slab On Grade 1 23548 cf 2531 sf 18.7 % of floor area 0.59 Btu/hr-sf-F 0.65 9.3 ft BUILDING ZONE INFORMATION Floor # of Area Volume Dwell Cond- Thermostat Zone Type (sf) (cf) Units itioned Type HOUSE Residence 2531 23548 1.00 Yes Setback Vent Vent Air Height Area Leakage (ft) (sf) Credit 2.0 Standard No COMPUTER.METHOD SUMMARY Page 2 C -2R Project Title.......... Four Bedroom House Date..10/27/99 13:12:30 MICROPAS5 v5.00 File -NIX Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Four Bedroom House Area Surface (sf) HOUSE OPAQUE SURFACES U- Insul Act Solar Form 3 value R-val Azm Tilt Gains Reference 1 Wall 373 0.088 13 0 90 Yes 2 Door 12 0.330 0 0 90 Yes 3 Wall 169 0.088 13 0 90 No 4 Door 18 0.330 0 0 90 No 5 Wall 54 0.088 13 90 90 Yes 6 Wall 355 0.059 18 90 90 Yes 7 Wall 27 0.059 18 135 90 Yes 8 Wall 491 0.059 18 180 90 Yes 9 Wall 219 0.059 18 270 90 Yes 10 Wall 72 0.088 13 270 90 Yes 11 Wall 162 0.088 13 270 90 No 12 Roof 2531 0.025 38 n/a 0 Yes PERIMETER LOSSES W.13.2X4.16 None W.13.2X4.16 None W.13.2X4.16 None None None None W.13.2X4.16 W.13.2X4.16 R.38.2X4.24 Location/ Comments Front Entry Garage Garage Left Back Right Garage Typical Length F2 Insul Solar Surface (ft) Factor R-val Gains Location/Comments HOUSE 13� S1abEdge 14. SlabEdge Orientation 226 0.760 R-0 No to Outside 40 0.510 R-0 No to Garage FENESTRATION SURFACES Area U- Act Exterior Shade Interior Shade (sf) Value SHGC Azm Tilt Type/SHGC Type/SHGC HOUSE 1 Window Front (N) 25.0 0.600 0.650 0 90 Standard/0.76 2 Window Front (N) 25.0 0.600 0.650 0 90 Standard/0.76 3 Door Front (N) 7.8 0.550 0.650 0 90 Standard/0.76 4 Window Front (N) 9.0 0.570 0.670 0 90 Standard/0.76 5 Window Front (N) 40.0 0.600 0.650 0 90 Standard/0.76 6 Window Front (N) 30.0 0.600 0.650 0 90 Standard/0.76 7 Window Left (E) 12.0 0.600 0.650 90 90 Standard/0.76 8 Window Left (E) 8.0 0.600 0.650 90 90 Standard/0.76 9 Window Left (E) 6.0 0.570 0.670 90 90 Standard/0.76 10 Window Left (E) 15.0 0.600 0.650 90 90 Standard/0.76 11 Door Left (SE) 24.0 0.550 0.650 135 90 Standard/0.76 12 Window Back (S) 30.0 0.600 0.650 180 90 Standard/0.76 13 Door Back (S) 16.7 0.550 0.650 180 90 Standard/0.76 14 -Window Back (S) 30.0 0.600 0.650 180 90 Standard/0.76 15 Window Back (S) 28.0 0.600 0.650 180 90 Standard/0.76 16 Window Back (S) 28.0 0.600 0.650 180 90 Standard/0.76 17 Window Back (S) 28.0 0.600 0.650 180 90 Standard/0.76 18 Window Back (S) 15.0 0.600 0.650 180 90 Standard/0.76 19 Window Back (S) 25.0 0.570 0.670 180 90 Standard/0.76 20 Window Back (S) 15.0 0.600 0.650 180 90 Standard/0.76 21 Door Back (S) 17.8 0.550 0.650 180 90 Standard/0.76 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 Standard/0.68 COMPUTER METHOD SUMMARY Page 3 C -2R Project Title.......... Four Bedroom House Date..10/27/99 13:12:30 MICROPAS5 v5.00 File -NIX Wth-CTZ11S92 Program -FORM C -2R User#-MP0995 User- Run -Four Bedroom House Area Orientation (sf) 22 Window Back (S) 24.0 23 Window Right (W) 15.0 Surface HOUSE 3 Door 4 Window 5 Window 6 Window 10 Window 11 Door 12 Window 13 Door 14 Window 15 Window 16 Window 17 Window 21 Door 22 Window 23 Window System Type HOUSE Furnace ACSplit FENESTRATION SURFACES U- Act Exterior Shade Interior Shade Value SHGC Azm Tilt Type/SHGC Type/SHGC 0.600 0.650 180 90 Standard/0.76 Standard/0.68 0.600 0.650 270 90 Standard/0.76 Standard/0.68 OVERHANGS AND SIDE FINS Window- Overhang Left Fin Right Fin - Area Left Rght (sf) Wdth Hgth Dpth Hght Ext Ext Ext Dpth Hght Ext Dpth Hght 7.8 n/a 3.3 8.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 9.0 n/a 6.0 8.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 40.0 n/a 5.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a 5.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 5.0 2.'0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 8.0 4.3 0.0 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a 5.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 16.7 n/a 6.7 6.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 30.0 n/a 5.0 6.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 28.0 n/a 7.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 28.0 n/a 7.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 28.0 n/a 7.0 8.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 17.8 n/a 6.7 2.0 1.3 n/a n/a n/a n/a n/a n/a n/a n/a 24.0 n/a 4.0 2.0 0.3 n/a n/a n/a n/a n/a n/a n/a n/a 15.0 n/a 5.0 2.0 0.3 n/a h/a n/a n/a n/a n/a n/a n/a SLAB SURFACES Area Slab Type (sf) HOUSE Standard Slab 2531 HVAC SYSTEMS Minimum Duct Duct Tested Duct ACCA Duct Efficiency Location R -value Leakage Manual D Eff 0.800 AFUE Attic R-4.2 No No 0.737 10.00 SEER Attic R-4.2 No No 0.645 COMPUTER METHOD SUMMARY Page 4 C -2R Project Title............ Four Bedroom House Date..10/27/99 13:12:30 MICROPAS5 x5.00 File -NIX Wth-CTZ11S92- Program -FORM C -2R User#-MP0995 User- Run -Four Bedroom House WATER HEATING SYSTEMS Number Tank External in Energy Size Insulation Tank Type Heater Type Distribution Type System Factor (gal) R -value 1 Storage Gas Standard 1 0.58 50 R- n/a REMARKS CEC default U -values and default SHGC-values were used for all fenestration. U -value reference for R-18 exterior stucco wall: P400-98-002 Table B-2 page I-5. HVAC SIZING Page 1 HVAC Project Title.......... Four Bedroom House Date..10/27/99 13:12:30 Project Address........ 46 Old Chico Wax ******* Chico, California *v5.00* Documentation Author... Donna Wallace ******* Building Permit -7 399 East 9th Avenue Chico, CA 95926 530-893-4982 Climate Zone.. ..... 11 Compliance Method...... MICROPAS5 v5.00 for Plan Check Da e Fie Check/ Date 1999 Standards by Enercomp, Inc. MICROPAS5 v5.00 File -NIX Wth-CTZ11S92 Program -HVAC SIZING User#-MP0995 User- Run -Four Bedroom House GENERAL INFORMATION Floor Area ................. Volume.. .. .... Front Orientation.......... Sizing Location............ Latitude... .. ....... Winter Outside Design...... Winter Inside Design....... Summer Outside Design...... Summer Inside Design....... Summer Range..... .. ..... Interior ShadingUsed...... Exterior Shading Used...... Overhang Shading Used...... Latent Load Fraction....... 2531 sf 23548 cf Front Facing 0 CHICO EXP STA 39.7 degrees 27 F 70 F 102 F 78 F 37 F No No Yes 0.20 HEATING AND COOLING LOAD SUMMARY deg (N) Sensible Load .................... 48660 31054 Latent Load........ n/a 6211 Minimum Total Load 48660 37265 Note: The loads shown are only one of the criteria affecting the selection of HVAC. equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. Heating Cooling Description (Btuh) (Btuh) Opaque Conduction and Solar...... 17303 5723 Glazing Conduction ............... 12043 6722 Glazing. Solar .................... n/a 8794 Infiltration ...................... 14891 4893 Internal Gain .................... n/a 2100 Ducts ............................ 4424 2823 Sensible Load .................... 48660 31054 Latent Load........ n/a 6211 Minimum Total Load 48660 37265 Note: The loads shown are only one of the criteria affecting the selection of HVAC. equipment. Other relevant design factors such as air flow requirements, outdoor design temperatures, coil sizing, availability of equipment, oversizing safety margin, etc., must also be considered. It is the HVAC designer's responsibility to consider all factors when selecting the HVAC equipment. i O_g 01 O O F IE E� L-05 7-8 n G p O O G C :0 O O G O O v r n n O p I I 93; — _ e c L"I 5 Z:$ L-u s -Z's e i eac c c — �M O S S L U M B Norne: NIX I Description: c — � � ,Address: [Telephone: Job. Rh3050 RTMEII Fny-o= 1 :87 1 : 106 Date: 6 8 98 Drativn 6 :R NDi y Ain-111. 1998 4:13PM MITEK INDUSTRIES INC. No 3371 P. 1 =:a=4<«ACES-32, Ver. 1.1>>>>=-- [ 268919=aaaoc0=as<GG<MO$$2»>=acaooaac Customer ;: NIX:. Wed Jun' -10,-10:08:44 1998 Project #: RH3050 Truss ID AGE 4, Family,# 101 Span 12-4 Quantity :.1 Top Pitch .-9/12- a=BLd(4/20/1998) vl.lac==aa==mase=�aa�pnaaa=��aa¢=oaamoaac=ppaaaa�=Patco�C=a�ac0=aacc� NOTES: 1 -dable studH spaced at 2.6 inches o.c. i 2 -Brace vertical ptuds n accordance with standard gable end detail 3 -Continuous be ring rovided al.on entire bottom chord 4 -Provide 1X4 plates it each end o? gable stud unless otherwise noted 0 6-2 12-4 .2-0, 1 1 F 6-2 6-2 J �1^$ 4: 40 6-2 F 12-4 F 6-2 6-2 r� 4 L HL TO PK:7-8-8 R HL TO PK :7-8-8 :LEFT HEIGHT.0-4-10 �SPAN:12=4 RISE:5-0-2 RIGHT HEIGHT:0-4-10 LOADING (PSFD MAX STRESSES MINIMUM GRADE OF LUMBER L TOP CHORD:2X4 No.l&Btr GR DF -L 'SOP 16 7 BOT CHORD:2X4 No.1&Btr GR DF -L BOTT 0 7 LL.DEFL.®0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACINGME.24.0 in. o. c. REPETITIVE STRESSES USED OF DEFL£CTION(IN.) L.L■ 0.00,D.LzO.00,T.L■0.00 PLATES ARE MITER M20=165,142 MANUFACTURED FROM ASTM A 446 GRO A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWODESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICB0,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)OONSULT BLDG ARCHITECT OR ENGINEER. i BUTTE C®UN F 1 RUIL®ING ®EPARTMEt-41' A P P R 0 V F Jun .1J. 1998 4:13PM MITEK INDUSTRIES INC. No 3371 P. 2 =a4<«ACES-32 Ver. 1.1»»=='===am"' { 268920�==_ Customer NIX Wed -'Jun 10 '10..'•708:47 1998 Project #: RH3050 Family 11' Truss ID # Span 12-4 Quantity : BPG _ Top Pitch _9/121 -_ ==Bld(4/20/1998),v1.1===mac=aaacca-ac==oa�c===ams===aac=aac==.aa:c..=aac==cp-- TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE APPROVED FOR ;1j D�STR piC. 1 -2■ -351 3.4= 277 2-4w 84 1■ -465 3.50 F~� 2-3=•351 4.1. 277 3■ -396 3.50 CID QEOPN/ �-fOP CHORD FROM JT!, BRACED AT_2.LIN. 0. gk4f.. 6-26 049919 CXP 9-30-00 CIVIL NSP Or CAttiF0a// 4�0',V Z . 10 4 11,7Y,19) i( 4 6-2 12-4 1 6-2 6-2 R HL TO PK :7-8-8 LEFTHE LOI;7GHT:0-4-10 F" SPAN:12=47� RISE:9-7-10 RIGHT HEIGHT:0-4-10 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.500 TOP CHORD:2X4 NO.1&Btr GR DF -L TOP 16 7 BOTT 3-4=0.157 BOT CHORD:2X4 NO.1&Btr GR DF -L BOTT 0 7 LL.DEFL.64=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L REPLST1.15 PLATE SPACING in. o. C. ETITIVERESSESNOTSD. OF MEMBERS LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE i 1.15 1.15 UNIFORM 1. 2. 69 2- 39! 46 3- 1. 14 DEFLECTION(IN.) L.L� 0.00,D.L■0.00,T.Ls0.01 PLATES ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SH04N)DESIGN CONFORMS WINDS DESIGN SPECS, USC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WH1CH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. i 13U o 1 E COUNn BUILDING ®EPARTMEN"' APPROVE A und). 1998 4:14PM MITEK INDUSTRIES INC. N o . 3 3 7 1 P. 3 c==« «ACES -32 Ver. 1.268921<MOSS>>>>Qa===aac. Cus,fomer NIX Wed Jun 10- 10:08':50 '1998 Project #: NIX Truss,ID B Family-# : 104 Span 24-_8 _ Quantity 1 _ Top.P�tch : 9/12 -a8ld(4/20/1998),v1,1c=a�==--�c==csa-=arc==a TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE APPROVED FOR MITEK INDUSTRIES INC, 1-2=-870 5-6= 687 2 -7■ -220 1■ -851 3.50 9 o 2-3=-769 6-7= 465 3-76 357 5■ -731 3.50 v 3-46-769 7-10 687 3.6. 357 9SOEESSIONI� 4-5=-870 4-6=-220 4 PLATE OFFSETS (X=LEFTY=TOP):(J7=3,23, Q G 6-4-.3 5-11-1 40 -13 6 �\�F CALIF 5X6 JA~ 8-0 8-8 8-0 (5 L HL TO PK:15-5 __ R HL TO PK :15-5 L. - - TGHT HEIGHT:0-4-10 LEFT HEIGHT:0-4-10 SPANi24-8� RISE:9-7-10 7 10 R s��-��C���Cac����am����®6�=�®G--_�3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2-0.294 TOP CHORD:2X4 No.i&Btr GR DF -L TOP 16 7 BOTT 5-6=0.298 BOT 1CHORD:2X4 No 1&Btr GR DF -L BOTT 0 7 LL.DEFL.®6=0.02 < L/360 WEBS_ .2X4 STANDARDGRDF-L - ;sac ILST1.15 PLATE 1c=.1- 5 FG-nl c. c.REPETTIVERESSESUSENo.OMEMBERS DEFLECTION(IN-) L.L■ 0.02,0.Lo0.02,T.Ls0.04 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL( EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY( EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE C®UN 11v � . RUILDINC DEEPA2TME �. A P P Jun.il:`1.998.`'4:14PM MITEK INDUSTRIES INC. No.3371 P. 4 .aitC«<<ACES=32'11 Veer 268922.3`=======baa=««MOSS»»8====1a== Wed Jun 10 10: 08`a 54 1998 Cuslromer NIX Project #: RH3050 Truss ID Quantity '�BG 2,� Familly.# 108 Top _Pitch 9/12 Span 24-8 ==Bld(4/20/1998),v1.1==ac=o�aoc==amc=esa==-ac==ac�.==azo=em==eaac����ase==�amc===am.==a 2M REACTIONS SIZE TOP CHORD BOTTOM CHORD 1-2=-9113 7-8. 7271 2 -10■ -119 WEBS 6.8■•119 1■ -7303 3.90 J U N 1998 2 -3■ -9009 8-9. 6082 3-10. 3650 7=-7303 3.90 3-4=-6070 9-10■ 6082 4.5■ -6070 10-1= 7271 3-9=-2255 4-9. 7101 5.9■•2255 OQf,% O 1pNw 'Y 5-6=-9009 5.8. 3650 •\_j G� 6.7■ -9113 - _ . t PLATE OFFSETS (XcLEFT,Y■TOP):i13=6,27,[14_3,2],[)5=3,2).,[18=5,4),119=6,5),[)10=5,41, G1 4-4-4 4-4-4 9-44-z L6 3-11-14 3-11-14 3-11-14 7X6 IU.*C0499I9 EXP 9.30 -UO 3-11-14 4-410��,e UV�Q. �` OP CAUf9s 4X5 10 2X3 WEDGE 10x10 12X12 10X10 2X3 WEDGE 6 4 3 12-4 1"- -13 24-8 6-4-3 5-11-13 5-11-13 6-4-3 Tf-z,eA f--Z- 9-4-3 -z L HL TO PK: 15-5 R HL TO PK :15-5 LEFT HEIGHT:0-4-10 f—SPANc24-8 - RISE:9-7-10 RIGHT HEIGHT:0-4-10 =nacc==vaccCa�acoo=�-mac.=�ac-c-cTaacc-=aacc...=sac=p�acc�-.=amC_-.=aacc..=asc= =scC LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.321 TOP CHORD:2X4 N0.1&Btr GR DF -L TOP 16 7 BOTT 7-8=0.811 BOT CHORD:2X8 SS GR DF -L $OTT 0 7 LL.DEFL.@9=0.11 < L/360 WEBS :2X4 STANDARD GR DF -L _ a---aaC���aaC�-.=an��-..tea ST-R.INC.: LUMB = 1.15 PLATE = 1.15 SPACING M: 24.0BERS in. t o. c. REPETITIVE STRESSES NOT USED LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- 7= 46 7- 1= 554 WEB.: -4 -.9 -70 -BE -2X4- No:188tr-GR.DF-L — -- - - -- t MEMBERS NAILED TOG. W/1 ROW(S) OF .131x3 in. NAILS 12 in. o.c.(TOP CHS.),AND 2 ROW S) OF .131x3 in._NAILS_5-.tn._.o.c(B0 T- CHS:) ;f For Webs use.,1_Ro_W of._NAILS_12_in.-o:C�- 0EFCECTION(IN.) L.L■ 0.11,D.L■0.09,T.L=0.20 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESION CONFORMS W/NDS DESIGN SPECS, U8C-1CBO;.TjPI-91 THIS DESIGN 15 FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACINO(WHICH IS ALWAYS CD)COONNSU�T,B ARCHI T OR EkGIHEER. t3U C �u�h� BUILDING DEPARTM A P P � 0 Jun,ll. 1998 4:15PM MITEK INDUSTRIES INC. N0-3371 P. 6 F =a=¢==««MOSS»»=== ®: =««ACES -32 Ver. 1.1»»===____====.I 268924 CUB omer :,NIX Wed'Jun 10 10:09:05,1998 PrMct #: RH3050 Truss ID .�CGE• Family ## 104 Span 22-4 Quantity. 1 Top Pitch 9/12. ==Bld(4/20/1998) NOTES: 1 1 -Gable studq spaced at 16 inch s o.c. 2 -Bracg vertical S$tuds in accorclance with standard gable end detail'- 3 -Cont}nuous bearin provided along entire bottom chord 4 -Provide 1X4 plate at each end ogable stud unless otherwise -noted PLATE OFFSETS (XaLEFT,Y=TOP):()7=3,21, 5-2-3 1 11-2 I 16.6-13 22-4 ,2-0 4-13 5-4-13 5-9-3 5-9-3 5- -- 4X5 I F 8_0 14-4 22-4 8-0 8-4 8-0 L HL TO P:C:13-11-8 R HL TO PK :13-11-8 LEFT HEIGHT.0-4-10 SPAN:224`. RISE:8-9-2 RIGHT - LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP CHORD:2X4 No.l&Btr GR DF -L TOP16 7 BOT CHORD:2X4 No.l&Btr GR DF -L BOT :2X4 STANDARD GR DF-LOTT 0 7 LL.DEFL.@0=0.00 < L/360 WEBS _ _ cccc==ac-.�=a=���._�_����_me.....=c.--_�sc�--.�=c_��_cc=�=mac STR.INC..- LUMB = 1.15 PLATE - 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.L= 0.00,D.L=0.00,T.Lz0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446, GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLT(EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. 13O - ()OZUN� ET A" Jun 11 1998 4:14PM MITEK INDUSTRIES INC. No.3371 P. 5 =,,=<<<<ACES-32� Ver. 1.1»»====-i--'3ic [ 268923 Jun: 10' 10:09:00 •1998 Customer : NIXWed Project #: RH3050 True d ID C Quantity Family'# -''104 Top Pitch 9/12 Span 22-4 =61d(4/ZO/1998),V1.1===i===®i===ic==,sic==Ric=oaiao-is=_=iic=o=iia==-aic===iic===ic=== .4 _ REACTIONS - SIZE APPROVED FOR'MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD 1 -2■ -776 5-6. 612 WEBS 2 -7■ -191 1■ -781 3.50 2 -3■ -656 6-7. 424 3-7■ 288 5■ -7a1 3.50 3-4■•656 7-1. 612 3-6z 288 4-5•-776 1 4-6n-191 PLATE OFFSETS (X•LEFT,Y■TOP):Ij7.3,21, r 14-4 22-4 1 8-0 8-4 8-0 L HL TO PK:13-11-8 R HL TO PK :13-11-8 LEFT HEIGHT:0-4-10 [--SPAN-;-22--411 RISE:8-9-2 RIGHT HEIGHT:0-4-10 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L, TOP 1-2=0.239 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 16 7 BOTT 5-6=0.234 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.07=0.02 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB a 1.15 PLATE = 1.15 SPACING M: 24.0BERS in. o. c. REPETITIVE STRESSES USED DEFLECTION(IN-) L.Ls 0.02,D.Lz0.02,T.L■0.03 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/MDS DESIGN SPECS, USC-1CBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY SRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. r SUITE C®UN Et'4 1 RUILDING DEPA� sf 1� P P 0 v t. Jun, -11.. 1998 4.15PM MITEK INDUSTRIES INC. No•3371 P" 7 PLATE OFFSETS (X=LEFTY=TOP):IJ7z3,2I, S -A-3 - 22-4 2 _ - - 4: I p 14-4 22-4 8-0 8-0 6-4 L HL TO PK:13-11-8-"---�--- R HL TO PK :13-11-8 LEFT HEIGHT:0-4-10 riPAN:22-4J RISE:8-9-2 RIGHT HEIGHT:0-4-10 LOADING iPSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.239 TOP CHORD:2X4 No-1&Btr GR DF -L TOP 16 7 BOTT 5-6=0.234 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.07=0.02 < L/360 WEBS _ :2X4_ STANDARD GR DF -L a¢_= p a s=_= a a=_ C n a C_= m a c C_= m a C_► a a C = a m. c a¢ C STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING M:24.0EMBERS in. o. c. REPETITIVE STRESSES -USED NO. OF DEFLECTION(IN.) L.L= 0.02,D.L=0.02,T.L=0.03 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE IKSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER f f, `SUM®�p,F� -� P r =aC==aa�<G«MOSS>>> 1.1»»==-�¢==,a== [ 268925, ] ____ Wed; Juni '10 10:09:09 :1998 .=�=««ACES-3NIXer. Cuslromer` Pro ec.t #: RH3'050 Truss ID Cl Family # : 104 `° Top Pitch 9./12 Span ==BLd(4/20/1998),v1.1==a¢==aa===am=======aa=_Cam====ossa=__=masa-aa=-Cas¢= .22-4 Quantity .2 _ =IIac=oaa==== APPROVED FOR MITEK INDUSTRIES.INC. TOP CHORD BOTTOM CHORD WEBS REACTIONS - SIZE 1=-661 3.50 1.2•-776 .5-6� 612 2-7-191 se -78i 3.50 2.3•-656 6-7m 424 3-7a 288 3 -4■ -656 7-1■ 612 3-6. 288 4-5=-776 4-62-191 PLATE OFFSETS (X=LEFTY=TOP):IJ7z3,2I, S -A-3 - 22-4 2 _ - - 4: I p 14-4 22-4 8-0 8-0 6-4 L HL TO PK:13-11-8-"---�--- R HL TO PK :13-11-8 LEFT HEIGHT:0-4-10 riPAN:22-4J RISE:8-9-2 RIGHT HEIGHT:0-4-10 LOADING iPSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.239 TOP CHORD:2X4 No-1&Btr GR DF -L TOP 16 7 BOTT 5-6=0.234 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.07=0.02 < L/360 WEBS _ :2X4_ STANDARD GR DF -L a¢_= p a s=_= a a=_ C n a C_= m a c C_= m a C_► a a C = a m. c a¢ C STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING M:24.0EMBERS in. o. c. REPETITIVE STRESSES -USED NO. OF DEFLECTION(IN.) L.L= 0.02,D.L=0.02,T.L=0.03 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE IKSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER f f, `SUM®�p,F� -� P r Ju,n.13- 1998 4:16PM MITEK INDUSTRIES INC. No.3371 P. 8 i==�«<ACES-32, Ver. 1:1»»i¢==m=c==a= ( 268926. J=««MOSS»»; Wed Jun 10 10 09,14 1998 cue omen NIX Pro�ect #:-RH3050 Tru'ss' ID : fC Quantity 2 Family # 105 Top Pitch 9/12 Span 22-4 i=etd(4/20/1998),v1.1i===ai==aac===mac=.-mc=�aac=--sac==a===--mac-=mica- REACTIONS SIZE APPROVED FOR MITEK INDUSTRIES INC. TOP CHORD BOTTOM CHORD 1-2=-4569 5-6= 3652 WEBS 2-8a 1565 1=-3637 3.50 2 -3■ -3027 6-7= 3652 2-7=-1518 5-3637 3.50 3-4=-3027 7.8= 3652 3-7= 3374 4-5=-4569 B-1= 3652 4 -7■ -1518 4-6. 1565 PLATE OFFSETS (XILEFT,Y-TOP):Ej3■2.5,21, i)6.4,1.53,Ej7-5,33,Ej8■4,1.53, 3X7 317 -9 1- 16-9-7 -4 5-6-9 5-7-7 5-7-7 5-6-9 L HL TO PK:13-11-8 _ R HL TO PK :13-11-8 LEFT HEIGHT.0-4-10 --SPAN 22-47 RISE:8_9-2 -_ RIGHT HEIGHT_0-4-10 a a c LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.212 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 7-8-0.551 BOT CHORD:2X8 No.1 GR DF -L BOTT 0 7 LL.DEFL.®7=0.05 < L/360 WEBS :2X4 STANDARD GR.DF-L ,;-aicc �=aiccc=aaa�=.-aIIc=== i==C�=a=c��=iccc-ac..,ac==C=a=c==-eca==caic=�aicDC=aa. REPETITIVELSTRESSES1NOTLUSEDa 1.15 NO`. OFMEMBERS in. 0. C. LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15UNIFORM 1. 5= 46 5- 1■■_284_ 72,—KEMBERS NAILED TOG. W/1 RO11(S) Of .131x3-1n._NAIIS 12-in..o.c.(TOPCHS.),AND 1 ROWS) OF _131x3 in- NAILS_5OTT.CHSr Weba_use-1-ROW•of•NAilS-12"in: o.c. DEFLECTION(IN.) L.L=,0.05,D.L4.04,T.L-0.1O PLATES ARE MITEtC M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS WINDS DESIGN SPECS, UBC-ICBO,7PI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. .! r COU Jun•l,l- 1998 4:17PM MITEK INDUSTRIES INC. No,3371 P, 10 •�-« <ACES -32 Ver. 268928 Customer NIX Wed Jun -10 10:09:25 1998 Project #: RH3050 Family 109 Span 38-0 Quantity .1 Top PYtch 6/12 e=8ld(4/20/1998] NOTES: Ill -dable stud spaced at 16 inch s 0.c- 2 -Brace vertical iptuds in accordance with standard gable end detail 3 -Continuous bearingrovided along entire bottom chord 4 -Provide 1X4 plates it each endo gable stud unless otherwise noted PLATE OFFSETS (X=LEFT,Y=TOP):IJ•9-3,23,(J10.3,23, 5X6 8-0 8-0 6-0 s-0 8-0 L HL TO PK:21-2-15 R HL TO PK :21-2-15 LEFT HEIGHT.0-4-3 SPAN:38=0j RISE:9-10-3 _ RIGHT HEIGHT_0-4-3- _ o-a�nc=c LOADING L(PSF1&Btr OR DF -L � MAX STRESSES MINIMUM GRADE OF LUMBER TOP CHORD:2X4 No. BOT CHORD:2X4 No.l&Btr OR DF -L TOP 10 7 LL.DEFL.@0=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L - -_' SPACING 24 0^in o. c. STR.INC.: LUMB = 1.15 PLATE = 1.15 = 1 REPETITIVE STRESSES USED NO. OF MEMBERS DEFLECTION(IN.) L.L■ 0.00,D.L=0.00,T.La0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOT NT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NOS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. :4 sk ���. gk -Jun. 1.1.. 1998 4:16PM MITEK INDUSTRIES INC. No•3371 P. 9 =..««ACES=32 'Ver. 1.1»»=a=======-_ [ 268.9.27 Wed n u 10 10:09:18 1998 Customer :.NIX Pro3ect #: RH3050 Truss ID = : D 4 Family # 109 Top Pitch- 6/12 Span 38-0 _=Bld(4/2O/1998),v1.1===��___ __________ Quantity : =ti � --� TOP CHORD 1-2w-2016 BOTTOM CHORD 7-8w 1791 2.11■ -235 WEBS 5.8. 413 REACTIONS SIZE 1--.1251 3.50 7••1131 3.50 2 -3■ -1907 8-9■ 1458 3=11w 413 6 -8■ -23S 3 -4■ -1416 4-5-1416 9-10■ 1111 10-11= 1458 11-1= 1791 3 -10■ -438 4.10= S1S 4.9. 515 QPu f` rC�, C1 ` 5 -6■ -1907 6-7=-2016 _ 5.9■ -438 PLATE OFFSETS (X=LEFTY=TOP):C)3a3,3],CJ5m3,3],[)9-3,2],IJ10a3,2), 1.1 6-8-5 6-1-1 —1-13 6-1-1 4X4 —1-13 a NO. C049919 EXE? 9-30-00 3X4 5X6 5X6 3X4 t,onneci truss 10 girtler with Simpson or equal 5 Z -E/ -''hanger. L , HL TO PK : 21- 2 -15 -------- R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:_387�0- RISE:9-10-3 RIGHT HEIGHT:0-4-3 =1= = s = c = LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.339 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 7-8-0.440 BOT CHORD:2X4 NO.1&Btr GR DF -L BOTT 0 7 LL.DEFL.010=0.10 < L/360 WEBS :2X4 STANDARD GR DF -L 0 _ = a ¢ _ - = a c == SN_T=N_ .: LUMB 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 DEFLECTION(IN.) L.l■ 0.10,D.Lo0.09,T.Ln0.18 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. IdI7 Delp A Jun •11. 1998 4:17PM MITEK INDUSTR[ES.7INC. N o . 3 3 7 1 P. 11 _e-c«<ACES-32', Ver. . 1.1»»==___-_ __� 1268929 ' =====m=====<c«MOSS»»�._=====a= Wed Jun' 10 :.09"; 33 .1998 Customer NIX Pro3ect #: RH3050 Truss , ID Dl' x10 Family #,sgectal,. To Span 38-0 Quantity 8 pitch.•.�3%12. co=C.c.e= . WEBS REACTIONS SIZV U N 1 1 1998 TOP CHORD BOTTOM CHORD 1-26 550 7-8■•1705 8-9■ 1513 2 -12■ -197 6.10■ -481 12=-1416 3.5 8■ -975 3.50 2-3a 548 9-10. 1223 10-11- 865 3 -12■ -1856 3-11. 546 6-9= 307 7-9x-218 3 -4■ -1437 4.5■ -1437 11-12. 827 4 -11■ -244 Q OJFS73A, 5-6=-988 12-1=•4905-11= 680 5-10= 254 ./ 6-7-1S20 c• lib PLATE OFFSETS (X=LEFT,Y=TOP):[j3.3,33,(jW ,33,(110=3,23,[)11=4,23,1)12.3,21, 3: 2-0 12-6 19-0 26-5-1 4-3-8 4-1-4 4-1-4 6-6 7-5-11 4x4 W -W NO. C049919 h EXE' 9-30-00 5 X 6 \ a BRACING 5X6 3x4 Connect truss to gird ce�oaanto. j with Simpson or eat REQUIRED AT Sl1PPORT. � - cu 5 -Ls hange, �4 3 8 12-6 I 20-8-8 29-4-4 3 -0 4-3-8 8-2-8 B-2-8 8-7-12 8-7-12 L`.=HL TO PK:21-2-15 INTERNAL RISE -.2-0-10 R. HL TO PK :21-2-15 LEFT HEIGHT:074-3 t -'SPAN-.38-0 RISE:9-10-3 RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES. MINIMUM GRADE OF LUMBER L TOP 6-7¢0.348 TOP CHORD:2X4 No.i&Btr GR DF -L TOP 16 7 BOTT 8-9=0.432 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.®10=0.07 < L/360"WEBS :2X4 STANDARD GR DF -L - REPETITIVELSTRESSESIUSED TE = 1.15 NO. OFGMEMBERS in. 0. c. WEB.3-12;-6-10-BRACED-at"1/2-POINTS AS -SHOWN ABOVE �N`ota:Use 1x4"or",Zx3.Cont. Bracing conn.w/2-8d naiis,or T -brace of same size and grade as+web.conn. to narrow face w/10d nalLs_6�In. o.c DEFLECTION(IN.) L.L■ 0.07,D.LcO.06,T.L■0.13 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESION CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REGD)CONSULT BLOC ARCHITECT OR ENGINEER. .b Juvd 1. 1998 4:18PM MITEK INDUSTRIES INC. No.3371 P- 12 =a««ACES-32 Ver. 1.1»»==_ [ 268930 . =a"==" Wed Jun TO 10:09;44 1998 Cusiromer NIX Project #: RH3050 Truss ID D2 Family # special Quantity 8 Top PT 6/12 Ran cut : 023-8 Q Y Bot pitch 1.05/12 7-8 312,15-1'4/12, :a.cc_-ac=-ea�cc- TOP CHORD BOTTOM CHORD WEBS REACTIONS SIZE J UN 1998 1-2= 38 7-8-27 8-9. 26 14-15=-34 2 -15■ -1007 5-12s 361 i=•298 3.50 2 -3■ -1134 9-10--76 15 -1■ -35 2.14= 1066 6-12= 204 8■ -298 3.50 3.45-959 10-11= 0 3.14:•106 6.10■ -448 15=-1084 3.50 4-5=-959 11-12- 42 3.13u-190 -7-10•.1149 9=-1063 3.50 _ 5.6•-1393 12-13. 1236 4.13. 603 7-9=-982 0 SI'J 6.7■ -1183 13-14= 1014 5-13--563 12-10= 1110 PLATE OFFSETS (X■LEFT,Y-TOP):Ej2.2,1.53,Ej3=3,33,(j9=3,2),(ji4.3,1.51,Ej15=3,23, a- - a BRACING •3X5 REQUIRED AT SUPPORT: ­\ I 3x5 a 6x;✓ 0-8 = .may l"y � 1 8 -3 -pt i i-1 -8 Id 3X5 3X8 I 1X4 � ;fl NO. C0499 -1q EXP 9-w.oc, 3X4 • 8LOCKING a BRACING 4X4riEQUIRED AT SUPPORT: / 7 3X5 3X10 5x8 1 6_3_g 1••, 12-7-12 -4 19-0 123-�I _29-10-4 I 36-0 i 42-0 i 6-3-8 6-4-4 6-4-4 4-8-6 6-1-12 6-1-12 5-0 L. HL TO PK:21-2-15 INTERNAL RISE:2-0 R. HL TO PK -:6-0-15 LEFT HEIGHT:0-4-3 SPAN:42-0 RISE:10-4-3 RIGHT HEIGHT:0-3-14 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3-0.654 TOP CHORD:2X4 No.l&Btr GR DF -L top 16 7 BOTT 12-13=0.274 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.011=0.06 < L/360 WEBS :2X4 STANDARD GR DF -L 0 in o. C. STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING -• 24N0. OF MEMBERS = 1 REPETITIVE STRESSES USED CHORD: 11-12 TO BE 2X4 STANDARD OR DF -L PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. DEFLECTION(IN.) L.L= 0.06,D.L=0.05,T.L=0.11 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBo,TP1-91 .THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT 0 ENGINEER. ^t V I kjq" S1,4'h 4X4 • 3x4 5X6 !I 3 Id 3X5 3X8 I 1X4 � ;fl NO. C0499 -1q EXP 9-w.oc, 3X4 • 8LOCKING a BRACING 4X4riEQUIRED AT SUPPORT: / 7 3X5 3X10 5x8 1 6_3_g 1••, 12-7-12 -4 19-0 123-�I _29-10-4 I 36-0 i 42-0 i 6-3-8 6-4-4 6-4-4 4-8-6 6-1-12 6-1-12 5-0 L. HL TO PK:21-2-15 INTERNAL RISE:2-0 R. HL TO PK -:6-0-15 LEFT HEIGHT:0-4-3 SPAN:42-0 RISE:10-4-3 RIGHT HEIGHT:0-3-14 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3-0.654 TOP CHORD:2X4 No.l&Btr GR DF -L top 16 7 BOTT 12-13=0.274 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.011=0.06 < L/360 WEBS :2X4 STANDARD GR DF -L 0 in o. C. STR.INC.: LUMB = 1.15 PLATE = 1.15 SPACING -• 24N0. OF MEMBERS = 1 REPETITIVE STRESSES USED CHORD: 11-12 TO BE 2X4 STANDARD OR DF -L PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 10' O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. DEFLECTION(IN.) L.L= 0.06,D.L=0.05,T.L=0.11 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 ORD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBo,TP1-91 .THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT 0 ENGINEER. ^t V I kjq" S1,4'h Jun -I1 1998 4:18PM MITEK INDUSTRIES INC. No.3371 P- 13 ===««ACES -32 Ver. 1.1»»=s== -s===== [ 268931 1— ___=====m««MOSS»»===__-___ Wed Jun 10 10:09;59 1998 CUB omer NIX Pro3ect #: RH3050 Truss ID D3 6%121a1 TcmiP3tch an S : 42-0 0-3-8 Qu : 1 c Bo pitch 1.05/12 Sat cut 7-8 3/12,15-1-4/12, ==Btd(4/20/1998),V1.l===========___'====`6=��"==a.s=nc=— TOP CHORD BOTTOM 1-2. 530 7-8s-11 8-9= 11 CHORD 14-15. 603 2 -16■ -1813 WEBS 5-13c-566 REACTIONS SIZE 12-10■ 1146 1=-205 3.50 2-3=-1284 9 -IOM -94 3-4=-1021 10-11■ 0 15-16. 635 2-15= 254 16-1=-495 2-14= 555 5-12. 364 6-12■ 229 8■ -295 3.50 16■ -1151 3.501t U 19 9 8 4 -5■ -1021 11-12= 42 3.14■ -14 -6-10=-468 9=-1091 3.50U 5 -6■ -1458 12-13. 1294 13.14= 1148 - 3 -13■ -285 4.13■ 659 7-10. 1203�Q? 7.9=-1012 FESS�O�� 'Y 6-7=-1221 Q PLATE OFFSETS (X2LEFT,YzTOP):[J2m5,1.53,I13=3,31,[)9=3,23,[JlOuS,2.53,Cjl5z3,23,()16-3,21, c *: 0499 EXP 9-30-q0 8LOCKING & BRACING REQUIRED AT SUPPORT: 3x9 t-4 8-4-4 4-0-8 8-2-6 a -2-B s-10-1 4x4 a 3X4 5x8 b 3 3X4 4 4X4/ CAL1F0� BLOCKING & BRACING REQUIRED AT SUPPORT: 3X5 b 1� 13 1 = 0-6 = 8 3X4 3X8 1X4 4X10 5X8 ., e-3-� 5-1-12 � 12-7-12 I 19 0 �3-8-8 124-10-d � 38-0 42-0 1 5-1-12 6-4-4 6-4-4 4-8-8 5-1-12 8-1-12 5-0 t -t-12 3XS a `• t L HL TO PK:21-2-15 INTERNAL RISE:2-0 R. HL TO PK :6-0-15 RIGHT HEIGHT:0-3-14 LEFT HEIGHT:0-4-3 SPAN.:42-0 RISE:10-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER DF -L L TOP 2-3=0.697 TOP CHORD:2X4 No.l&Btr GR TOP 16 7 BOTT 13-14=0.285 BOT CHORD:2X4 NO.1&Btr GR DF -L BOTT 0 7 LL.DEFL.@11=0.06 < L/360 WEBS - .2X4 STANDARD GR DF ^6-L PILS1.15 PLATE = 1.15 ING240in. 0. c REETTIVETRESSESUSENO. = -- OF MEMBERS = 1 CHORD: 11-12 TO BE 2X4 STANDARD GR DF -L PROVIDE 2.4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 101 O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING IS NOT APPLIED. DEFLECTIONOW .) L.L= 0.06,D.Ls0.06,T.L■0.12 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS V/NDS DESIGN SPECS, U8C-ICBO,TPI-91 TKIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. V . G0kj%" . ��t h i3 tt4G OF? NFA ' 3 gUILD 0 X, P Jun,il• 1998 4:19PM MITEK INDUSTRIES INC. No.3311 P. 14. ===««ACES -32 Ver. 1.!>>>>======-.===['268932 '4-8-8 • 6-2-8 J =___ -___=-=««MOSS»»========= Wed Customer NIX Project #: RH3050 Trues ID D4 Jun,10 Family # .10:10.00.•1998 : EI ectal 12 Stan : 42-0 Quantity :.1 To Pitch Bo : 1.05 1.05/12 S a cut 0-3-8 3X4 pitch 7-8 3%12,15-1.4/12, 5X8 e REACTIONS - SIZE JU ; 1qe Q @� 8 TOP CHORD BOTTOM CHORD WEBS 9 1.2a 660 7-8* 156 8 -9■ -151 14.15■ 2265 2 -16■ -3493 5 -13■ -564 12-10= 1216 1=-165 3.50 2 -3■ -1669 9-10=-268 15-16= 2387 2-15. 824 5-12. 361 8-267 3.50 6 3-4e-1177 10-11= 0 16-1=-615 2-14=-785 6-12. 305 160-1119 3.50 4-5=-1177 11-12a 42 3-14■ Z30 3-13-534 -6-10=-528 7-100 1446 9=-1191 3.50 (;0 SS,Q 5-6=-1612 12-13= 1431 7 6 -7■ -1296 13-14= 1493 4-13. 798 7 -9■ -1126 PLATE OFFSETS (X=LEFTY■TOP):[J2.8,1.5),[j3.3,31,[j9.3,21,[110=5,2.5),[115.3,2),(J1634,21, :f- 4-4 BLOCKING & BRACING 'EQUIRED AT SUPPORT; 3 1 X12 7 3X5 0-6 I 1 8 .. 1-12 NG. C049919 EXP 9-30-00 NSP Of CALli:O RF 6-4-4 '4-8-8 • 6-2-8 04 4 3X4 5X8 e 3 3X4 BLOCKING & BRACING 6 REQUIRED AT SUPPORT: 4X8 7 3X5 14 13 2 0 3X4 3X8 c T Z���• 1X4 L� 4X12 Sx6 , #MY -4-4 4-8-8 1-12 ' 6- L. HL TO PK:21-2-15 INTERNAL RISE:2-0 R. HL TO PK :6-0-15 LEFT HEIGHT:0-4-3 SP_AN:42-0 RISE:10-4-3 RIGHT HEIGHT:0-3-14 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 2-3=0.826 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 16 7 BOTT 14-15=0.444 BOT CHORD:2X4 No.l&BLr GR DF -L BOTT 0 7 LL.DEFL.®14=0.12 < L/360 WEBS .2X4 STANDARD GR DF -L C=�_INC.: LUMB - 1.15 ___-�mmc='-=�-.-asc====^�IDcc:_��=vc======�secc STR 15 PLATE = 1.15 SPACING - 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 CHORD: 11-12 TO BE 2X4 STANDARD GR DF -L WES 2-16 BRACED at 1/2 POINTS AS SHOWN ABOVE PROVIDE 2*4 CONTINUOUS BRACING AT BOTTOM CHORD NOT EXCEEDING 101 O.C. OVER DROPPED BOTTOM CHORD AREAS WHERE CEILING ISNOT APPLIED. Nota:Use 1x4 or 2x3 Cont.Bracing conn.w/2-8d nalls,or T -brace of same site and grade as web conn. to narrow face w/10d nails 6 In. o.c DEFLECTIONO N.) L.L- 0.12,D.L-0.10,T.L=O.22 PLATES ARE MITEX M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICAL LY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COUN I I BUILDING DEPARTM1E�a � -Juri-l1: 1998 4.19PM MITEK INDUSTRIES INC. No.3371 P, 15 =e=««ACES-32 Ver. 1.1»»---�_____�� 1268933 1 @@m========««MOSS»»===='_=== Wed Jun 10 10-10-10 1998 Custromer : Project #: NIX RH3050 Truss ID D5 Family # : To? Pitch special Span : 42-0 Quantity :.6 : 1)(05/12 Seat cut : 0-3-8 P 7-8 3/12, ==Bld(4/20/1998),v1.1===mc== TOP CHORD 1-2--1891 7-82-98 BOTTOM CHORD 8-9m 95 2 -12■ -242 WEBS 6 -10■ -28 REACTIONS SIZE 1--1078 3.50 2-3=-1687 9-10. 1313 3.120 340 6-94-1511 80-310 3.50 90-1235 3.50J U N 1998 3-4=-1132 10-11- 1236 3-11=490 7 -9■ -273 4-5--1132 11-12= 1358 4-11■ 736 5.6•-1448 12-1= 1679 5 -11■ -345 6-7=-74 5-10= 153 PLATE OFFSETS (X■LEFT,Y-TOP):113=3,33,1)6=2,1.53,1J9=3,2),I)11=4,23, —4 Connect truss to girder s,8 with--Slmpson or equal Lv5yP, 1 . hangeriX4 _ 2 �\ 06 t 12 3X4 04 11 5X8 3X4 a NO. C049919 EXP 9-30.00 CML 3X5 BLOCKING a BRACING a REQUIRED AT $UppORr; 4X4/ i 3X5 a 3X4 6X6 27-6 10 9-6-6 8-6 a -s 6-0 L. HL TO PK:21-2-15 R. HL TO PK :6-0-15 LEFT HEIGHT:0-4-3 SPAN:42-0 RISE:10-4-3 RIGHT HEIGHT:0- -1 �-s= LOADING (PSF� MAX STRE�SSES MINIMUM GRADE OF LUMBER L TOP 5-6=0.320 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 12-1-0.501 BOT CHORD:2X4 N0.1&Btr GR DF -L BOTT 0 7 LL.DEFL.911=0.08 < L/360 WEBS :2X4 STANDARD GR DF -L _ �C- STR INC.: LUMB - 1.15 PLATE = 1.15 SPACING • 24.0 in. o. c. REPETITIVE STRESSES USED NO. OF MEMBERS = 1 WEB 3-11; 5-11; 6-9 BRACED at 1/2 POINTS AS SHOWN ABOVE NotelUse 1X4 or 2x3 Cont.8recing conn.w/2-Bd nails,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 in. o.c DEFLECTION(IN.) L.L= 0.08,D.L■0.07,T.Ln0.15 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 CRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TP1-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHiCH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. BUTTE COON 1 i RUILDING [HEPAR N..r `Ju11;.1998 .4;21PMY{ M1TEK 1»> CUet�o IN Sranect # •�'383050s1 aBld(4/20/199B),v1.1==�m=====iiC===� TOP CHORD BOTTOM CHORD 1-2=-334 7-8= 468 2 -3■ -228 8.9= 114 3.4= 397 9.10=-236 4-5. 93 10.11■ -70 5.6■ -420 11-1■ 296 6 -7■ -526 3; f _,' [aiQiC��- N " No;..3371 L r11S `r3.�1L »,�:yp+.fit ._«.v.,•. s,. :.. ...� jun T+nyc . NESS 'REACTIONS. SIZE'JUI 2.11■ -258 5.8■ 437 1n-359 3.50>A 3-t1■ 456 6 -8■ -255 7[-447 3.50''' 3 -10■ -466 10■ -1456 3.50 4-10=-997 4.9= 512 5 -9■ -448 - i (5 A �r t1 •lv ■ - Connect truss to girder 3x4 3x5 3x4 3xa with Simpson or equal BLOCKING & BRACING Ly S 'iJ3 hanger. REQUIRED AT SUPPORT: g F 8-0 9-10-4 4-1-12 8-0 8-0 L. HL TO PK:21-2-15 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:38-0 _RISE:9_10-3 - RIGHT HEIGHT;0-4_3 ss�c=C-asic==casccC=C=acc=CO-.Jas=C=�O�sc��--eQ�=�.--�Qc�=�=mic��-O LOADING (PSFE MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 3-4=0.431 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 11-1=0.279 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@8=0.02 < L/360 WEBS :2X4 STANDARD GR DF -L REPETITIVELSTRESSESIUSED TE 1.15 NO. OFGMEMBERS :moi o. C. WEB 3-10; 4-10 BRACED at 1/2 POINTS AS SHOWN ABOVE Note -.Use 1x4 or 2x3 Cont.Brecin8 conn.w/2-ad nafla,or T -brace of same size and grade as web conn. to narrow face w/10d nails 6 In. o.c iDEFLECTION(IN.)'L.L■ 0.02,D.L=0.02,T.Lr-0.04 R PLATES -ARE MITEK M20.165,142 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT,SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACiNG(WHICH IS ALWAYS REGD)CONSULT BLDG ARCHITECT OR ENGINEER. r -1^n a �.:. a -r .. x, •.,.r 1..'�.,' � "�`i�r ��¢...nrr<v.. ys'.'i-'.' ..� - r c r+:,tF.s: . Jun 4 11'`� 1998._20PM n",MITEKr"INDUSTRIES 1NC' #' {rJ�yX7 a } + ♦ i,., -+��jd '.* - t'S.j ,qf �. 'fit J."s ..1Dts r'r .'`.z` t1�'• +�'`"'Y Yr'.?�}v ` - - raj -%. �acC«<�1C�''5132!Zve >9��:c268934, ac Cus Omer: `NIX �-�� MN �'`� {� ,We Pro) ect �RH3050 < t i�r xTruss, ID :}� �- E 'Fa # t, v .� San • 38'0 _1y .5 = I-Qual titY 1� . o.a61d(4/20/1998),v1 1�a� _sus »�c o=ea�i=ae �a o mc: WnM=--._ BOTTOtd tMORO WEBS REAi TOP CHCRD 1 -2■ -334 7.8. 468 2.11■ -258 5-8m' 437 1 479.'"'7 �'13.50 2-3=-228 8.9. 114 3.11. 456 6-81.255 7=-447 "r 3.50 3-4= 397 9 -10■ -236 3 -10■ -466 10=-1456 3.50 4-5= 93 10-11=-70 4.10=-997 5-6r-420 11-1. 296 4.9= 512 6 -7■ -526 5 -9■ -448 PLATE OFFSETS (X=.EFT,Y-TOP):Ij3=3,33,Cj5=3,33,U94,23, BOTT CHORD SPLICES:10.11=3X6; 3 6-8-5 12-10-3 19-0ZO-T-1'aI= = 6-8-5 6-1-13 6-1-13 6-1-13 6-1-1 4X4 r7- NO. C049919 EXP 9 -30 -GO Z (5 } 3X4 3X5 5X6 3X4 Connect truss to gird@r With Simpson or equal i` 5.. u - hanger. $ 01 17-10-4 22-0 30-0 i 38-0 8-0 9-10-4 4-1-12 8-0 8-0 L•.'HL TO PK:21-2-15 R. HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:38-0 RISE:9-10-3 RIGHT HEIGHT:0-4-3 �sa�cCC�0=e �e�C0� QaacCCC�amt=����=��cnoao-s:aoC��es=ocO��G7 �a.ac����.�a�c���C�ac�� LOADING (PS F) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 3-4=0.431 TOP CHORD:2X4 No.1&Btr GR DF -L TOP 16 7 BOTT 11-1=0.279 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.@8-0.02 c L/360 WEBS :2X4 STANDARD GR DF -L E ILSIDTE a 1.15 FG:no. c.RETTIVETRESSESUSENo.OMEMBERS i YES 3.10;•4-10 BRACED at 1/2 POINTS AS SHOWN ABOVE - - --_�Note:Use 1x4 or 2x3,Cont.Bracing eonn.�/2-Bd nai(s,or T -brace of same size and grade as web conn. to narrow fece.w/10d nells 6 in:-o.c DEFLECTIONO N.) L.L■ 0.02,D.La0.02,T.LcO.04 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 646 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOVN)DESIGN CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN Is FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(VHICH IS ALWAYS RECD)CONSULT BLDG ARCHITECT OR ENGINEER. stilt 4P o� /V( 00 lJAI P Fps f. ;� .,... • � 1, e� F ;�: n.. !-�"{. +Z►'Vt -�,-.. �a "� Uo- �11, X1998' 420PMMI�TEK INDUSTRIES<<fNC} i �`u" No ,.3311. �P:`'1`7'' r ,F,+"'MrgA 1� *.. y,, �y�. -�.wJ: • •'Y' w;,St[�.a.i+:.a s Mw`a'eek` :'SSI;�A vnt,,=�� C�ea C��C� seri"268935!= +_-«<aACrS-3NCIXer1 �1»» ,� ��,xfrw2(Jun 10 110+.10'�2Qw�1998•. P otome �� RH3050` Tru ID i �, ss 7D7GE Fdmily',�#' 109.a, S ect" # R , , {ToP Pitch :'Span 38_0 -- Quantity •_ 1 . _ __ �, -•=Btd<4/20/1448) v1 1=-=�acooaac--=aacocbc=_ocsac_ aa�canc a`a -sa_ gaaa paac mac„ NOTES:' 1 Gable studqg spaced at 16 inches o . c . F.,. 2 :Brae vertical. Studs in, accordance witch standard�� � able end detach; 3 -Continuous be rin provided along entre bottom•cghord 4 -Provide iX4 platen 8t each endo gable stud unless otherwise noted PLATE OFFSETS (X=LEFTY=TOP):[J9=3,Z), BOTT CHORD SPLICES:10.11=5X6; 5X6 8- 17-10-1 - - 0 1 8-0 9-10-4 4-1-12 8-0 8-0 L HL TO PK:21-2-15R HL TO PK :21-2-15 LEFT HEIGHT:0-4-3 SPAN:38-0' RISE:9-10-3 RIGHT HEIGHT:0-4-3 LOADING L(PSF) MAX STRESSES MINIMUM GRADE OF LUMBER DF -L TOP CHORD:2X4 No.l&Btr GR TOP 16 7 BOT CHORD:2X4 No 1&Btr GR DF -L BOTT 0 7 LL.DEFL.60=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L EPILSIDTE = 1.15 FGSino. c.RETTIVETRESSESUSENO.OMEMBERi DEFL£CTION(IN.) L.Lm 0.00,0.LmO.00,T.L=0.00 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 646 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESIGN CONFORMS W/Nos DESIGN sPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. qt /t pA�� :�._ Jun 111998 4:,9P2M MfTEK:INDUSTR «z<ACES�,,32��Ver V-4u's omer*r NIX '; r a 4' '�? Proect� # RH3050G�TruE Span 13'- 0�y 'guar -miBld(4/201/99B} 'v1.1====gaaCcoaascCc:as�Cf NOTES : -Gable studq spaced `at" 169 2 -Brace vertical studs in 3 -Continuous bearing'provit 4 -Provide 1X4 plates at eac 31 6- 'a"xH' z. e. ES INC. It ID `v';EGE ty 1 taccC�'��ta�cPea=� ches ' o rc :' ordance with St along entire b end of gable St 4X4 9-6 13 -II 6-6 6-6 ;4 L. HL TO PK:7-3-3 r- R HL TO PK :7-3-3 ;LEFT HEIGHT:0-4-3 SPAN:13-0 RISE:3-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP CHORD -2X4 No.l&Btr GR DF -L TOP 16 7 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.60=0.00 < L/360 WEBS :2X4 STANDARD GR DF -L -_ �saZQ����=3sac�OO=ase....O=ma:cc��O.saccCDO�isaccC�vtf aac���aaaaac C -.;off cc�C=maeeC-- EILSTIDTE 1.15 FG-no. c.RPETTIVERESSESUSENO.OMEMBERS i DEFLECTION(1N.) L.L■ 0.00,O.L=0.0O,T.L=0.00 PLATES ARE MITEK M20-165;142 MANUFACTURED FROM ASTM A 446 GAD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY SRACING(WHICH 13 ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER. Ru� Z 1P °�li���, 'J'U6 Llil Fr 11998 V , 74, w y(� __. ««ACE$ -32 Ver «�1- Customer- s� NIX : .1"." 1"." r ' .'Pro ect ,';5;RH3050r�,:�,� ' co8ld(4/20/1998);Span v1:1=oa-cnoaa-- TOP CHORD " SOTTOM CHORD WEBS 1-Ze-415 34. 368 2-4= 89 2.3■ -415 4.1■ 368 rTEKI NDUSTR 1 ES f NCft` No 3311F�P": 4y�,,, `;,-zt,, t ^� f �• a: , �P�t,���y, �`r�• 'r�,� t51 r�{�4,r�� •° �Wed;�JunlOr�381998r,. tx Truss 'IDS:�;, x,*: Family# 101"z�r rii Quantity: 1 TopPstch == - REACTIONS - SIZE APPROVEDrFOR MITEK INDUSIRIES.INCa r 1•-501 3.50,,-: 3■ -501 3.50 JUN 11 1998 6-6 13-0 - t "- 6-6 6-6 ;L. HL TO PK:7-3-3, R. HL TO PK :7-3-3 •LEFT HEIGHT:0-4-3 iSPAN:13-0, RISE:3-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF) MAX STRESSES MINIMUM GRADE OF LUMBER L D TOP 1-2=0.328 TOP CHORD:2X4 No.l&Btr GR DF -L TOP 16 7 BOTT 4-1=0.167 BOT CHORD:2X4 No.l&Btr GR DF -L BOTT 0 7 LL.DEFL.04=0.01 < L/360 WEBS :2X4 STANDARD GR DF -L STR.INC.: LUMB - 1.15 PLATE - 1.15 SPACING • 24.0 in, o. c. REPETITIVE STRESSES USED NO. OF MEMBERS - 1 QEFLECTION(IN.) L.L= 0.01,D.L=0.01,T.L■0.01 PLATES ARE MITEK M20-165,1162 MANUFACTURED FROM ASTM A 446 GRD A GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY(EXCEPT AS SHOWN)DESION CONFORMS W/NDS DESIGN SPECS, UBC-ICBO,TPI-91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REQD)CONSULT BLDG ARCHITECT OR ENGINEER. DING 0 P Ff nsjm w,n R .,� Just 1T1 T998 4 22PM �MITEK' I N D U - \ f . i w?� s�'„�.•a 'tr F � r68 tree s -r 4,J o - 1 '+i ^�'c,'eP• `i:.. .. r"y:+ cpF +'R y, + r 44 �V �y h ES 32 Over Z<AC 1 1'»» ## ,Yw T� Project :,!RH3050 ,Span , s:BId(4/20%1998)fv1 1--=:ac=.-afc�_Csf w TOP CHORDBOTTdM CHORD WEBS 1.2=-5485 5-6■'4932 2-7-191 2-3a-5404 6-7= 3344 3-7. 2781 3.4=-5404 7-1. 4932 3-6= 2781 4 -S■ -5485 4 -6■ -191 TRI ESINC,�'"""w>`� No• 3371 'P �lM1�'".'� � 1998 -facet 'WedJuii�lOr.10:14 43 ussID SEGa `' ,Family,{#t 104'4, „ r anti'ty i2,; •=ff¢�O=af�ss==3sfa=C�ffc=C=Cmaffaa===a �aca_a aff•a . REACTIONS. -:SIZE APPROVED FOR;MITEK IWDUSTRIESINC:", 1* -3622 3.S0 -' 5a-3622 3.50 JUN 1 1 1998 PLATE OFFSETS (XaLEFT,Y=TOP)t[13=4,1.5],[]6=3,2],[17.3,21, r El -6-4 2-11-12 2-11-12 * NO. 0049919 5X8 EXP 9-30-C10 3 �,9j�OF CAL t>r0�`P 7X6 7X6 K5+3X4 4-6-3 8-5-13 13-9 , 4-6-3 3-11-11 4-6-3 L. HL TO PK:7-3-3 R. HL TO PK :7-3-3 LEFT HEIGHT:0-4-3 SPAN:13-0 RISE:3-7-3 RIGHT HEIGHT:0-4-3 LOADING (PSF� MAX STRESSES MINIMUM GRADE OF LUMBER L TOP 1-2=0.111 TOP CHORD:2X4 No.l&Btr GR DF -L. TOP 16 7 BOTT 7-1=0.604 BOT CHORD:2X8 -No.1 GR DF -L BOTT 0 7 LL.DEFL.06=0.04 < L/360 WEBS :2X4 STANDARD GR DF -L ELSRILUS=1.15 FGin0. c.RPETITIVEESSESNOTEDNO.OMEMBERS t LOADING STRESS INCREASE LOADING PANEL(PLF) / JOINTS(LBS) LUMBER PLATE TYPE 1 1.15 1.15 UNIFORM 1- S■ 46 5• la 524 2 MEMBERS NAILED TOG. W/1 ROW(S) OF .1310 1n. NAILS 12 in. o.c.(TOP CHS.),AND 1 ROW(S) OF .131x3 in. NAILS 3 in. o.c(BOTT. CHS -7) For Webs use 1 ROW of NAILS 12 in. o.c. DEFLECTION(IN.) L.Lm 0.04,D.L=0.04,T.L=0.08 PLATES ARE MITEK M20-165,142 MANUFACTURED FROM ASTM A 446 GRD A•GALVANIZED STEEL(EXCEPT AS SHOWN) PLATE MUST BE INSTALLED ON EA. FACE OF JOINT, SYMMETRICALLY (EXCEPT AS SHOWN)DESIGN CONFORMS WADS DESIGN SPECS, UBC-ICBO,TPI.91 THIS DESIGN IS FOR TRUSS FABRICATION ONLY.FOR PERMANENT AND TEMPORARY BRACING(WHICH IS ALWAYS REOD)CONSULT BLDG ARCHITECT OR ENGINEER R�gL8W� �O .. 44 �� hep j j �' p RTM& , EVERETT AND JANE BRANDS 46 OLD CHICO WAY, CHICO, CA 95928 B E A U T Y DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530L538-2140 Re: Building Permit # 01-0330 Expiration Date: 2/10/02 A.P.# 039-410-078 With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into one of the category marked below: [X] . Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return aU copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHTC0 office. Thank you for your prompt attention concerning this matter. YWrs very truly, C. Vieira, C.B.O. Building Inspection MCV:lt Attachments CC;_ ADONIS POOLS, 12 PHEASANT'RUN COURT; CHICO, CA 95973 1 Chico Office - 411 Main Street, Chico / 891-2751 BEAUTY DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7541 FAX: (530) 538-2140 Re: Building Permit # 00-0215 Expiration Date: 2-10-01 A.P.# 039-410-078 BRANDS, 46 OLD CHICO HWY,indicate With reference to the above subject, our records ndicate that your building permit expires on the above date and your permit falls into one of the category marked below: [ Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [ ] No inspections have been made on permit work. Inspections are required to verify code compliance. We are unable to renew a permit where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has been issued. [ ] A final inspection has not been made on permit work. Final inspection approval is required before occupancy. Our field inspector has verified that the building is occupied. Occupancy must cease until a final inspection can be made and final approval given. You have 30 days to voluntarily cease occupancy or to present an acceptable plan for abatement or corrective actions to be taken by you. If our records are in error or should you have any questions concerning this matter, please contact the CHICO office. Thank you for your prompt attention concerning this matter. M very truly, C. Vieira, C.B.O. -, Building Inspection CC: ADONIS POOLS MCV:lt Attachments Chico Office - 411 Main, Street, Chico / 891-2751 Perrt�it C/earance Environmental Health issues: Septic Permit Review: Agriculture Affidavit Required ❑ No ❑Yes Well Permit Review: Designated Well Site ❑ No ❑ Yes , Land Development Review: Drainage Plan (Com/Ind/Multl) ❑ No ❑ Yes Parcel Created by: Deeds Date Date of Creation: �% — ?J 7 Legal Access Provided: ❑ No ❑ Yes Deed Reference: 22 Legal Access Required: ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Compiles with County Standards for Deed Creation: comments: J1 Map Date of Recording: ❑ Verify Legal Parcel ❑ Comply with condition no, Lot: 22, 2`3 � 2y ❑ Verify Legal Access ❑ No ❑ Yes /vAs'' 39-41 i-lor l/ �Z' 4v3 Block: Book: 1� Page: / of conditions of approval for the ❑ Obtain a Certificate of Compliance (See Planning Division for application). ❑ Provide Creation Deed ❑ 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). ❑ ConsOW road to ❑ Meet parcel size required by zone ❑ Meet current EHD requirements. ❑ Other General Comments: AIO 1N3VJdOl3A30 atoll 311(18 j0 UN600 6661 9 1 130 ❑ APPROVED Permit clearance XCONDITIONALLY APPROVED Genera/Information Owners Name: 9 —0 M Same as Computer Information: ❑ No ❑ Yes Address: ❑ RESOLVE PRO((B��LEMS PRIOR TO APPROVAL Permit #: "1q 2-:11-11 Properly Information Zone District: A — D Date of Zoning Ordinance: General Plan: 0- Development Agreement: Use Permit: Variance: Parcel Is In: Land Conservation Agreement No ❑ Yes, check use Minimum Acreage: Nitrate Action Plan ❑ No ❑ Yes Violation Area ® No ❑ Yes Specific Plan No ❑ Yes ❑ Chico ❑ D2N Enterprise Zone No ❑ Yes, check use Floodplain No ❑ Yes Zone: Watershed Protection Zone No ❑ Yes Date: 1QW—% 0! AP #: _ 1 ? 9 7�1 ❑ Cohasset Panel Number: �S S Proposed Use: ❑ Agriculture Building ❑ Commercial ❑ Industrial ❑ Mobile Home SFD ❑ Residential Accessory ❑ 2nd Dwelling ❑ Multi -Family >2 units per parcel ❑ Other ' Proposed Use Complies With: IN General Plan. Zoning Proposed Use Reouires: ❑ Use Permit ❑ Minor Use Permit ❑ Administrative Permit ❑ Accessory Building Use Commercia I/Industrial/Multi-Famil Parking: ❑ Parking Requirements are OK as Shown Landscaping: ❑ Landscaping Requirements are OK as Shown Road and Drainage Improvements Required: ❑ No ❑ Yes Aoolicable Setbacks: ❑ Other ❑ Other ' Zonin Code tr Hi hwa s Fr Prev nti n Subdivision Ma Front 20 �-- Side Z Side street Rear 2 Height �� NOTE: See the attached Reid tial Cons Reauirements Pages ILL MU"68 AND.. EQUIPMENT IN C.LUDM bVERHANGS SHALL -BE CLEAR OF ALL EASEMENTS SET SACK OF aZ,S FT- FROM 114E i _F THE REAR PROPER` AND FTA 7. 8RA—LL BE - FT, FROM THE k6jiD C NTE ..LIN ZEWA OF STRUCTURES AND. EQVIPM15,4T EXCVT*' r -OR A 2 FT. EAVF_ OVERHANG. "414 PLANNING DIVISION- BUILDING PLAN APPROVAL L4 –1 o -, 0711� Use: Date: APPROVAL E COMY Parking:— Landscaping: OUTT ther, MUM DEPARTME ONT Signature:A V E D A P P 0 APPROVED Butte County ronmentW Health In p 0 CP - 5 4-1 O J0 e 0 0.0- 0 2E.- e 7 O o+$ e 0.0 ooc SO 0 0SSE 3Q a.0 0.00 ao$ eoet n_ i �Z° rsoee �03> o pe qo `000.0 00 0 o c o 0 oGo 00 n jW .. J F p- C e 0 7 jy i o .0 V O COL— + C - o�2: > = o C C)o 0.c c 000 3 0 JE� o� Soo=L aJoE >scr�_ cox •_ o C,000 EL -00 c o o0U ACL a;'�88' o'�oc • O Fedi Fro V r Ame3LI MAX L rmtt>� rrA•t FFs�-�rrvf�sc�P P c K7' rot- PkT7 0 e.# -j e-rs, Lo N a.CCNW 4.10 o 2 01't'I•'G2 STS �-♦vf� 1 NtTT� uL h,a p o s tz Do PtaR Tests Rt dp j I P-tri.1 byv! b ofs 2001 G BC. A-PFPX S1. b I v 111. D ; F-i*t„ o dov er t-%- -- I D o o - Z o P s r P* M o Cov t r I=I_ = S- L -AVO L -AV LL = ZO PSFr E^�? I:p � 10 PSF W i D f 60 M pt+ Pu,r :) 3 PSS /to = /3 PSF -mss) =ic SWI &0'4)r. ; Zoe a � S / rs• a SDS )J& • 1 / 3 *) � 2 eaSA-i.l<8'T — /4 C30✓z FJt� qq/4T7mP-Wgj apna�pi�►s , �t,�.i3 -'I*i o}.13jt�"�5�=(3���y3~%s�r•.a�� 1,zt�:S36 `Btita,ccr rar,�ace-Q coy -7 J MA,c Tamp. LDAC ra 37tt4 el -m 536;* MPrA uPU Fr L Ac m L4.'¢xer' 5-;o *k. �L 54ZAc-9e I S 8'�X BX �Yy X 5/10 6TV-8- AAu.a F3&.ttxizr — Snow * ewe ATrpL w r Brea -max �r rD jeRFrbG - IgaA-,- wr M Lt;060 0 "33co* LTbrm� MAX TOM- LOA= To 516 �k m A -A upu Pr LoAo madz = 'S102 D . 90,00&K tr I.51: 1 %zX I %ZX JOE,61M. /� (�F,o x 174 MAO ra)wpje g 130 LtFa� D meo oa B2A-r- tsr ` Saht1lGT LL •C.PSP t)pL1 f t DM.: s PAS X 1= If{u.►d. •RaP SPr9ca►Jb /o. 120(is pip). 2y'I 35 = '� .211 -el S1=o I' S. o P. 2.1 Avg- /41-rweP ATS 46 111-1011 101.411 28 1011 B,a.ow �hJ2. A-iTAr-HMt,r De -mm- GALe-S. LtFa� -a cc a •c 0 CL E LU C �U y c i M tm � •c Zw 11 lz J W AL,=?- NA ra Oe n w R Prce A'►Tpvr�H M WT C ILr�•tin� Z -*PA -t, In - or- 80AGKE7 %t ATTR #1 o bJ T L(# to w s - 2° pwpT )a w000) = 9 $4/ N A I -). = p►o "/sc izwv LDIL V.4 LL. e#!o Ws —1%Z'' Pear) = 1143#,�ce� (J,is) 17Re4 6A S& mac..), (o MAL�L 1714 M o lu e7Qr AILM C 410 ws�,me "- w �bl. c�#lows 'C t Gnat P.�no /�-TTAt.N .Zx( S�wN � p 1 �2%a"Z LuHBEQCf'��N ,�! e e e JN Rx vt2.,- LOA P = 1 =� _ ► I (A — t.,ar-KaT is t czmar�¢o LS TI,max, (S�Z M TA,w 19D A X \/e2T"1.v*D = 1 2 D (31,'z -s z 2 — R r<cf ra Q+�Fi� Vogl' No, Nc. G.A PAu ty or 6g^c-,e er cwT7eaL o*p TZ) Sopflnyzr Z,24 vjjafL ,2A-F-r&t A r/9rChMwr W%RC1 BRoiCkCF3T MRx tRl C3 1424 (lo psF l Q= 11,=, _ ��73 S (lo f 5) m /+X r7'Z 16 A-R.e R (2o P 5%" ." o 2 50 = 11 _ , GLI SF �r NeXT- PA -aa .7'-L -7 zhqlibs m t:jt i t -I AX RAJ 0 MAX M NgX7- P477 V e -NW )ZDD P SL)UOff 13 ori . T 1 A LLDIZ A -&L P- L.Z>,+i> TO SV-�-ge-r .:'LZS-S THPW *^3� ALL#-LZ"LP, 'LDAD r -C2, AJ CT- 447-1 TI L- - .0 CL E w0 TU co (f) CY) ZLU c LIV,e,,M SL- .083. :BOAr.,Ker SPAg-MA MArx 4>1-4T- TD -' NtYt- SoppoAr P51: (IV � Lf/ ' L4 C.11! r�QSF 16 Lf 1 . 44 S tii AAAA JDI + 4p m 4 1 A t loo l a.�-1sy �: N b M A, o 1 sr, ra Q a)cr 1Zo oiL c CcK s;PPA&r 9.4s&D �D2 2x N 1 2 »i— v s '1S psi � % g'75410%ry ils) = 16,4o Psi t• 1, `x,olO VA66 0 _ l�h�t•. = 3�ofo Clb4o�112 = 411_ £S = 513lo(I�c.�cic��� = B,SbA1CD r COL �DfL 2xlo '4Z DF ��$9S PS1 '�� 8'75�1►25��1�3)z 1`122 PS) Ee1�6���0` 6 VALL MALL A&uArnaNS Foo MArx mur GAbpD oN CAPArli N OF EA✓e , L , ssACi v = W a + W = C FA4IL SP�)(RooP LL +-OL)-_ Q o EAV E Ua�l 6TH V'? t A -4E SP (AD OF LL *0. P= (saALxcorSP)( )CLL+ DL). ALL _ + leR�u sP)CQs,�)Lu.t otJ. PI5rr,,R, u --&A49 sPt+ 1200► AA. Fba jL) ' (Z` M = w�Z,f. P R piSrMn < �A�� -Ce�ve sP) QeoP LLWL��� 2 a X (EMUT JP)(LL+-=)Co QCi%) �rrcr = -- +P�.3 �1�28i DFL ZALL /80 C>gEI 3 E� C 17-) >• 12 Jh w Q� �. !��- �- P3 =-� - t �eQKwr fP�)Ce.L}a�� �► 10 o S rox g ET t 0o 88s 3 e 12 IES w�3 2 ASr�Ax — iBoC ngj — g R SPS ( LL + av h 12Es �3 � 0 St 71-7 ( rrt/s rA0Le 16 S Www, OF F; L -L -V► --w /'#V4j Live Load on Cover (psf) Rafter Spacing (in) Eave Length (in) Bracket @ 48" c.c. See Detail 1 or 2 2x4 Eave 2x6 Eave Bracket @ 24" c.c. See Detail or 2 2x4 Eave 2x6 Eave Bracket @ 16" C.C. See Detall 1 or 2 2x4 Eave 2x6 Eave 10 16 12 13'-0" 17'-10" N/A N/A 38'-10 53'-6" 16 9'-10" 17'-10" N/A N/A 29'-8" 53'•6" 24 6'-1" 17'-9" N/A N/A 18'•3" 53'-4" 24 12 12'-6" 17'-10" 25'-0" 35'•8" N/A N/A 16 9'-7" 17'-10" 19'-2" 35'•8" N/A N/A 24 6'-1" 171-4" 11'-3" 34'-8" N/A N/A 20 16 12 7'-6" 10'-9" N/A N/A 22'-6" 32'•3" 18 5'-9" 10'-9" 1 N/A N/A 17'-3" 32'-3" 24 3'-4" 101-4" N/A N/A 10'-2" 31'-2 24 12 772" 10'-9" 147 21'-5" N/A N/A 16 5'-6" 10'-9" 11'-0" 21'-5" N/A N/A 24 ' 3'-0" 1 10'-0" 6'-0" 20'-0" N/A N/A 1Notes. Design Loads: Patio Cover LL= 10 or 20 psf, Patio Cover DL=5 psf Eave LL = 20 psf, Eave DL =10 psf Wind: 80 mph (peraooi C$C - Appx 31, DIV III) Seismic: Zone 4 (Site=Sd, Na=1.3) 2) These Details and Table are intended for use with patio covers & . sunrooms that are built and used per the requirements of the EBC, Appx 31, Div Ill.. 3) The "Maximum Distance" value shown In the table are based on the capcity of the-ledger/bracket connection or the eave member strength, and does not Increase the allowable span of the roof panel or decking shown on the patio cover/sunroom plan. C"Pre-17%1 rNOLe ON ice, 2 ) , TABLE 1' MAXIMUM DISTANCE TO NEXT ROOF SUPPORT W/2x4 #2 DF EAVE 16 = BRACKET SPACING,(INCHES) EAVS 10 PSF ROOF LIVE LOAD ON COVER LENGTH (INCHES) LENGTH (INCHES) 16 ' RAFTER SPACING 26.87 = w PLF LAD TO USE MAX DIT TO NEXT ROOF SUPPORT 24 'RAFTER SPACING 40.00 = w PLF LOAD TO US MAX1 F SUPPORT (V) (M) (DEFL) (V) (M) FL) 12 388.96 405.37 98.48 388.6 38.90 375.63 3 8 375.63 37.58 16 380.07 296.25 968.77 296.25 29.62 362.29 .36 956.92 287.36 28.74 24 362.29 182.68 912.48 182.68 18.27 .63 169.35 872.48 169.35 18.94 -EAVE20 PSF ROOF LIVE LOAD ON COVER LENGTH (INCHES) 18 ' RAFTER SPACING 40 = w PLF LOAD TO USE ( TO NEXT ROOF 4 *RAFTER SPACING 60 =w. P LAD TO USE MAX DI TO SUPPORT (V) . (M) (DEFL) (V) (M) (DEFL) 12 375.63 398.70 97 .4 75.32. 4 355.63 778.25 (V) (M)LF 355.83 1.34 16 362.29 287.38 956.92 287.36 17.24 335.83 2 939.14 274.03 18.44 24 335.63 169.35 872.48 169.35 10.18 .3 149.35 .812.48 149.35 8.96 P TABLE 2: MAXIMUM DISTANCE TO NEXT ROOF SUPPORT W/2x6 #2 DF EAVE 18 = BRACKET SPACING,(INCHES) __-EAVE 10 PSF ROOF LIE LOAD ON COVER LENGTH (INCHES) 16 ' RAFTER SPACING = LOAD -MAXDIST TO U E TO N ROOF SUPPOR 24 "RAFTER SPACING 00 = LF LAD TO IST ROOTO F SUPPORT x).87 (M)LF (DEFL) (V) (M (INCHES) EFL) 12 789.58 1106.67 3841.27 536.00 53.60 778.25 (V) (M)LF .27 536.00 53.60 16 780.69 822.22 3827.57 536.00 53.60 762.92 .33 3815.72 536.00 53.60 24 762.921 533.33 3771.271 533.33 53.33.25 756.25 520.00 1 3731.27 1 520.00 52.00 VE 20 PSF ROOF LIVE LAD ON COVER 442.23 653.00 816.25 868.49 M(all) 334.96 418.70 445.50 896.00 1120.00 1191.68 EI 8575000 LENGTH 16 " RAFTER SPACING LOAD MAX DIS 24 ' RAFTER SPACING LAD M IST (INCHES) 40 = TO TO 80 = TO (V) (M)LF (DEFL) USE ROOF EFL) N) (M) EFL) ROOF SUPPORT SUPPORT 12 776.25 1100.00 3836.27 536.00 32.16 756.25 1 ful.77 536.00 32.16 16 762.92 813.33 3815.72 536.00 32.16 736.25 .00 3797.94 536.00 32.16 24 736.25 520.00 3731.27 520.00 31.20 .25 500.00 812.48 500.00 30.00 (BASIC) S C)F 1.25 1.33 (BASIC E 1.25 1.33 V(811) 332.50 415.63 442.23 653.00 816.25 868.49 M(all) 334.96 418.70 445.50 896.00 1120.00 1191.68 EI 8575000 33275000 Note: Where "Load to use" Is 536# - capacity Is limited by bracket attachment capacity. �7 TABLE 1: MAXIMUM DISTANCE TO NEXT ROOF SUPPORT W/244 #2 DF EAVE 7 24 = BRACKET SPACING,(INCHES) -JEAVE 10 PSF ROOF --LIVE LAD N COVER LENGTH (INCHES) 1 *RAFTER SPACING 26.67 = w PLF A TO U M 'ST NEXT SROOF UPPOR 24 ' RAFTER SPACING 40.00 - w PLF LAD TO USE IS TO NEXT ROOF SUPPORT (V) (M)( F) �V) (M) (DEFL) 12 388.96 40. .8 388.96 25.93 375.63 398.70 977.48 375.63 2.04 16 380.07 .25 968.77 296.25 19.75 362.29 287.36 956.92 287.36 19.16 24 .29 182.68 1 912.48 182-681 12.18 335.63 169.35 872.48 169.35 11.29 EAVE 20 PSF ROOF LIV15 LOAD ON COVER LENGTH (INCHES) 16 ' RAFTER SPACING 40 = w PLF D TO 0 NEXT ROOF SUPPOR 2 ' RAFTER SPACING 60 a w PLF LAD TO USE M I ST TO NEXT SROOF UPPORT (V) (M) L) (V) (M) (DEFL) 1 375.6 8 .4 7. 1 35. 88.70 8 .8 35.63 1=2 16 362.29 7.38 956.92 287.36 11.49 335.83 274.03 939.14 274.03 10.96 24 00 5.63 169.35 872.48 169.35 6.77 295.63 149.35 812.48 149.35 5.97 TABLE 2: MAXIMUM DISTANCE TO NEXT ROOF SUPPORT W/2x6 #2 DF EAVE 24 = BRACKET SPACING,(INCHES) VE 10 PSF R00 LIVE LOAD ON COVER 24 *RAFTER SPACING LOAD ' (INCHES) LOAD MAX DIST LENGTH 16 *RAFTER SPACING LOAD TO MAX T EXT 24 40.00 RAFTER SPACING = w PLF TO TO NEXT (INCHES) 26.67 = w PLF (V) (M) (DEFL) (V) (M) ROOF (V) (M) (DEFL) USE ROOF SUPPORT SUPPORT 12 776.250 SUPPORT 12 789.58 'ill 96 8 .27 3828.7 536.00 35.73 776.25 1100.00 3836.27 536.00 35.73 16 780.69 �lV .22 3827.57 538.00 536.00 35.73 762.92 813.33 3815.72 536.00 35.73 24 .92 533.33 3771.27 20.00 533.33 35.56 736.251 520.001 3731.27 520.00 34.87 EAVE LENGTH 20 PSF ROO LIVE LAD 16 'RAFTER SPACING ON COV L AD R 01 T 24 *RAFTER SPACING LOAD MAX DIST (INCHES) 40 = w PLF use" Is 536# - capacity is limited by bracket attachment capacity. TO NEXT 60 = w PLF TO TO NEXT (V) (MI EFL SE ROOF (V) (M) (DEFL) USE ROOF SUPPORT 12 776.250 836.27 538.00 21.44 756.2 1090.00 3828.7 536.00 21.44 16 762.92 13.33 3815.72 536.00. 21.44 738.25 800.00 3797.94 538.00 21.44 24 6.25 520.00 3731.27 520.00 20.80 696.25 500.00 812.48 500.00 20.00 2x4 #2 OF (BASIC) 2x6 #2 DIF 1.25 1.33 (BASIC) 1.25 1.33 V(all) 332.50 415.63 442.23 .653.00 816.25 868.49 M(all) 334.96 418.70 445.50 896.00 1120.00 1191.68 EI 8575000 33275000 Note; Where "Load to use" Is 536# - capacity is limited by bracket attachment capacity. TABLE 1: MAXIMUM DISTANCE TO NEXT ROOF SUPPORT z #2 DF EANE 48 -BRACKET SPACING,(INCHES) EAVE 10 PSF ROOF LIVE LOAD ON COVER LENGTH (INCHES) 16 'RAFTER SPACING 26.67 = w PLF LOAD TO USE MAX DIST TO NEXT ROOF SUPPORT 24 ' RAFTER SPACING 40.00 = w PLF LAD TO USE MAX DIS TO NEXT ROOF SUPPORT (V) (M) (DEFL) (V) (M) (DEFL) 12 388.98 405.37 962.48 388.98 12.97 375.83 398.70 977.48 375.63 12.52 16 380.07 296.25 968.77 296.25 9.87 382.29 287.36 956.92 287.36 9.58 241 362.29 1 182.68 1 912.48 1 182.68 1 6.09 335.63 169.35 872.48 169.35 5.85 EAVE 20 PSF ROOF LIVE AD ON COVER LENGTH (INCHES) LENGTH (INCHES) 16 'RAFTER SPACING 40 a w PLF LOAD TO USE I AX DIST TO NEXT ROOF SUPPORTSUPPORT 24 ' RAFTER SPACING 80 s w PLF LOAD TO USE MAXIS TO NEXT ROOF (V) (M) (DEFL) (V) (M) (DEFL) 12 375.3 398.70 977.48 375.63 7.51 55.63 388.70 .98 355.83 7.11 16 362.29 287.36 956.92 287.36 5.75 335.83 274.03 939.14 274.03 5.48 24 335.63 169.35 872.48 169.35 3.39 295.83 149.35 812.48 149.35 2.99 TABLE 2: MAXIMUM DISTANCE TO NEXT ROOF SUPPORT W/2x6 #2 DF EAVE 48 = BRACKET SPACING,(INCHES) EAVE 10 PSF ROOF LIVE LAD ON COVER LENGTH (INCHES) 16 ' RAFTER SPACING 26.67 = w PLF LAD TO USE MAX DIST TO NEXT ROOF SUPPORT 24 *RAFTER SPACING 40.00 = w PLF LAD TO USE MAXDIST TO NEXT ROOF SUPPORT (V) (M) (DEFL) (V) (M) (DEFL) 12 789.58 1106.67 3841.27 536.00 17.87 776.25 1100.00 3838.27 538.00 17.87 16 780.69 822.22 3827.57 536.00 17.87 762.92 813.33 3815.72 ' 536.00 17.87 24 762.92 533.33 3771.27 533.33 17.78 736.25 520.00 3731,271 520.00 17.33 (BASIC) SIC E 1.25 1.33 20 PSF ROOF LIVELAD ON COVER M(all) 334.96 418.70 445.50 896.00 1120.00 1191.68 EI 8575000 33275000 LENGTH 16 ' RAFTER SPACING LOAD MAX DI 24 ' RAFTER SPACING AD MAXDIST (INCHES) 40 = w PLF TO TO NEXT 60 = w PLF TO TO NEXT __F)7 V) (M) (DEFL) USE ROOF . (V) (M) (DEFL) USE ROOF SUPPORTSUPPORT 12 776.25 1100.00 8.2 3837 536.00 10.72 756.25 1090.00 3628.77 536.00 10.72 16 762.92 813.33 3815.72 536.00 10.72 736.25 800.00 3797.94 536.00 10.72 24 738.25 . 520.00 3731.271 520.00 10.40 696.25 500.00 812.48 500.00 10.00 (BASIC) SIC E 1.25 1.33 (BASIC)S1.25 1.33 V(811) 332.50 415.63 442.23 853.00 816.25 868.49 M(all) 334.96 418.70 445.50 896.00 1120.00 1191.68 EI 8575000 33275000 Note: Where "Load to use" Is 536#,- capacity Is limited by bracket attachment capacity. /7 06/1.1/02 TUE 09:37 FAX 916 373 1568 08'11/02 TUE 07:44.FAX 662 529 7613 AMERIMAX 002 RAACU UUxr n i ii D C��rs RESOURCES APPLICATIONS DESIGNS & CONTROLS, INC. 9220 E. 69TH STREET LONG BEACH. CA 90805 Tel. (SWJ 272.7291 Fax (662) 529.7513 www.RA000ino.com email: Into! RADCOIr►e.a om Juno 10, 2002 Chuck Tomalsi Amert m Building Products 1555 Parkway Blvd We Sacramanto, CA 95691 Re. Professional Registration, Califomia Dear Mr. Tomasi: This letter is written at the request of Mr. Carl Putnam of AmWimax Building Products. I am the engineer of record for Amsrimax Building Products ICBG -ES Evaluation Report ER2621P. As attested by my WWand certi5cate of registration below. I am a registered professional civil ettginerrr is the State of California. My current regi6trstion certificates cxpires March 31, 2006. Sincerely, RADCO R F. Tucker,.1P Consultant ;::� CIO; Cul Putnam Amerimax Building Products 1140 All Pro Drive Elkhart, IN 46514 [� v r �rw •nn• . 0 W Nh4�fLd76 ►)CO A�9M ' ar ti t , 1 . e - 1 � ( ♦. � � �.,.q.. .► n�.y s .ICZO EVALUATION SERVICE, INC. Evaluate . Inform . Protech 33u0 Workman Mill Road ■ Whittier, CA 90.601 USA 566.4-ICBOES (442.2637) toll free -WANOW „ 5.62.699.0543 local ■ 562.695.4694 fax www icboes.ora web site ■ esC icboes.o a e-mail February 4, 2002' Carl Putnam ER-2621 P Engineering: Supervisor Please reference this number .:Amerimax Building Products, Inc.on all corresoondence 1140 A111 Pro Drive ..Elkhart, Indiana 46514. Dear'Mr. Putnam: In reference to your recent request, the above-referenced evaluation report dated April �.. 1, .200 1, continues to, be in good standing under the 1997 Uniform Biuilding Coder". If you have any questions:, please contact me at (562) 699-0543., extension 3260. Yours verytruly, Brian C: Gerber, S. E.' Principal Structural Engineer . BCG/II ALLNSI APLAC 4 n F LLAT NACLA - it (Ply q�::The only globally Aft accredited. buildin; producr evaluation service in rhe U.S. .�P A8 '' Iherr9 cert F. TUC ,,�.aae .q�•, •••......W,,. A �'• e o F w , y Cation or reportthat this plan,-specs /r , °°.� pFESS�p 9•,,� •,P . pF NE R a pre - E O 'P O � h•• � ,` .-,p . tSTt FQ :� ♦� ' Or under R11ldifeCt � PR ,, QO ••••• ,�. i• ! `' • '/ ` that I m supervision cnd �• s r Q •. F . T U c%cs` sF . a o dul s < N0. 14275 RF. TUCKER * V Rc:Oa-t@red PrOf@s- ENGINEER ; AZ ; R. F. 02 . ;Q Z. ez slonal Engirl�ier under the laws w r TUCKER PROFESSIONAL «. ENGINEER W Of the State of Minnesota. � , � o a : � : ; m : $ NO. BO ES EVALUATION REPORT NO ER-2621P N 6385 -_,� • . /,, . e ` �40222 No. R. F. TU �, p Q . y • , TUCKER -� IbG/NEER Q'r' PAGES DRAWING TABLE OF CONTENTS ,,Q o: a 33793 sle••• E-5170 •'�•P %ENS ,•,'� , T U C`L.� ��o q� .. • (� o ` - No. 22 O� 5 �S�.•S.�P Al F Nf s , �hrrrrrir��,, GENERAL NOTES Q�.TUCKF9 SS�D�AI .... F9 tNis��\�'',o �►, � tit r N. 2 PAGES 97GN01 plgsstona/F 97GN02 ME �•. CP, ti otkD,F Al o� �,�\� qk %.. O -meq 2 z o RAYMOND F. ; m a�`y. R. F T % = RAYMOND 4cr 21152 = 2 PAGES 97SC01 STRUCTURAL CONFIGURATIONS TUCKER ' o : ;,�5 UCKER _ TUCKER R. F. - 97SCO2 NUMBER p 13084 PE k, o TUCKER `�%'�•...ciyi� .. `ate i W = e-`/ S TE < .� 9Fc oe ��,p �Q, a'y �O .rte .. • �? / y E-24314 _ Fs, 1 PAGE 1.0 ROOF PANEL SPANS AND OVERHA ATIO A IAL STIR,o' �� ` S�ONAL A9j10Fllt. USP � • � •e ION!•``/ '+♦i Ri%F�'-•`�,�+�,,. ;,. ,.`�4a�oe 2 PAGES 2.0 FREESTANDING AND ATTACHED PATIO STRUCTURES ��.a��p,�e.e®-.,�!.�,�'•,� • Urk� ATE o EESSI� r PAGES 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SEAL . O R. F TUCKER REGISTERED o 1 PRPEE40i0NAL r _ E-61529 PROFESSIONAL 1FAGE 4.0 FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES ®••�"n'G1 ���,•� �i ENGINEER+�? '""•wCE�t,`,�6INE� :h No. 4523 A PAGE 5.0 FREESTANDING AND ATTACHED LATTICE COMMERCIAL STRUCTURES '•A.4„,,,,,,e.T� GSC ipAlAt. F /111l� SPG //////eca.!FehnaR�' j_T” Q 01 PAGE 6.0 COLUMN AND FASTENER REQUIREMENTS FOR COMMERCIAL AND PATIO STRUCTURE®°°��. 'e •- �s� ` �``���®0 4," ,.:°• - o � � . ```� AGES 97CD01 CO ENT PARTS AN CTION DETAILS �0���,..Fy .. = e"•a`� 'c R. F. TUCKER r r m 97CDO2 �v NROFFS, 4, �'Sv a��.. , _,�."�MOic�R® �y� 0 ' �--C,.IV" o % .!?..... No. 032085 :. N0. 25070 �, 97CD03 iv� NG,IVF� J� REGISTEQED�>. \\ �•�O R. t F �"w� 0 0 bcp 3 i �. A PRpFE5510NA6 �, h �'" Ems• y9 6362 `e �.... `L.......... ;1 i 3 • 97CDO4 8440 �b , �� 97CD05 w r c [ t ' No.12109' 2'� = R. F. TUCKER ~" `q'°•NR�2'� ,9 CIVIL �Q OREGON R. TUCIe0V _ ° 213��:• r.•. FG, SFS lFGF CALIF�j 97CD06 p t^ 'ti .'NGINEER �r p I o ie°��� sa•o•e C ;��1!"'�',••. tsi. ` .o. 97CD07 6G ��^ N0. lPm fpr ``�, �' °I�TH KOC �.. 'i♦//�F ��'C� �f:, ��%f/AL E`er 4�444g4p REG/ 97CD08 sr 22 `l el, 1U5:77.E • DA e. ////11112 4 YO ♦ o � oeo :o�O"No �UC,�°�F9F'a 97CD09 R F TJCS Y L ! '� +���' rreaeeli`°,°,,• 0 20918 PAGES 971T01 COMPONENT Pa►�5'9IVia�ONNECTION DETAILS FOR Y►�,QMMERICIAL LATTICE STRUCTU N0. 7984 ' Z .o o crrQ� 97LT02 v�s�a �. T i���. °jii�o ie�e r�.'g • !�4�i� . R. F. TUCKER o\0� y �' •c G G/ 4`, m� �� GEO R G/,q� 4� Eek �i f<F J a e �'.��' ••°oee•oo°•� ��.•` ►�u�lllr„/ 97LT03 EOR � � • ��: n/1 � •�)? ss/0 N A� �``� "¢ . �U' ,,, 97 LT04 S 9Fo @ G S o <`� R. F. s�q r NO. 8143�'' EOFU4'.. V `"Roil, 1�9CUNiy �' G95T ,p �'%- PROFS ONAL NO. �$$OjHcs PROFESSIONAL - s g � fUCKER _ _ Al ' . Amerunaat vale 1 TUC�:C�� =�; Flo. 11458 �'F4'61NE�Q` 'oma �D/ANQ' c 'A F 61NE ��� ��� �OIANa A� d`� �O T�. a n BUII.DINCPfl HVC 11'1'C �y ��'� :Or '�� F �• -�^��F, ►s {Aqy /��' �y C' �I a�� 0� ``� a .r CISTERN ,.�+i'�`'_' 1{111111116{ 1140 ALL PRO DRIV • F( Q- ��`: ,,,iiirYr �If �NALE� o�� ., �� �� FA� �����lll T {;,. ELKHART, IN 46514 T r s .AWP.: / �. HALE ��� V':.: ` Cs EVALUATION REPORT ER-2621P `- •�'s ., :,`(C.� p..••• t� 1' ".( :,��� • •'' �s 't`�� IC oJ�► 'r4/ G15 AGE r 3 No. 2ns' r ,„� C� �•.. ••. S�'�° GINE ••.'si F• CK . �` ': �(3� t ♦I ...AGI NFA,°'. i� : �`EN' : C9 3 i” - _ �? • �/ i W �' "/' i Z • �` �rD DATE• 2 8 2000 �• /0Afry 6 '' CERTIFICATE tr ' 1833 - '. cn� 1833 Z r _ Re F. TUCKER _ - Vol p • n O '�/rbnrn,,,.+ ° • i N� • 12733 : ' i. r • 9. No. 27575 � tySTATE OF Q" O '� 1 No. 15896 - ; y : : 9r Q • 12733 $ C� ' �� �_�► � • !• Q- • � . • O •• :• � REai,STEREC � i •'.FS 7D STATE OF % 9S.'• F \� 4 sq-•' �i9`- '• OF \ •• ��� • i PROFESSIONAL ENG!NEF>G . ''/ \' T VIRG•` g�{ �� m Q 0 FLORIDA �., ON •% •�N8/� �.,� NQ F.A1.1-° �IH81► ♦ /i��P', IN ��i~' OQ// nii�1 \��e �sl �w` �� F. .�`� �70lYAL '�•ruuiir�►►`� / '♦♦i ENGINEE�.O`\ ////11111111\N� }r� ��� DEP FRFs ENG�� QIYAL �iip/u,u»u1`11 (h,, •••..._fes A P P e.s p,LABA/I ,�•�r •:� Fh'G/ N EV -Vi G ' TU Q��\ession,/ fo ICA If* - 159 R. F. TUCKER \q9/IONA. �5 REGISTEF ROFESSIC ENGINEI _ No. 452 �y•.,' �r'Q�,f.•'•� ~'•.AFF'•-., �.o" of NEW' ..... F,TUCKF SS�ONaI fNG/yFF • OF K�+ `�.����s� OF 'Nr ',.. MON Tq a9 •. c�, R. F. •-_y; TUCKERMC�i •.L P F,2 Q�• 9 k. 9 Q`�.f • �n� <►' s oNn� r♦+ .� P; .•••........,,, ,�`'~'' «� x} 4 0 208'19 • z Fn �• �� .,00 S/p e Z� �O `� = RAYMOND ' m �' -G�; R. F TUCKER '' RAYMOND : b .• E-5170 e, a. ; NO. 4022 1 y -' W F. TUCKER o y QT ° :. r>,r:• NUMBER TUCKER �; , - 0 1308 ¢- V '°O No. 11458 H CARO-;"',,� SEAL 15716 .,�,9J. e•.• S ��� ; 9o,�j� fNSE� �Q: /� ••...•C • �'� n. �u J� •. 431 :: c" 6/STE RF-� �`• •°ZG1 Rj t -o•/ '•.';S/allAl Et�.• 90F �p� No, 8628 d �a .R 1• .. `, ��• NAL EN •,,, F TUC�`���.•` E$$ 4 67662 �. �i� �F�•,, 1�NQ`` °j°11n1n//`` 1. DESIGN IN ACCORDANCE iAlir� THE UNIFORM 8 G CODE 1997 R��ypr� OR DES'�IV/eiIQO��ONENTS EDITION. 3P.• ............ HT LESS THAN 15 FT Design Uplift Wind Pressure (psf) 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM ASSOCIATIONS SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING COD .% Simple Span Areas Eaves and Overhangs •.: �.............. ..... - : PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED i '' ... R RF F TL ; C h Exposure STRUCTURES. ♦ +;i::. ::::.............::........ u�L/e°°t;;. %//p � "�dt � r,�0 B 10.16 10.16 10.16 21,87 4. DESIGN LOADINGS: ,,ee� I�ROF ESSlpl� .�. ``�' qF �„ C fir': 30 B 16.76 16.76 16.76 36.11 too •°•.ee.rp d 70 C 17.36 17.36 17.36 37.40 !�� - .�� EG. N ... A. APPENDIX CHAPTER 31 DIVISION III, PATIO COVERS: �• A *• R .mac °0.,71, '?% , ���+= 90 C 28.66 28.66 28.66 6L73 LIVELOAD: 10 POUNDS PER SQUARE FOOT. - 0= 6362 20 POUNDS PER SQUARE FOOT a R. F. TUCKER u 25 POUNDS PER SQUARE FOOTo° f" �� Design Uplift Wind Pressure (psf) 30 POUNDS PER SQUARE FOOT . o tP• e O Simple Span Areas Eaves and Overhangs 40 POUNDS PER SQUARE FOOT °°oo ?'H DAK'3.•° 60 POUNDS PER SQUARE FOOT °•°°°°°° .�"e �' R. E, TUCKF?R S .e� Unenclosed Enclosed Unenclosed Enclosed WIND LOAD: FOR 0.4112 > SLOPE < 2112 t'e�w,, :� No. 032088 nI�1`: Exposure L B 10.65 10.65 10.65 22.93 �� '"•&� .: �, B 17.58 17,58 17.58 37.86 Design Lateral/Uplift Wind Pressure (pgf) �� Speed Simple Span Arens Eaves and Overhangs� fig ',. �s'�7ON� 0 C 18.05 18.05 18.05 38.88 �'' •Armuc VMS 90 C 29,80 29.80 29.80 64.18 mph Height Zone Unenclosed Enclosed Unenclosed Enclosed 70 Less than 10' 7.5 75 7.5 7,5:�� E■ 90 Less than 10' 11.3 11.3 11.3 11.3 41.,%No. 21:, 21�:`• �, TVa; FOR DESIGN OF PRIMARY FRAME SYSTEMS 70 Less than 12' 10 10 10 10�k ""`' •p > \' pf Asy'� Design Wind Pressure (psf) ter. '- ��` 'rk,�,, :.,`.- 1•. @' 90 Less than 12' 15 15 15 15 �'''.r�F;�tlllct,�``� � �'''� Exposure B Exposure C.. 1 hareby certify tt:ot this �s';:rl, •o - +� 70 mph 90 mph 70 mph 90 mph und; r nr.Or;3�l,ert:W Ix6pGr%`1:1 -; 3 Lateral 10.2 16.8 17.4 28.7 Or ...y �I:Oct superviskJ? B. COMMERCIAL STRUCTURES that 1 c:r;e n duly Rugisteredl F.°,c �'n 9F 1 X71 •' " Uplift 10.0 15,0 10.0 16.05 Slonal 17191neer under the ! tc`G'�S UVELOAD: 20 POUNDS PER SQUARE FOOT. Or the Stats of Minnesoto.25 POUNDS PER SQUARE FOOT TU30 POUNDS PER SQUARE FOOT - R. F TU KER C• C�F,Q 40 POUNDS PER SQUARE FOOT- Date pUND;a PER SQUARE F `, No.2:�" 60 ��ott� /sj��.,,�� T Q TE REVISION DATE CERTIFICATE .•`• / p PRO ��'' U PRO C� •• Q� F '.,, F ^ .� �pm ``r �..•ee.• F EN �� : »`' -+' % E' `� it • 0< No. 15896 * ; • ��. t ••• ss Q� `c s 9 _ �,. o,,..a....•. . STATE Of = ���G NSF •;gyp ; v �O _ R. F. TUCKER $_ ' �y ENGINEER 1 Q��iSTF`fteQ ' ca � 'P • Z= R N 27575 O 0 REVISION iF TUCk` 9�•��F9 PROFESSIONAL PE 4074 / D ````L�pttinlo- `I�, ; E 0 F G A/ R. F TUCKER E-61529 -o SFO/STEREO <'�� 8440` OREGON - ,QGsr 2Z - F". Z•F ,TOCK „���frtsTEItIEo �\ 1 Ky AlOFESSIONAI .� R. F TUCKED •E+ ENGINEEw ✓ r Q` t9 tf ' .. 3s. '*KA FLORIDA 2 - Lu o = w z • 1833 i F: 12733 RrG►STEREO a _ 13ss7 Z.QQ..: % PROFUSION* ENGINEER 6385 HOF Engineering Services' FREDrIlve D E tAk �; °•.•�F Qp \p kl ;' �� `^� IN v `�.� 9j Q� S . & STATE 1� .P1�01.78,Q� 1EIId1ar1 140 All Pro 46514 liV # `4 '�iNst► 0� ! ` F ` �: �O -,SES, ' IN GEORG/R '%� 0 Fy//��4 / v// ,'y6ueA` Ir , y'c O i,��s '�. V.• K KG ICEIO ES EVALUATION REPORT NO. ER -2621P �N11 p � ,•' , oR PART, ' 8 e1eu1 * a _ NONE r� GENERAL NOTES 0. PROFESSIQ NAL R. R F. TS R W I ENGINE S STAMP 2/8/2000 Eff 97GN01 OF 2 GINS �� 9 5 3 8 M NO. _ F TUGS S 8TAI III OF 40 �o� � - �� 0 33793 " [We Q/STERNG��� w+oPE=sj0►� Wyowko s'si `�bNA1.� • NAL E f V No. 7984 l R. F. TUCKER 1 TE OF 131 CM LU NO. 260 £cp 3 -51 02 `rql CIVIL F OF CAVE .Q N. orp�eJ�o � U Cam FU�tQ� F • 4 0 208'19 • z .,00 S/p �. ,��1 E*-CUUUU�V AV - TUC's , 'fF G J� 1% No. 2053 '1r z V '°O No. 11458 H CARO-;"',,� SEAL 15716 .,�,9J. e•.• S ��� ; 9o,�j� fNSE� �Q: /� ••...•C • �'� n. �u J� •. 431 :: c" 6/STE RF-� �`• •°ZG1 Rj t -o•/ '•.';S/allAl Et�.• 90F �p� No, 8628 d �a .R 1• .. `, ��• NAL EN •,,, F TUC�`���.•` E$$ 4 67662 �. �i� �F�•,, 1�NQ`` °j°11n1n//`` 1. DESIGN IN ACCORDANCE iAlir� THE UNIFORM 8 G CODE 1997 R��ypr� OR DES'�IV/eiIQO��ONENTS EDITION. 3P.• ............ HT LESS THAN 15 FT Design Uplift Wind Pressure (psf) 2. ALUMINUM DESIGN IN ACCORDANCE WITH THE LATEST EDITION OF ALUMINUM ASSOCIATIONS SPECIFICATIONS AND CHAPTER 20 OF THE UNIFORM BUILDING COD .% Simple Span Areas Eaves and Overhangs •.: �.............. ..... - : PLOT PLANS SHOWING EXACT LOCATION AND SIZE OF EXISTING AND PROPOSED i '' ... R RF F TL ; C h Exposure STRUCTURES. ♦ +;i::. ::::.............::........ u�L/e°°t;;. %//p � "�dt � r,�0 B 10.16 10.16 10.16 21,87 4. DESIGN LOADINGS: ,,ee� I�ROF ESSlpl� .�. ``�' qF �„ C fir': 30 B 16.76 16.76 16.76 36.11 too •°•.ee.rp d 70 C 17.36 17.36 17.36 37.40 !�� - .�� EG. N ... A. APPENDIX CHAPTER 31 DIVISION III, PATIO COVERS: �• A *• R .mac °0.,71, '?% , ���+= 90 C 28.66 28.66 28.66 6L73 LIVELOAD: 10 POUNDS PER SQUARE FOOT. - 0= 6362 20 POUNDS PER SQUARE FOOT a R. F. TUCKER u 25 POUNDS PER SQUARE FOOTo° f" �� Design Uplift Wind Pressure (psf) 30 POUNDS PER SQUARE FOOT . o tP• e O Simple Span Areas Eaves and Overhangs 40 POUNDS PER SQUARE FOOT °°oo ?'H DAK'3.•° 60 POUNDS PER SQUARE FOOT °•°°°°°° .�"e �' R. E, TUCKF?R S .e� Unenclosed Enclosed Unenclosed Enclosed WIND LOAD: FOR 0.4112 > SLOPE < 2112 t'e�w,, :� No. 032088 nI�1`: Exposure L B 10.65 10.65 10.65 22.93 �� '"•&� .: �, B 17.58 17,58 17.58 37.86 Design Lateral/Uplift Wind Pressure (pgf) �� Speed Simple Span Arens Eaves and Overhangs� fig ',. �s'�7ON� 0 C 18.05 18.05 18.05 38.88 �'' •Armuc VMS 90 C 29,80 29.80 29.80 64.18 mph Height Zone Unenclosed Enclosed Unenclosed Enclosed 70 Less than 10' 7.5 75 7.5 7,5:�� E■ 90 Less than 10' 11.3 11.3 11.3 11.3 41.,%No. 21:, 21�:`• �, TVa; FOR DESIGN OF PRIMARY FRAME SYSTEMS 70 Less than 12' 10 10 10 10�k ""`' •p > \' pf Asy'� Design Wind Pressure (psf) ter. '- ��` 'rk,�,, :.,`.- 1•. @' 90 Less than 12' 15 15 15 15 �'''.r�F;�tlllct,�``� � �'''� Exposure B Exposure C.. 1 hareby certify tt:ot this �s';:rl, •o - +� 70 mph 90 mph 70 mph 90 mph und; r nr.Or;3�l,ert:W Ix6pGr%`1:1 -; 3 Lateral 10.2 16.8 17.4 28.7 Or ...y �I:Oct superviskJ? B. COMMERCIAL STRUCTURES that 1 c:r;e n duly Rugisteredl F.°,c �'n 9F 1 X71 •' " Uplift 10.0 15,0 10.0 16.05 Slonal 17191neer under the ! tc`G'�S UVELOAD: 20 POUNDS PER SQUARE FOOT. Or the Stats of Minnesoto.25 POUNDS PER SQUARE FOOT TU30 POUNDS PER SQUARE FOOT - R. F TU KER C• C�F,Q 40 POUNDS PER SQUARE FOOT- Date pUND;a PER SQUARE F `, No.2:�" 60 ��ott� /sj��.,,�� T Q TE REVISION DATE CERTIFICATE .•`• / p PRO ��'' U PRO C� •• Q� F '.,, F ^ .� �pm ``r �..•ee.• F EN �� : »`' -+' % E' `� it • 0< No. 15896 * ; • ��. t ••• ss Q� `c s 9 _ �,. o,,..a....•. . STATE Of = ���G NSF •;gyp ; v �O _ R. F. TUCKER $_ ' �y ENGINEER 1 Q��iSTF`fteQ ' ca � 'P • Z= R N 27575 O 0 REVISION iF TUCk` 9�•��F9 PROFESSIONAL PE 4074 / D ````L�pttinlo- `I�, ; E 0 F G A/ R. F TUCKER E-61529 -o SFO/STEREO <'�� 8440` OREGON - ,QGsr 2Z - F". Z•F ,TOCK „���frtsTEItIEo �\ 1 Ky AlOFESSIONAI .� R. F TUCKED •E+ ENGINEEw ✓ r Q` t9 tf ' .. 3s. '*KA FLORIDA 2 - Lu o = w z • 1833 i F: 12733 RrG►STEREO a _ 13ss7 Z.QQ..: % PROFUSION* ENGINEER 6385 HOF Engineering Services' FREDrIlve D E tAk �; °•.•�F Qp \p kl ;' �� `^� IN v `�.� 9j Q� S . & STATE 1� .P1�01.78,Q� 1EIId1ar1 140 All Pro 46514 liV # `4 '�iNst► 0� ! ` F ` �: �O -,SES, ' IN GEORG/R '%� 0 Fy//��4 / v// ,'y6ueA` Ir , y'c O i,��s '�. V.• K KG ICEIO ES EVALUATION REPORT NO. ER -2621P �N11 p � ,•' , oR PART, ' 8 e1eu1 * a _ NONE r� GENERAL NOTES 0. PROFESSIQ NAL R. R F. TS R W I ENGINE S STAMP 2/8/2000 Eff 97GN01 OF 2 GINS �� 9 5 3 8 M NO. _ F TUGS S 8TAI III OF 40 �o� � - �� 0 33793 " [We Q/STERNG��� w+oPE=sj0►� Wyowko s'si `�bNA1.� • NAL E f V No. 7984 l R. F. TUCKER 1 TE OF 131 GENERAL NOTES: (CONTINUED FROM SHEET NO. 1) NOTE: EXPOSURE "B" HAS TERRAIN WHICH HAS BUILDINGS, FOREST OR SURFACE IRREGULARITIES COVERING AT LEAST 20 PERCENT OF . THE GROUND LEVEL AREA. EXTENDING ONE MILE OR MORE FROM THE SITE. EXPOSURE "C" HAS TERRAIN WHICH IS FLAT AND GENERALLY OPEN, EXTENDING ONE—HALF MILE OR MORE FROM THE SITE, IN ANY FULL QUADRANT. 5. CONCRETE MIX: Fc=2500 PSI 28 DAYS. APPENDIX CHAPTER 31 DIVISION III PATIO STRUCTURES MAY BE ATTACHED TO CONCRETE SLAB WITHOUT FOOTINGS WHEN THE' COLUMN LOAD IS. 750# OR LESS. CONCRETE SHALL BE A MINIMUM OF 3.5 INCHES THICK AND . 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. 12. STEEL FASTENERS SHALL .BE EITHER STAINLESS, GALVANIZED OR DOUBLE CADMIUM PLATED "AN" BOLTS. 13. HIGH STRENGTH BOLTS SHALL BE ASTM A-325. 14. EMBEDDED COLUMN SURFACES, SHALL BE CLEAN AND FREE FROM OILY SURFACES. 15. PATIO STRUCTURES ARE DESIGNED IN ACCORDANCE WITH APPENDIX CHAPTER 31 DIVISION III OF THE UNIFORM BUILDING CODE. 16. HEADER SPLICES SHALL NOT BE LOCATED NEARER TO THE END OF THE STRUCTURE THAN THE FIRST INTERIOR COLUMN. 17. PATIO STRUCTURES MAY BE ENCLOSED WI7W INSECT~=� _ .4� ING. 18. STRUCTURES MAY BE ATTACHED TO RAFTER OVE'RRAWS P%,\SC 19:- WHERE ALUMINUM ALLOY PARTS :ARE- -1N CONTACT WITH DISSIMb y' OTHER THAN STAINLESS, ALUMINIZED OR GALVANIZED STEEL. -OR BUILDING MATERIALS, LIKELY TO BE CONTINUOUSLY OR INTERMIT THE FACING SURFACES SHALL BE PAINTED OR OTHERWISE SEPA ACCORDANCE WITH U.B.C. SECTION 2004.3. 20. ALL SCREWS CONFORM TO ANSI B1.8-6-4 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. w NO. _NgINEERS STAMP REVISION iEDULE: Z M ETALS ABSORBENT tNTLY WET. !.TEi D IN DATE I REVISION Engineering -Services 1140 All Pro Orly Io Elkhart. IN 46514 KG ICBG ES EVALUATION REPORT NO. ER -2621 P DRAVVING . NONE ONA I GENERAL NOTES 97GN02 SHEEr 2/8/2000 2 OF 2 _..,.� VARIES r,cc SEE SCHEDULES 1\V♦Ili L 1 1/ a C. DRAIN OPT. 3 1/2" CONC SLAB SEE NOTE # 5 ON SHEET 97GN02. MUL11SPM ATTACHED CANTILEVERED STRUCTURE FASCIA OPTIONAL 3 1/2" CONCRETE SLAB SEE NOTE5, SHEET 97G 02. SEE SCHEDULE FOR FOOTING SIZE. FOR COLUMN SPACING SEE TABLES 2.1, 2.5, 4.1 OR 4.2 FOR COLUMN SIZE SEE "COLUMN SCHEDULE" NOTE: PATIO WIDTH VARIES W/ SELECTION OF HEADER, NUMBER OF COLUMNS FASCIA COVER AND LOADING CONDITIONS. SEE HEADER PANEL SCHEDULES FOR MAX. COLUMN SPACING. SONDE 1 1/2 �u ?%.3 1/2" CONC. W SINGLE SPAN FREESTANDING STRUCTURE PLACE 1- 1/2"0X6 BAR AS SHOWN 7 HEADER -INSTALL COLUMN INTERMED. BEAM STL.COL.TYP. PROVIDE 11/2 - VERTICALLY DRAIN OPT. 3 1 CONC. SLAB. "d r-d�T'd" SEE NOT 5 ON SHEET 97G 02. MUL11SPAN ATTACHED STRUCTURE SEE SCHEDULES• LENGTH VARIES• CANT LENGTH 75� OF PROJECTI f FASCIA MIN• END FASCIA '—COVER. P- EL 1/2"0 STEEL 0 BAR ® 18" w LONG 2 E NOTE #7, SHEET 97GNO2. SEE SCHEDULE FOR FOOTING SIZE "d" = TYP. CUBE SIZE 1 FOR COLUMN SIZE SEE "COLUMN SCHEDULE" NOTE: PATIO WIDTH VARIES W/ SELECTION OF HEADER, NUMBER OF COLUMNS FASCIA COVER AND LOADING CONDITIONS. SEE HEADER PANEL SCHEDULES FOR MAX. COLUMN SPACING. SONDE 1 1/2 �u ?%.3 1/2" CONC. W SINGLE SPAN FREESTANDING STRUCTURE PLACE 1- 1/2"0X6 BAR AS SHOWN 7 HEADER -INSTALL COLUMN INTERMED. BEAM STL.COL.TYP. PROVIDE 11/2 - VERTICALLY DRAIN OPT. 3 1 CONC. SLAB. "d r-d�T'd" SEE NOT 5 ON SHEET 97G 02. MUL11SPAN ATTACHED STRUCTURE SEE SCHEDULES• LENGTH VARIES• CANT LENGTH 75� OF PROJECTI f FASCIA MIN• END FASCIA '—COVER. P- EL OVERHANG = '25% COLUMN w SPACING = —1/2"0 STEEL BAR ® 6" LONG SEE SCHEDULE FOR FOOTING SIZE - "d" IS TYP. CUBE SIZE MAX (_ OVER PANEL DVERHAN 25X COL. SPACING PROVIDE 1 1/2— DRAIN /2YDRAIN OPT. 3 1/2n CONC. "d SLAB -SEE SEE SCHEDULE FOR - NOTE # 5 ON FOOTING SIZE "d" "d" SHEET 97GN0, SINGLE SPAN ATTACHED CANTILEWRED STRUCTURE ^- DATE REVISION DATE REVISION rle •�a �, cngineertpg zzervices Imo' �lr' i�*114fli Drive n Elkhart. IN 46514 ICBG ES EVALUATION REPORT NO. ER -2621P MING (PART STRUCTURAL CONFIGURATIONS SHEEr 97SC01 1 OF 2 k -INSTALL w C.D ri'; COLUMN = VERTICALLY 'y' NO. 60 V 1 V j• 9 v � .F;s ��' ` jZ-SEE SCHEDULE F �'"` O NONI FOR FOOTING SIZE.---= �,. E EERS STAMP 2/8/2ooi rle •�a �, cngineertpg zzervices Imo' �lr' i�*114fli Drive n Elkhart. IN 46514 ICBG ES EVALUATION REPORT NO. ER -2621P MING (PART STRUCTURAL CONFIGURATIONS SHEEr 97SC01 1 OF 2 I 3'X 8' ALUM: BOX BEAM OR 3'X 8'X 12 GA. STEEL 'C' BEAM HEADER LATTICE OVERHANG 16' FOR 1 1/2' X 1/2'1 A OPT. 3 1112- O NG r5 EE ON SHEET 97GN02 SINGLE SPAN ATTACHED LATTICE STRUCTURE MULTISPAN FREESTANDING QBE IL ❑'HANG 1-1/2�mX 6BAR SEE SCHEDULE FOOTING S rj L BHANG RAFTER NOTE: SEE TABLES 4.3, 4.5, 5.3 AND 5.4 6' MIN. O'HANG RAFTER NOTE COLUMN HT. •, • •-- �` `i� .� % x/11 � i - �- • Ali' �`�� `-�\ i�`�: �'� 3'X 8'X 12 GA STEEL 'C' BEAM FOR BEAM WRAP DETAIL SEE SHEET 97LT03. DETAIL 'L23'. OPT. 3 1/2' CONC. SLAB-'--*-' FOR FOOTING SIZE FQQ ' SEE SCHEDULE �— TW TW TW -I 2" X 6 1/2" OR 3" X W-1 �E ALUM. RAFTERS 0 24" O.C. )_,,,SEEE LATTICE: 0.018" x 1 1/2" x 1 1/2 O'HANc 25X OF ®3" O.C. %3 O . MINIMUM MI O.C. OR MIN. COLUMN SPACING2 SCHEDULE FOR COLUMNS. ALL COLUMNS TO BE INSTALLED VERTICALLY. OPT. 3 1/2' CON MAY HAVE MORE THAN SLAB 2 COLUMNS. 3 1/2' CONCRETE SLAB. �— TW TW TW -I FREESTANDING STRUCTURE ATTACHED STRUCTURE TRIBUTARY WIDTH (TW) DIAGRAM OFMA GLfJi�S�, 4d -. S4 SEE RAFTER NOTE SINGLE SPAN FREESTANDING "��/PLACE 1- 1 /2" 6X 6' ,,, STL BAR AS SHOWN LATTICE SEE SCHEDULE FOR FOOTING SIZE. LTWQ �flf ESS DATE REVISION DATE REVISION T00 01 `, �• Cz a r i o NO 6 0 �el'1�ISX Engineering Services i �3 1140 All Pro Drive 016 Elkhart, IN 46514 Of i 'f%,9 AJF ICE30 ES EVALUATION REPORT N0. ER -2621 P DRAWING CA NONE NORr1PART STRUCTURAL CONFIGURATIONS E GIN STAMP 2/8/2000 97SCO2 2 OF 2 THIS PAGE LEFT INTENTIONALLY BLANK 91 Amerim>�.� BUILDINGPBODUC�INC. 1 140 ALL PRO DRIV ELKHART, IN 46514 ICBG ES EVALUATION REPORT ER -2621P BUNK PAGE DATE: 2/8/2000 MAR 0 3 2000 1.0 ROOF PANEL SPANS AND 312' x 12"ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 1r HEIGHT 70 90 1 OVER LOAD Y (PSF) (IN) NPH MPH HANG 10 0.018 16'-r 16' r T -1o" 0.018 o.o24 18'-8• 18.4' r -r 0.018 0.032 29•8' 20'4" 9'4' 0.018 0.036 21'4' 21'4• 9' -to" 20 0.018 11'-11" 11'-11' S4" 1lJ 0.024 iT4r 1343 6'-0- 30 0.032 15-11' 15-11' T4" 9-b- 0.036 1T4• 1r-0• T-10' 25 0.018 10'4' 10'4' V -r 14'3" 0.024 11'3- 11'-7 5-11" 60 0.032 14'-4' 14'-4' T-0" 9'-10' 0.036 1 15-4' 154' T3" 30 0.018 9'-10' 9•-10' 4'49• 9'4" 0.024 113" 11'3' SS' 6'-4• 0.032 13'-1' 13'-1' 6'-4' 36 0.036 W4r 14'4' V-10" 4o 0.018 8'-r a' -r 4•-1" 9•-10' 0.024 9'-10• 9-10' 4'4" 0.03211•-' 0.032 11'S" 11'S' 94• 10'-2" 0.036 12'3" 17-1' T-11- 60 0.018 T-1 • • 3 -4" T-1" 0.024 V-1" a1' 8-1' 3'-10' 8'-1" 0.032 9'S• 1 9'S• 4'4" 9S'9S' 0.036 10'-1" 10'-1' 4'-10" TABLE 1.1 212' x 18" STRUCTURAL PANEL FOR PATIO COVERS LIVE LOAD (PSF) PANEL Y (IN) 11' HEIGHT 70 90 OVER MPH NPH I HANG 10 0.018 11'-4' 11'-11" S4• 20 0.018 V-10' V-10• 4'3" 25 0.018 8'4' 8'-0" Y-10- 30 0.018 T-4" T4' 3'4" 40 0.018 6'S' a'S' 3'4r 60 1 0.018 4'-10• 4'-10- 1'.6" TABLE 1.2 2125c12" STEEL PANEL DESIGN SPANS FOR PATIO STRUCTURES LIVE PANEL 11' HEIGHT 70 90 OVER LOAD Y (PSF) (IN) NPH MPH HANG 10 0.0120 14'-8" 14'43 F-1' 20 0.0149 16'-2- 16'-2' F -T 20 0.0120 a'4• 8'-4" 4'-0" 13'-r 0.0149 11'-3 11'48" I V4 . 4• 25 0.0120 V-9• 8'4" 3'4" 1lJ 0.0149 1C4• 10•-6' 4'-0' 30 0.0120 5'-7' T -r 1'4" 9-b- 0.0149 9'-r 9•-r 3-V 40 0.0120 4'3' 4'3' 2'-1" 14'3" 0.0149 8'-4• 1 B4' 1 3'S' 60 0.0120 2'-10- r -to• 1'S• 9'-10' 1 0.0149 5'-10" 1 5'-10• I r-11" TABLE 1.3 212' x 6" ROOF PANEL DESIGN SPAN FOR PATIO STRI.Ir.TI IRF3 LIVE PANEL 11' HEIGHT LOAD Y 70 90 OVER (PSF) (IN) MPH NPH HANG 10 0.018 13'S' 13'3• 6'S" 20 0.020 14'S' 14•--C V-11" S4• 0.024 163' 18'3- r -1o• 13'-r 0.032 18'-6• 18'48" V -r 20 0.036 194" 19'4• V-11' 1lJ 0.610 9'-9" 9'-9- 4'4' 0.018 0.020 10'S" 10'3• S4" 9-b- 0.024 11'3" 11'4' 94" 25 0.032 14'-1" 14'-1' V-10• 14'3" 0.036 15'-1' 1 15-1• T-1- 25 0.018 V-9" 8'4• R -r 9'-10' 0.020 9'S" 9'S• 4'4• 36 0.024 10'-r 10'-r S-1• 9'4" 0.032 tr-3 12'-8' V-1' 6'-4• 0.036 13'-r 13'-r 6'-r 36 0.018 T4" T4' 3••r 40 0.020 6'4" a'4' 4'-1• 9•-10' 0.024 9'-9" W -T V4' 0.03211•-' 0.032 11'-8" 11'4• S -r 10'-2" 0.036 11'.6" 11'4" 64r 40 0.018 T-10' 5'-10• 2'4" T-1" 0.020 V-11' T-11" 3'3" 8'-1" 0.024 8'4' 8'4• for 9S'9S' 0.032 10'-2' 10'-2* 4'-10" 0.036 0.036 10'-11' 10'-11• 5-3" 60 0.018 4'-1' 4'-1" 1'-10' LIVE 0.020 6'3" 6.3" 2'-r 70 0.024 T-0" r -W 3'40" MPH 0.032 SS" 8'S• 4'4• 11'4" 0.036 9'-0" Y -W 4'3' TABLE 1.4 212" x 12' ROOF PANEL DESIGN SPAN FOR PATIO STRUCTURES LIVE PANEL 'IT HEIGHT 76 90 OVER LOAD Y PS IN MPH I MPH HANG 10 0.016 12'-4" 12'-W 5'-10" 20 0.024 14'S" 14'-5' 6'-r S4• 0.032 15'-9" 15'-9' T3" 13'-r 0.036 16'S" 16'S• T4' 20 0.018 V-11' V-11" 4'-3' 1E-11. 0.024 11'-6" 11'-6' S'3' 0.018 0.032 12'-7' 12'-T 5'-9' 9-b- 0.036 13'-1" 13'-1• V -(r 25 0.018 V -o• V -W 3'-10• 14'3" 0.024 10'S' 10'S' 4'-10' 153" 0.032 11'-9" 11'-9' S'-4' 9'-10' 0.036 12'-2' 12'-2' 5'4" 36 0.018 T-4" T4' FF 9'4" 0.024 Y -V` 9'4• 4'-r 6'-4• 0.032 10'-11' 10'-11" 5'-0' 14'40" 0.036 11' 4" 11'-6' 93' 40 0.018 V-5" 6'S' 3'-0" 9•-10' 0.024 a'-4' 8'4' 4'-0' 0.03211•-' 0.032 9'4' 9'4' 4'-r 10'-2" 0.036 10'-0" 10'-0' 4'-9' 60 0.018 5'-4' S'4' 2'4• T-1" 0.024 V-10• V-10' 3'3" 8'-1" 0.032 T-10' T-10• 3'4' 9S'9S' 0.036 1 8'3' 8'3' Y -11 - TABLE 1.5 COMMERCIAL STRUCTURES 312" x 12'PANEL ALLOW. DESIGN SPAN FAR (YALI1ERCIAL STRUCTURES LIVE PANEL EXP. B EXPOSURE C MAX LOAD Y 7490 70 110 OVER (PSF) ON) MPH MPH MPH HANG MAXIMUM ROOF HENiHT 18' 20 0.018 11'41" 11'-11' 11'$ S4• 10'-2" 0.024 174• 13'-8" 13'-r 6'S' 25 0.032 15'-11. 19-11• 15'4' T4' 0.038 0.036 1E-11. 16'-11" 16'-r r4' 28 0.018 174' 10'4' 10'4' ?-2' 9-b- 0.024 11'3• 11'3• 11'3• 5-11" 40 0.032 14'3• 14'3" 14'3" V-11• 0.036 15'3' 153" 15'3' T3" 30 0.018 9'-10' 9'-10" 9-10" 4'4' 8'4• 0.024 11.3' 11'3" 11'3" SS' 9'4" 0.032 13'-1' 13'-1' 13'-1' 6'-4• 11'4' 0.036 14'-0" W -W 14'40" 94" 40 0.018 V-7" V -r V -T 4'-1" 0.020 0.024 9•-10' V-10" 9'-10' 4'4' 8'4' 0.03211•-' 8'4' 11'41 11'41 S4" 10'-2" 0.036 1 r -r 12'-2" 12'-2" 5'-11' 60 0.018 T-1' T-1' T-1" 3-4" 0.024 V-1' 8'-1" 8'-1' TAU* 0.024 0.032 9S'9S' V-5" 9•S' 4'4' 8'S' 0.036 10'-1' 10'-1" 10'-1' 4'-10• TABLE 1.6 2 12' x IT STEEL PANEL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANEL EXP. B EXPOSURE C MAX LOAD Y 70/90 I 70 90 OVER (PSF) (IN) MPH MPH 1 MPH HANG MAXIMUM ROOF HEIGHT 1V 20 9'-7' 8'4' V-9' V-9" R -W 10'-2" 10.0120 0.0149 12'-1' 12'-1" 12'-1• 4'4" 25 0.0120 T-1' T-1" T-1" 4'-0' 0.038 0.0149 10'-11' 10'-11" 10'-11" 4'4r 30 0.0120 6'4' V-0" W -W 3-4- 9-b- 0.0149 10'40' 19-W 19-0" 3'4' 40 0.0120 4'-7- 1 4'-T 1 4'-7- 1 2'-1' 0.0149 8'-4' a'-4' a'-4" 3'S" 60 F' 0.0120 T-2- T-2' T-2" 1'S' 8'4• 0.0149 6-2" 1 V 2" 6'-2" 1 2'-1'1" TABLE 1.7 212' X 8• ROOF PNL ALLOW. SPAN I FOR COMMERCIAL STRUCTURE: UVC PANEL EXP. B EXPOSURE C LOAD Y 70190 70 90 (PSF) (IN) MPH MPH MPH MAXIMUM ROOF HEIGHT 18' 20 0.018 9'4' 9'4" 9'-7' Fir 0.020 10'S" 10'3" 10'-2" 0.024 0.024 11'4• II' -r 11'-0' 0.032 14'-1' 14'-1" 13'-10' F-1' 0.038 IF -1' 18'•1' 14'01' 25 0.018 a'4' 8'4" 8'4' 0'4' 0.020 9'48 9-b- 9'S' 19-4' 0.024 10'-r 10'-7" 1o' -r 0.032 0.032 12'-8' 12'4' 17-W 0.036 13'-r 13'-r 13'-r 30 0.018 • T4" T4" T4' T4' 0.020 8'4• 8'4" 8'4" 9'4' 0.024 9'-9' 9'4" 9.4• 117-10" 0.032 11'4' 11'-3 11'4' 0.036 0.036 11'-6" 12'-6" 12'-6' 40 0.018 F-10" 5'-10" 5'-10• 3'40' 0.020 V-11" V-11' 6-11' 8'4• 0.024 8'4' V -V` 8'4' 9'4" 0.032 10'-2' 10'-2" 10'-r 10'-0- 0.036.10--11- 10•-0" 10'-11" 10'-11' 60 0.018 4'-1• V-1" 4'-1" 0.020 V-9' 4'4" 4'-9' 0.024 V-5" 6'S" V-5" T-10' 0.032 8'S' 8'-5" a'-5" 8'3' 0.036 9'-0" 9'-0• W -W TABLE 1.9 ALT. 2 1/2"x 12" PANEL ALLOW. SPAN FOR PATIO STRUCTURES LIVE PANEL 1T HEIGHT LOAD Y 70 90 OVER PS IN MPH MPH HANG 10 0.018 11'4" 11'-1" 5'4" 0.024 14'4" W -S" 6'4" 0.030 15'-9" 15'-9" T -r 0.038 16'-11" 16'-11" T-9" 20 0.018 V-2' V-2" T-11' 0.024 11'-W 11'-0" 5'-3" 0.030 12'-7" 12'-7' 5'4" 0.038 13'4" 13'-6" 6-2" 25 0.018 TS" TS" 3'4" 0.024 9'-10" 9'-10" 4'-9" 0.030 11'-8" 11'-8" 5'3' 0.038 12'-r 12'-r I 5'-9• 30 0.018 V-9" V-9" 3'-2" 0.024 9'-1' 9'-1" 4'4" 0.030 11'-0' 11'-0" 5'-0" 0.038 11'-10" 11'-10" 5'-4" 40 0.018 5'-11' 6-11" 2'-9" 0.024 T-11" T-11' 3'-9' 0.030 9-7" 9'-r 4'-6" 0.038 10•-10. 10'-10" 4'-10" 60 0.018 4'-11" 4'-11" 2'3" 0.024 V -V` 6'-6" T-1" 0.030 T-11' T-11• 3'-9" 0.038 9'4>• I 94Y 4'3" TABLE 1.10 212" x 11' ROOF PNL ALLOWABLE SPAN FOR COMMERCIAL STRUCTURES IIVC PANEL W. B EXPOSURE C MAX 70190 70 90 LOAD Y OVER (PSF) (0� MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 16' 20 0.018 Fir Fir 8-r 4'-1' 643" 0.024 11'46' 11'4" 11'-2" S-2' 0.032 11'-r 12•-r 1r -r F-1' 0.036 13'-1" IVA" 13'-1' S-11' 29 0.010 C4' 0'4' C40' 9'4• 0.024 19-4' 194' 10'4' 4'-10' 0.032 11'4' 11'-3 11'4• 5•4" 0.036 1 12'-2• 12'-2' 11'-2- F -W 30 0.018 T4" T4" T4' 3'4' 0.024 9'4• 9'4' 9'4' R -r 0.032 117-10" 10'-10' 10'-10" F -W 0.036 11'3• 11'.6- 11'S• 5'-2' 40 0.018 6'S" 6'S" 6'S' 3'40' 0.024 8•4' 8'4" 8'4• 3'-11' 0.032 9'4• 9'4" 9'4' 4'4' 0.036 10'-0- IV -W 10•-0" 4'49" 60' 0.018 5'4" 5'4" 5•-4' 2'3" 0.024 6'-10" V-10• 6'-10" 0.032 T-10" T-10' T-10' JT 0.036 8'-3' 8'3' V-3' -11" TABLE 1.11 ALT. 2 12" x 1 r ROOF PNL ALLOW. SPAN FOR COMMERCIAL STRUCTURES LIVE PANELEXP. B EXPOSURE C MAX LOAD Y 70/90 70 I 90 OVER (PSF) (IN) MPH MPH MPH HANG MAXIMUM ROOF HEIGHT 18' 20 0.018 V-2" V-2" T-11' 3'4' 643" 0.024 10'-11" 10'-11" 10'-r 5'-1' 0.032 11'-0" 12'-0" 11'-6' 5'4' 0.038 13'4" 13'4" 174" 6-2' 25 0.018 T-4" T4" T4' 3'4• 0.024 9'-10" 9'-10" 9'-10' 4'-9- 0.032 11'-8' 11'-3 1 V -Ir 5'3' 0.038 11'-7" 11'-7" 12'-7" 5'-9' 30 0.018 64' 6'-9" V-9' T-2' 0.024 9'-0" 9'-0" W -W 4'4' 0.032 11'-0' 11'-0" 11'-W 5'-0• 0.03a 11'-10" 11'-10" 11'-10" 5'4" 40 0.018 5'-11" T-11" T-11" 2'-9" 0.024 T-11" T-11" T-11" T-9' o.o32 g -r 9'-r s -r 4'-6' 0.038 1 10'-9" 10'-9" 101-7 4'-10" 60 0.018 C-11" 4'-11" 4'-11" 2'3" 0.024 V-6" 6'-6" 6'4' T-1' 0.032 T-11" T-11" T-11" 3'-9' 0.038 9'-W 9'-0" 9'-0" 4'3' PANEL TO PANEL FASTENING PANEL Y (IN) TABLE 810 SMS FASTENER SPACING ._ WIND LOAD PATIO/EXP 5 EXPOSURE C 70 90 70 1 90 0.018 8' S 443" 2'-11' 0.024 11' S-6'• 6-' " 0.032 14 643" 8.43" 0.036 14 643" 8'-s" 6-2- nf-2- 0.042 0.042 14 6-8" 643" 1.13 471' 't{s 2.25"��� OA 2 1/2" x 6" ROOF PANEL 2.464' I. I-12.00"� © 2 1/2" X 12" ROOF PANEL 2.10" L I 18.00" © 2 1/2" X 18" ROOF PANEL 3.500" 12.00"� OD 3 1/2" x 12" ROOF PANEL n 2.375" -`\� ENj' kNEL 2-0 FRFFSTAmmNG AND ATTA(`-IFn PATIn STRI ICTIIRFS LIVE TRIB MAX COLUMN SPACNNO FOR 3' CLOVERLEAF STEEL HEADER S' ROLLFORWO C BEAM 10' ROLLFORMED C BEAM 61 1BzW Y 1 BE.w 6 1R' ROLLFORMED HEADER ALASKAN EM. HEADER 51? EXTRUDED HEADER TRIG LOAD WIDTH ATTACHED PATIO ON SLAB WIDTH MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SRE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE 33 41 US94G ALL CMLM4 FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE TTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN FREE ATTACHED COLUMN'A' OTHERS SPACING SPACLNO SPACING M8P1 SPACING HTR FTR MN. FTR FTR MIN. SPACNO FM FTR MN. FTR FTR MN. SPACING FTR FTR MIN. SPAP.WO FTR FTR MN. FTR FTR 9PACINO FTR FTR MIlrl. MAX COI. LNGTH ON "d '1f COL Y 'e COL. v 1f COL. a 1f COL Y Y COI. v W COL. v � COL 1f N COL. 8'� 10'-0' SLAB TYPE TYPE TWE I TYPE TYPE TYPE TYPE TYPE 70 MPH WINDSPEED 10' OR LESS 70 MPH WINDSPEED 10 OR LESS 0 16'-r 13-W 1T 73' 22 18 A 4 5' 13'3' 10'11" 13'-7" 11'4" 21 19 B 28'4" 25 25 C 34'47' 28 26 D 5' 6' 11'4" 9-1" 11'4" 10'3" 21 20 B 28'-8" 26 26 D 374" 27 27 D 6' T 9S T9' 93" 10-2" 21 20 C 26'4" 27 27 D W -T` 30 30 E 25'-4" 27 27 D 304" 28 28 E T 8' 8'3' 6'-10' 8'S 99' 21 21 C 253" 28 28 D 34'-8" 31 31 E 24'3" 28 28 D 29-0" 29 29 E 8' 9 T4" 6-1" T-8" 9.4" 21 21 C 24'3" 29 29 E 33'4" 32 32 E 234" 28 28 E 2T-11" 30 30 E 9 10 6'-T' S'S' 69' 94 22 22 C 23'4" 29 29 E 373" 33 33 E 2748" 29 29 E 28'-11" 31 31 E 101 11' 04)" N-11' 8'-7' 8'4)' 22 22 C 21'-11" 30 30 E 31'-7' 34 34 E 21'-9" 30 30 E 28'-1" 32 32 E 11' 17 S-0" 4'-8" V -S" 8'S' 22 22 C 21'4" 30 30 E 30'4" 34 34 E 21'-7' 30 30 E 254" 32 32 E 17 13' 6-1" T-7' 20'-7' 31 31 E 29-W 35 35 E 20'-7" 31 31 E 24'-8" 33 33 E 13' 14' N41 V-10" 19S 31 31 E 28'S 35 35 E 2(Y-1' 32 32 E 24'-1" 34 34 E 14' 15' 4'4)" 18'4)" 31 31 E 27"4" 38 36 E 19-8" 32 32 E 23'3" 34 34 E 15' 18' 18'-7' 32 32 E 26'-i 38 38 E' 193" 33 33 E 23'-0" 34 34 E 18' 17 17-7" 32 32 E 25'-10" 36 36 E 18'-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 18' 19 16'-' 33 33 E 2R -F 37 37 E 18'-2" 34 34 E 21'-9' 38 36 E 19 20' 16'3" 33 33 E 23'-10' 37 37 E 20' 21' 15'-10" 33 33 E 23'3" 38 38 E 21' 70 MPH WWDSPEED 17 OR LESS 70 MPH WINDSPEED 17 OR LESS 018'- IT -S" 1T 173" 24 20 1 -1' 20 A 19- 1" 28 23 C 15 8' 25 2 4' 5' 13'3' 1011" 13'-7- 11'4" 24 21 B 28'4" 29 28 C 34'-0" 30 29 D 94' 22 19 A 1T-10" 25 24 C 1N -O' 24 22 C S S 11'4" 9-1" 11'4" 10-' 23 21 B 26-W 29 29 D 37-0' 31 31 D 8'-1" 22 20 A 16'3" 25 25 C 17-10' 24 22 C 6' T 9S T4)" 94)" 10-7' 22 22 C 23'-T 31 29 D 34'-7" 34 33 E 25'-" 30 30 D 30.4" 32 32 E T-4' 21 20 A 15'-1" 25 25 C 11'-10' 23 23 C T 8' W -T` 9-10" 8'4" 99' 23 23 C 27-1" 31 30 D 374" 34 34 E 24'3" 31 31 D 29-0" 33 33 E 8'-11" 21 20 B INA" 26 26 C 11'-0' 23 23 C 8' 9 T-4" 6'-1" T4" 9-4" 24 24 C 20-10" 30 30 D 303" 35 35 E 23'-' 32 32 E 2T-11" 33 33 E V-7' 22 20 B 1V-3" 26 26 C 104' 24 24 C 9 10 V -i V -S" e'49' 94' 24 24 C 194)" 31 31 D 28'-11" 35 35 E 274" 32 32 E 26'-11" 34 34 E 6'-0" 22 21 B 17-T 27 27 C 99' 24 24 C 10 11' 6'-0" R-11" V-2" 8'4)" 24 24 C WAD" 31 31 D 2T -T' 36 36 E 21.4)" 34 34 E 28'-1" 35 35 E 11' 17 5!4r N -W 5'-&" 9-6' 25 25 C 18'4Y 32 32 E 28'S 36 36 E 21'-2' 35 35 E 254" 36 38 E 17 13' S-1" T-2' 1T-4" 33 33 E 25'4" 37 37 E 20-7" 34 34 E 24'x" 38 38 E 13' 14' 4'9' N-10' 18'-8' 33 33 E 24'-6' 37 37 E 20-1' 35 35 E 23'-10" 37 37 E 14' 15' Nor 18'-1" 34 34 E 23'-7' 38 38 E 19-' 38 36 E 23'-1" 38 38 E 15' 16' 15'-T' 34 34 E 22'-10' 38 38 E 19-7' 36 36 E 274' 38 38 E 18' 1T 15'-1" 34 34 E 27-7 39 39 E 18'-7' 36 38 E 21'$" 38 38 E 17" 18' 14'-0" 34 34 E 21'-8" 39 39 E 18'-1" 37 37 E 21'-0' 39 39 E 18' 19 14'4" 35 35 E 201-11" 39 39 E 1T -T' 37 37 E 204)" 39 39 E 19 20 13'-11"' 35 35 E 201-6' 40 40 E 20 21' 13'-7"' 35 35 E 19-11" 1 40 40 E 21' 90 MPH WINDSPEED 10 OR LESS 90 MPH WINDSPEED 10 OR LESS 10 4 1 w -r13'-" 1 r 173" 25 20 A 4' 5' 13'3" 1011" 13'-T' 1I 25 21 B 28'4" 31 29 C 34'4" 32 30 D 5' 6' 11'4" 9-1" 11'4" 104)' 24 22 B W -W 30 30 D 37-0" 32 32 D 6' T 9S T4)" 93" 10-2" 24 23 C 27-7 30 30 D 374)" 34 34 E 25-" 31 31 D 30-4" 33 33 E T 8' 8'3" 6'-10' 8'-8" 94)" 24 24 C 2(Y4)" 30 30 D 3015 35 35 E 24'3" 32 32 D 294' 34 34 E B' 9 T-4" 6'-1" "I 9-' 25 25 C 19-T 31 31 D 28'-8" 35 35 E 23'x' 33 33 E 2T-11' 35 35 E 9 10 6'-T 58' 6'9' 9-0" 25 25 C 18'4)" 32 32 D 2T-7' 36 38 E 274)" 34 34 E 28'S" 36 36 E 10 11' 6'-0' 4'-11" B-7 8'-r 25 25 C 1T3" 32 32 D 25-11" 37 37 E 21'$' 34 34 E 25'3" 37 37 E 11' 17 SS' 4'4)" 54)" 8'4)' 28 26 C 18'-11" 33 33 D 24'-10' 37 37 E 20149" 35 35 E 24'-2' 37 37 E 17 13' 6-1" S-2" 16'3" 33 33 E 23'-10' 38 38 E 19-11" 35 35 E 23'-2' 38 38 E IT 14' 4'-9" N-10" 15-W 34 34 E 27-11" 38 38 E 19-7' 36 36 E 27-4" 38 38 E 14' 15, 4'4)" 15'-7' 34 34 E 72'-7' 39 39 E 18'4' 36 36 E 21'-T 38 38 E 15' 1B 14'-8" 34 34 E 21'4' 39 39 E 1T-11" 37 37 E 20-11' 39 39 E 16' 1 T 14'3" 35 35 E 20-10" 39 39 E Ir -5" 37 37 E 203' 39 39 E 1 T 18' 13'-10' 35 35 E 203" 40 40 E 16-11' 37 37 E 194" 39 39 E 18' 19 IT -5" 38 38 E 193" 40 40 E W -W 38 38 E 19-2" 40 40 E 19 20 13'-1' 36 36 E 19-7' 41 41 E 20 21' 17-9' 37 37 E 18'49' 41 41 E 21' 90 MPH WINDSPEED 17 OR LESS 90 MPH WINDSPEED 17 OR LESS 0 Wr Mr 1T 173" 27 23 A 27 23 18'S' 30 25 C 15-1' 21 N S 13'3' 10.11" 13'-T' 11'x" 28 24 B 2T4)" 32 32 C 37-0' 33 33 D 9-1" 25 22 A 16'-T 29 27 C IT4r 27 22 B S 6' 11'-0' 9-1" 11'x" 103' 28 25 B 25-1" 33 33 D 293' 35 35 D 8'-1" 25 23 A 15-1" 28 28 C 17-4' 27 22 C 6' T 9S T-9" 93" 10-2' 28 26 C 19-1" 32 32 D 28'4" 38 36 E 23'3" 34 34 D 2T-1' 38 36 D T4" 23 23 A 14'4" 28 28 C 11'-5' 28 23 C T 8' 93" 6'-10' 8'4)" 94)" 28 26 C 1T-10" 32 32 D 26'-2' 37 S7 E 21'4)" 34 34 D 25'4" 30 38 D 8'-11" 23 23 B 13'-1" 29 29 C 1048' 28 23 C 8' 9 T-4" 9-1" T4)" 9-" 27 27 C 16'-10' 33 33 D 243' 37 37 E 20'-8" 35 35 D 23'-10 37 37 E 6'-7" 25 24 B 17-4" 30 30 C 10-1" 28 24 C 9 10 8'-T' SS' 99' 9-0" 27 27 C 15'-11" 33 33 D 2T -S' 38 38 E 19-V 36 36 D 27-W 38 38 E 9-T 25 24 C 10 .11' C -(r 4'-11" &-2" 8'4)" 28 28 C 153" 34 34 D 27-4" 39 39 E 18'4r 36 36 D 21'-7' 38 38 E 11' 17 64" 4'4)" 5'-8" 8'4)" 29 29 C 14'-T 35 35 D 21'4" 39 39 E IT4r 37 37 E 204)' 39 39 E 17 13' 52-1" 5-2" 14'4' 35 35 D 201-6" 40 40 E 1T-0' 37 37 E 19-10' 39 39 E IT 14' 4'9' N-10" 13'4' 36 38 D 194)" 40 40 E IV -5" 38 38 E 19-1" 40 40 E IN 15' 4'-8" 13'4)' 36 36 D 19-1" 41 41 E 16-10" 38 38 E 18'48" 41 41 E 15' 16' 17-T 36 36 E 18'-8" 42 42 E 15-" 39 39 E 1T-11' 41 41 E 18' 17' 173" 37 37 E _ 1T-11" 42 42 E 14'-11" 39 39 E .. 41,W 42 42 E 1T 18' 11'-11" 37 37 E 18'-11" 42 42 E 14'3" _ 40 _ 40 _ E 100' 42 42 E 18' 19 11'-T 38 38 E 16'4" 43 43 E 14'-1" 41 41 E 19-5" 43 43 E 19 20 1113" 37 37 E 18'-2' 43 43 E 20 21' 11'-0" 38 38 E 15'9' 43 43 E 21' 20 4 4" T- 8'-11 99' 25 21 C V4123 16 4'3" 28 2 C 11-2' 28 9 C 4 S 9-11" 54" 7"-1" 9.0" 25 22 C 72'4' 31 30 E 28'-11" 32 31 E 5'9' 22 16 B 179 27 25 C 10-0" 25 19 C S 9 69' N -W 5-11" 94)' 25 23 C 20-11" 31 31 E 26-4" 33 33 E 5S 22 17 B 114' 28 25 C 9-1' 25 21 C 6' T N-11" V-1" 9-1' 25 24 C 19-1' 32 32 E 28'4" 36 36 E 194' 32 32 E 2T4r 34 34 E S-1' 23 18 B 9-11" 25 25 C 9-4" 25 21 C T 8' T4" 24 24 C 1T-10" 32 32 E 29-Y 37 37 E 18'-1" 33 33 E 21'-11' 35 35 E N -W 23 18 B 9 -Ir 25 25 C T-10' 23 21 C 8' 9 TS 25 25 C 16'-10 33 33 E 24'-8' 37 37 E 1T-1" 34 34 E 204" 38 38 E 9 10 T-2' 28 28 C 15-11' 33 33 E 2T -T 38 38 E 18'-' 35 35 E 19-" 37 37 E 10 11' 8'-11" 28 26 C 15'3' 34 34 E 27-4" 39 39 E 1SS 38 38 E 18'9' 38 38 E 11' 17 6'9' 27 27 C 14'-7" 35 35 E 21'4' 39 39 E 14'-9' 38 38 E 1T-11' 39 39 E 17 13 14'-0' 35 35 E 204" 40 40 E 14'-Y 37 37 E 1 T3" 39 39 E IV IN IT4r 38 36 E 199 40 40 E 1S'4' 37 37 E 18'-T' 40 40 E 14' 15 13'4" 38 36 E 19-1' 41 41 E I T, 38 38 E 16'-0" 41 41 E 15' 18' 17-T 36 38 E 18'4)" 42 42 F 17-9" 39 39 E 15-6" 42 42 E 18' 25 W r TO r -r 25 20 C 22 15 B 1 23 C 4' S S -T' 4'-7' 5!9' Ste" 25 22 C 20'-T 30 29 E 25* -0" 32 31 E S-7' 22 16 B 11'S 28 24 C S 6' 4'8" 4'9' T-10' 23 22 C 18'-9' 30 30 E 274)" 32 32 E 6-1" 22 18 C 94' 25 24 C e' T T4)" 23 23 C 19-1" 32 32 E 28'9' 35 35 E 1T4" 31 31 E 21'-1" 33 33 E T 8' T-2" 24 24 C 1r -lc' 32 32 E 26-T 38 36 E 18'3" 32 32 E 199' 34 34 E 8' 9 8'-10" 25 24 C 18'-10' 33 33 E 24'-T' 37 37 E 15-4' 33 33 E 18'-T' 35 35 E 9 10 94" 25 25 D 15-11" 33 33 E 23'S 38 38 F 14W 34 34 E 1T4)' 36 38 E 10 11' 6'S 28 28 D 15'3' 34 34 E 27-4' 39 39 F 13'-10' 34 34 E 18'-10' 37 37 E 11' 17 6'3" 27 27 D 14'-T 35 35 E 21'4' 39 39 F 13'3" . 35 35 E 16'-1' 38 38 E 17 13 14-0'35 204)' 40 40 F 179 98 36 E 6 15 " $B 39 E 13' IN 13'-6'38 LLM 199'40 40 F 173'37 37 E 14'-11" 39 39 E 14'1S 1T-cr SB 19-1' 41 41 FIV -10". 37 37 E 14'S 40 40 E 15' EQUIVALENT FOOTERS v CON- STRAINED NONCOPF STRAWED 18 18 19 20 20 22 21 23 22 24 23 28 24 27 25 20 28 31 27 33 28 35 29 38 30 38 31 39 32 40 33 41 34 43 35 44 38 48 37 47 38 48 IAM= LL THIS TABLE MAY BE USED WITH COMMERCIAL, PATIO OR LATTICE STRUCTURES i mI N 6070 q < �Cl�✓IL J���2 CALM i 91Amerima 1140 ALL PRO DRIV ELKHART,IN 46514 ICBG 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: 2/8—T2-000 20 FREESTANDING AND ATTACHED PATIO STRUCTURES LIVE TR18 _ MAX COLUMN SPACING 3' SQUARE COL COLUMN SCHEDULE FOR ATTACHED PATIO STRICTURES MAX COL HGHT BTEEL HEADER 5 ROLLFORhED C BEAM 10' ROLliORNED C BEAM S I BBAM 7-1 BEAM 8 W7 ROLLFORAED HEADER ALASKAN EXTRUDED HEADER 51? EXTRUDED HEADER TRIG LOAD WIDTH FOR ATTACHED PATO WIDTH hLAX. CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX COMB. FOOTER SIZE MAX FOOTER SLS MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX CONS. FOOTER SIZE 176' J ON SLAB COLO COLUMN MAIMN CfX 1lM _ I,YN MLLkN mum Comm 17-7" FREE ATTACHED FREE ATTAINT M FREF ATTACJFD FRFF ATTATHffT1 FRFF 4!TTAf,HED FREE ATTACHLS� FRES ATTACFIBD FREE ATTACHED C 10'4' SPACING ACMG SPACING SPACING SPACING SPACING SPACING SPACING B U30NLi COLAIMI'A' ALL FTR FTR . MIN. FTR FTR MN. FTR FTR MRL FTR FTR MH FTR FTR 28 FTR FTR MR FTR FTR MN. FTR FTR MN. 25 B hMX COL. IJNOTM OTHERS 27 '1d v COL 28 v J COL. 6'4' Id' v COL V-10' v v COL 8'-4" v v COL 20 v v COL 20 v v COL. I 21 '1f v COL. 21 8'4r 1 1176" 6-0" 8'-10" IQN3LAB 20 B 9-1" TYPE 22 C 8'-8" TYPE 22 C 20 TYPE S4' 22 20 TYPETYPE 8'3" 25 23 C T-9 23 22 TYPE 12 r-0" 4'-10" TYPE 20 B r4r TYPE 23 30 4 5-10" T-10^ 6 v4r 25 m C 21 B 6'4' 23 23 C 94' 23 23 C 13 9.0" 14 14 15 1s 6-2" 22 15 C 11'4" 26 22 C e' -r 25 18C 17 4' 5 4'4" 24 4'-10" T-10' 23 21 C 25 V4r 8'-11" 23 18 B 9-7' 25 18'-10" 30 28 E 72'-10' 31 30 E 4';10- 72 15 C 9S 25 22 C 6-7 25 19 C S B'4" 6 22 19 B TS 23 22 C 7"-0" 23 21 C 16 7'-0" 17 18 1T-7' 30. 30 E 27-10" 32 32 E 4'4" 22 15 C T-10' 23 22 C TS" 23 19 C 8' 23 7 C 3417 94" T-0" 23 22 C 18'3" 31 31 E 25-2" 34 34 E 15-11" 31 31 E 194' 32 32 E 19 19 4'-r 25 22 C 30 a'4' 6-1a' 23 20 C T 25 8 C r-10' 23 '94' 23 23 C 1r4" 32 32 E 24'-1" 36 36 E 14'-10" 32 32 E 18'-1" 34 34 E 40 20 9-1" 23 z, C N7s' 23 z, C 41 r4" 8' 22 9 23 Ss' 23 6'4' 25 24 D 18'-10" 33 33 E 23'-1" 37 37 F 14'-0' 33 33 E iT-0" 35 35 E 40 V -O' 4' 4" 22 16 B 8'-11" 23 18 CV -10' 23 9 C 10 S-0" 93" 25 25 D 18'3' 34 34 E 27-4" 38 38 F 13'4' 33 33 E 18'-2" .35 35 E 4'-11" 72 19 C 0 4'-0"44r 4'4" 22 1 1a C 11 22 1 16 C 6-4r 28 .25 D 164r 34 34 E 21'-r 38 38 F 178" 34 34 E 1 S$ 38 38 F 11' 12 V-10' 26 25 D 15'3' 35 35 E 21'-0" 39 39 F 17-2" 35 35 E 14'-9" 37 37 F 17 13 14'-1a' 36 36 E 2aS" 40 40 F 1114" 36' 38 E 14'-2" 38 38 F 13' 14 14'6" 37 ST P 19-9" 40 40 P II'•5" 5B 68 E Ta -a- 36 38 1 14' 40 4 T 23 19 C 9' 22 14 C 8-1 8 17 C 5 T-7' 23 21 C 194" 29 27 E 19-10' 30 29 E 4'-8" 22 15 C T-1" 23 20 C T-7' 23 18 C S 6 644 23 21 C 14'-11" 29 29 E 18'-2" 31 31 E 8'S" 23 1S C 6' 7 6'S' 23 22 D 18'-r 30 30 E 27-10" 33 33 F 1T-10' 30 30 E 16'4' 32 32 E T 8 CA" 23 23 D 15-10" 31 31 E 21'-10" 34 34 F 17-11" 31 31 E 15'4" 33 33 E 8' 9 6-10" 25 23 D 1S3' 32 32 E 21'4' 35 35 F 17-7' 31 31 E 14'-10' 33 33 F 9 10 5!4" 25 24 E 14'49" 33 33 F 20'3" 37 37 F 11'-r 33 33 E 14'-0" 34 34 F 10' 11 S-6" 26 25 E 14'3" 34 34 F 194" 37 37 F 11'-0' 33 33 F 1Y -r 35 35 F 11' 12 64" 26 25 E 13'-10" 34 34 F 19-1" 38 38 F 1a-7" 34 1 34. F 17-10" 35 35 F 17 23 18 C 4 22 13 C -0" 22 17 C V -r 23 16 C 5 8'3" 23 20 D IV—S'28 27 E 18'3' 30 30 E S`4r 22 17 D S 6 5'-10" 22 20 D 173' 29 29 E 14'-10' 31 31 F 8' 7 S -r 23 21 E 14'4r 31 31 E 19-11" 35 35 F 11'4" 30 30 E 13'-9" 33 33 F T 8 S-4' 23 22 E 13'-10' 32 32 E 19-1' 38 38 F 10'-7' 32 32 F 17-10' 34 34 F 8' 9 51-1" 25 23 E 13'4" 34 34 E 18'4' 39 39 F 1a-0" 33 33 F 17-2" 38 38 F 9 10 4'-11' 25 22 E 17-10' 34 34 E Ir -9' 40 40 F 94" 34 34 F I VS' '35 35 F 1 a COL COLUMN SCHEDULE FOR ATTACHED PATIO STRICTURES MAX COL HGHT A 0.024x 3' SQUARE ALUM COLUMN 1116' B 0.032' It 1112' SQUARE AUIM a'6' a SCROLL COLUMN COLAIUIN .FREE ATTACKED COLUMNFREE ATTACHED COLUMN FREE ATTACHED B 0.02r x 3 SQUARE ALUM COLUM 114' C S CLOVERLEAF ALUs. 0.040' 1r6' D FLUTED COLUMN ALUM 0.002' 176' E Y CLOVERLEAF STEEL 0.045 176' F 3' SQUARE STEEL COLUMN 176' G 4- SQUARE STEEL COLUMN 176 H S SQUARE STEEL COLUMN 176' J IT SQUARE STEEL COLUMN 176' COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE COLUMNS NS FOR MLTISP/W STRICTURES COLUMN I NOTES E W -r MAX COUIMIN MIGHT F 11' MUX COLUMN LENGTH G 17 MAX COLUMN LENGTH H 117 MAX COLUMN LENGTH TABLE 24 ALL COLUMNS MAY BE REPLACED WITH A STRONGER COLUMN 'A' MAY BE REPLACED W/ BJ 13' MAY BE REPLACED W/ CJ, ETC. LINEAR INTMPOLATION FOR ALL CALCULATIONS IS ALLOWED SCHEDULE OF MAX COLUMN SPACING FOOTING SIZE AND COLUMN TYPE FOR PATIO APPLICATIONS LIVE TRIB 0.034'x3"xII'I$11DER 0.04rx31x5IffiADER DOUBLE 0.037xrx5HEADER LOAD WIDTH MAX CONS FOOTER SIZE MAX CONS. FOOT ER SIZE MAX CONS. FOOTER .SIZE a 3 COLAIUIN .FREE ATTACKED COLUMNFREE ATTACHED COLUMN FREE ATTACHED 4 5 SPACING FTR FTR ML spAcog. FTR FTR MIN. SPACING FTR FTR MN. WA WA v OOL. v v COL. v COL I WA (FT) TYPE TYPE (IN) TYPE . 70 a 90 MPH wrosPEED LESS THAN 1 r 10 N -Ir 17-1 27 23 A 14'-1" 28 24 B 13'3" 27 23 B WA 6-0' 1 a4' 26 23 B 17-7" 27 25 B 11'-10" 28 24 B 6 94" 9-10' 25 24 B 114' 26 25 C 10'4' 28 25 B 8 r-0" 9-1" 25 25 B 1a-7" 26 26 C 1a-0" 25 25 C 13 8'-0" 9-2" 25 25 B 9-11" 28 28 C 94" 26 28 C 9 9-0" r3" 25 25 B 9-1r' 27 27 C V-10" 26 28 C 11 1174r 6'4' 25 25 B V-10' 27 27 C 8'-4" 27 27 C 20 4'-0" 8'4" 25 20 B to -2" 28 21 C 9-T' 25 21 C 12 6-0" 8'-10" 23 20 B 9-1" 25 22 C 8'-8" 25 22 C 20 8'-a' S4' 22 20 B 8'3" 25 23 C T-9 23 22 C 12 r-0" 4'-10" 23 20 B r4r 23 23 C T3" 23 23 C 15 8'-0" R -W 23 21 B 6'4' 23 23 C 94' 23 23 C 13 9.0" 14 14 15 1s 8'-0" 25 23 C 8'4" 25 24 C ,s 1a4" 16 17 2613 SS" 25 24 C S4' 25 24 C 25 V4r 8'-11" 23 18 B 9-7' 25 21 C V -r 25 20 C 16 5!4" S4" 22 19 B 9-7' 25 22 C r4' 23 21.. C 18 B'4" 4'-r 22 19 B 7'3" 23 22 C 7"-0" 23 21 C 16 7'-0" 17 18 18 19 V -S. 23 22 C 6'-6" 23 22 C 19 V-0" 20 20 33 17 ss' 23 22 C S -v 23 22 C 3417 94" 18 18 19 19 RACY" 25 22. C T-2" 25 23 C 19 10'-0" 20 21 21 22 38 18 19 19 4'-r 25 22 C 30 a'4' 64' 22 17 B e'4" 25 20 C r-10' 23 19 C 20 S -0'4'-r 21 22 18 B Tom" 23 21 C T-0" 23 20 C 22 23 23 24 40 20 9-1" 23 z, C N7s' 23 z, C 41 r4" 21 22 22 23 Ss' 23 21 C S -r 23 21 C 23m -=j B4r 24 1 24 1 25 - 2S = 4'-T' 23 21 C 4'-117' 23 21 C 40 V -O' 4' 4" 22 16 B 8'-11" 23 18 CV -10' 23 18 C S-0" 5'4" 1 22 19 C 5-10' 22 19 C 9 -al 4'-r' 22 19 C 4'-11" 72 19 C 0 4'-0"44r 4'4" 22 1 16 C 4'-11" 22 1 16 C 1 1 GENERAL METHOD FOR USING THESE TABLES 1 CHOOSE FREESTANDING OR ATTACHED, COMMERCIAL OR PATIO STRUCTURE 2 CHOOSE PROJECTION, WIDTH, OVERHANG, WIND LOAD AND LIVE LOAD. 3 FIND TRIBUTARY WIDTH FROM TABLE 26 AND DRAWINGS ON 8713002 OF "STRUCTURAL CONFIGURATIONS". 4 CHOOSE A PANEL FROM SHEET 1 THAT HAS ADEQUATE CLEARSPAN FOR YOUR NEEDS. 5 CHOOSE A HEADER FROM SHEETS 2S THAT HAS ADEQUATE COLUMN SPACING. 6 USE THE FOOTER SrzF SHOWN. 7 FOR SINGLE SPAN ATTACHED PATIO, USE THE POST SHOWN. LOOK AT THE TABLES PROVIDED FOR ALL OTHERS. 8 FIND THE O/C SPACING OF WALL CONNECTIONS ON TABLE B.S. . 9 FIND THE NUMBER OF PANEL TO HEADER FASTENERS ON TABLE A OF 97CDO4 DETAIL 'AE. 10 FIND THE APPROPRIATE DETAILS ON 970D01 TO 870D09. FOR CONCRETE PATIO SLABS o FOLLOW 14 ABOVE 5 CHOOSE A COLUMN LENGTH IF USING COLUMNA" (8'-0" OR 1a4') 6 FIND THE MAXIMUM COLUMN SPACING ON SLABS FROM TABLE 21 7 CHOOSE A HEADER (TABLE 21 OR 25) THAT HAS THE SAME OR GREATER COLUMN SPACING FOR THATTRIB WIDTH AND LIVE AND WIND LOAD 8 USE COLUMN TYPE -9 OR STRONGER (UNLESS USM COLUMN "A-) 9 FOLLOW STEP S. 9 AND 10 ABOVE i� M,p`.c -n2U YS 10 ' TRIBUTARY WIDTHS FOR SINGLE SPAN ATTACHED STRUCTURES F[YR f:A/FM PRAIcr-m i ANTI (1VFP41Atjn ATM I/JT1Fn I IDS PROJ. (FT) 6 0 1 2 OVERHANG r' 3 4 (FT) 5 a 7 a 3 4 4 5 WA WA WA WA WA 7 4 4 5 5 WA WA WA WA WA --8- 4 5 5 —6 6 WA WA WA WA 9 5 5 8 6 7 WA WA WA WA 10 5 6 6 7 7 8 WA WA WA 11 6 6 7 7 8 8 WA WA WA 12 6 7 7 8 8 9 9 WA WA 13 7 7 8 8 9 9 10 WA WA 14 7 8 8 9 9 10 10 11 WA 15 8 8 9 9 10 10 11 11 WA 16 8 9 9 10 10 11 11 12 12 17 9 9 10 10 11 11 12 12 13 18 9 10 10 11 11 12 12 13 13 19 10 10 11 11 12 12 13, 13 14 20 10 11 11 12 12 13 13 14 14 21 11 11 12 12 13 13 14 14 15 22 11 12 12 13 13 14 14 15 15 23 12 12 13 13 14 14 15 1s 16 24 12 13 13 14 14 15 1s 16 16 25 13 13 14 14 1s ,s 16 16 17 2613 14 14 15 15 18 18 17 17 27 14 14 15 15 16 16 17 17 18 28 14 15 15 16 16 17 17 18 18 29 15 15 16 16 17 17 18 18 19 30 15 16 16 17 17 18 18 19 19 31 16 16 17 17 18 18 19 19 20 32 16 17 17 18 18 19 19 20 20 33 17 17 18 18 19 19 20 20 21 3417 18 18 19 19 20 2D 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 20 21 21 22 22 23 23 24 40 20 21 21 22 22 23 23 24 24 41 21 21 22 22 23 23 24 24 25 -42 = - 21 -22 22 23m -=j 23 24 1 24 1 25 - 2S = �OQROfELAJ C No 2 70 � 03 2% --I - 3 -Cr7- j C I V I OF CALIFv Amerimax BULMIMPRODUCM M 1140 ALL PRO DRIVE ELKHART IN 46514 ICSO ES EVALUATION REPORT ER -2821 P HEADER SPANS, COLUMN SPACING. FOOTER SIZE AND COLUMN TYPE FOR - - - ' FREESTANDING AND ATTACHED PATIO STRUCTURES THIS TABLE MAY BE USED FOR COMMERCIAL, PATI) OR LATTICE STRUCTURES SHEET 3 OF 8 DATE: 2/8 111000 3.0 FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES LIVE LOAD TRIB WIDTH 6' I BEAM 7's BEAM 10' 1 BEAM LNE LOAD P TRIG WIDTH 3' CLOVERLEAF STEEL HBADRR 8' STEEL C BEAM 10' 8TE1tL O BEAM TRIS WIDTH MAX COLUMN SPACING CONS. FOOTER SIZE MAX CONS. FOOTER SIZE MAX OOLUTAN SPACING CONS. FOOTER S� MAX COLUMN SPACING CONS. FOOTER SaZE MAX CONS. FOOTER S� MAX CONS. FOOTER SIZE FREESTANDING ATT COLUMN FREESTANDING ATT FREESTANDING ATT FREESTANDING ATT COLUMN FREESTANDING ATT COLUMN FREESTANDING ATT FOOTER -W I FTR "d" IN SPACING FOOTER -d- FT- w 1 FOOTER d" I FTR COLUMN HEIGHTS W B7' 11' 1S 18 FOOTER "d I FTR W SPACING FOOTER "d I FTR "d' I SPACING FOOTER "d' FTR "d" IN COLUMN HEIGHTS 8-r 11' 1S IV COLUMN HEIGHTS 8'7" 11' 1S 18 COLUMN HEIGHTS Vr IV 16 18 COLUMN HEIGHTS 87" 11' iS 16 COLUMN HEIGHTS 8-r 11' 15 18' 10 MPH FXP[]141 IRF R 7n uPH FXP[1SLIRF H 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' 9-0" 20 22 24 25 18 25'3" 26 28 30 31 25 34'-8" 28 30 33 34 27 4' 14'-7" 5 2Z -V' 26 27 29 31 26 26-11" 27 28 31 32 27 3T-11" 30 31 33 35 30 33 5 8'-11" 20 22 24 25 19 27-5" 26 27 29 31 26 32'-3" 29 30 32 34 29 S 34 6 20'-11" 28 28 29 30 28 25'4" 28 28 30 31 28 35.8" 32 32 33 34 32 37 6 8'-2" 20 22 24 25 20 27-0" 27 27 29 30 27 30'4" 30 30 32 33 30 6 32 T 19-4" 27 27 28 29 27 27-6" 29 29 29 31 29 33'3" 33 33 33 34 33 194" T T-0" 20 21 22 23 20 20'-11" 28 28 29 30 28 28'-10" 31 31 31 33 31 T 32 8' 16-1" 28 28 28 29 28 21'-11" 30 30 30 30 30 31'-1" 34 34 34 34 34 37 8' T-0" 21 21 22 23 21 20'-0" 29 29 29 29 29 2T-0" 32 32 32 32 32 6 37 9 1T-1" 28 28 28 29 28 217-8" 30 30 30 30 30 27-4" 34 34 34 34 34 23 9 8'3" 21 22 24 25 21 19-2" 30 30 30 30 30 29-6" 33 33 33 33 33 9 27 10' 16-2" 29 29 29 29 29 19-8" 31 31 31 31 31 2T-9" 35 35 35 35 35 30 10' 64" 22 22 24 25 22 18'-2" 30 30 30 30 30 25-T' 34 34 34 34 34 10' 31 11' 15S 30 30 30 30 30 18'3" 31 31 31 31 31 26-2" 35 35 35 35 35 36 11' 6-0" 21 23 25 26 21 1r-4" 31 31 31 31 31 24'-" 34 34 34 34 34 11' 9 17 14'-9" 30 30 30 30 30 1T-11" 32 32 32 32 32 25-1" 36 36 36 36 36 29 12' 6-0" 21 23 25 26 21 16-7" 31 31 31 31 31 24'-1" 36 36 36 36 36 12' 34 13' 14'-2" 31 31 31 31 31 1T3" 33 33 33 33 33 24'-1" 36 36 36 36 36 35 13' 6-0" 22 24 26 27 22 15-11" 31 31 31 31 31 23'4" 36 36 36 36 36 13' 40 14' 13'-8" 31 31 31 31 31 16-T' 33 33 33 33 33 23'-2" 37 37 37 37 37 10i 14' 5-4" 22 24 26 27 22 15-4" 32 32 32 32 32 22'3" 36 36 36 36 36 14' 15 13-2" 31 31 31 31 31 16'-0" 34 34 34 34 34 2.7-5" 37 37 37 37 37 15 5-2" 23 25 27 28 23 14'-10" 32 32 32 32 32 21'-0" 37 37 37 37 37 15 15 1 12'-0- 1311311311311 36136136 31 1 16-6" 13413413413411 391391391 34 21'4" 137 37137137137 37 1 1 16 1 6-0" 1241251271281 24 1 14'-4" 1331331331331 331 21'-0" 1371371371371 41 41 41 371 16 7n MPH FXP(11,I IRF [7 70 MPH FXP[]3LIRF f- 20 20 4' 24'3" 30 32 34 36 24 29-0" 31 33 36 37 26 393" 33 36 38 40 29 20 4' 93 23 25 27 28 18 23'3" 29 31 34 35 24 34'-1" 32 35 37 39 27 4' 14'-7" 5 22'-6" 29 31 34 35 26 26-11" 30 32 35 37 27 35-4" 32 35 37 39 30 33 5 8'-11" 23 25 27 28 19 20'-10" 29 31 33 35 25 317-0" 32 34 36 38 28 5 34 6 20'-11" 29 31 33 35 27 26-4" 30 32 34 36 28 373" 32 34 37 39 31 37 6 6-2" 23 25 27 28 20 19-0" 28 30 32 34 26 2T-10' 30 32 35 37 29 6 32 T 19-4" 28 30 32 34 27 23'3" 29 31 34 35 29 29-10" 31 33 36 37 31 194" T T-6" 22 24 26 27 20 1 T-7" 27 29 31 33 26 25'-0" 30 32 34 36 30 T 32 8' 16-1" 28 30 32 34 28 21'-11" 30 31 33 35 30 2T-11" 32 32 35 37 32 37 8' T-0" 22 24 26 27 21 16-5' 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 37 9 1T-1" 29 29 31 33 29 20'4" 30 31 33 35 30 26-4" 33 33 35 37 33 23 9 6-8" 23 25 27 28 21 15-6" 28 28 30 32 28 22'9" 31 31 34 35 31 9 27 10' 16-2" 29 29 31 33 29 19-8" 31 31 32 34 31 25-0" 33 33 34 36 33 30 10' 64" 23 25 27 28 22 14'-0" 28 28 30 32 28 21'-7' 32 32 33 35 32 10' 31 11' 16-S' 30 30 30 32 30 18'x" 31 31 32 34 31 24'-0" 34 34 34 36 34 36 11' 6-0" 25 26 28 30 21 14'-0" 28 28 29 31 28 20'-7" 32 32 33 35 32 11' 9 17 14'-0" 30 30 30 32 30 1T-11" 32 32 32 33 32 2Y-6 35 35 35 35 35 29 12' S-8" 25 26 28 30 21 l V-5" 29 29 29 31 29 19-8" 33 33 33 34 33 1Z. 34 13' 14'-7' 31 31 31 32 31 1T3" 33 33 33 33 33 273" 35 35 35 35 35 35 13' 5'-6" 26 27 29 31 22 17-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13' 40 14' 13'48" 31 31 31 31 31 16-7" 33 33 33 33 33 21'-8" 36 36 36 36 36 10i 14' 5!-4" 26 27 29 31 22 12'S' 30 30 30 31 30 18'3" 34 34 34 34 34 14' 15 13-2" 31 31 31 31 31 16-0" 34 34 34 34 34 21'-0" 37 37 37 37 37 15 6-2" 26 28 30 32 23 12'-0" 31 31 31 32 31 IT -7" 34 34 34 34 34 15 16 1 12'-9 1311311311311 36 36136136 31 1 15-6" 1341341341341 391391391 34 1 217-4" 1371371371371 37 1 1 16 I 5-0" 1261281301321 24 1 11'-7" 1311311311321 31 1 IT -Cr 1351351351351 41 41 41 35 1 16 20 N 243" 30 32 34 36 28 29-0" 31 33 35 37 30 40'-1" 34 36 39 40 34 20 4' 9-9" 23 25 27 28 21 23'-7" 29 31 33 35 28 34'-T' 32 34 37 39 32 4' 14'-7" 5 22'-6" 30 32 34 36 30 26-11" 31 32 35 36 31 35-10" 35 35 37 39 35 33 5 8'-11" 23 25 27 28 22 21'-1" 29 30 33 34 29 30'-11" 33 33 36 38 33 5 34 6 20'-11" 31 31 33 34 31 26-4" 33 33 34 36 33 32'-8" 36 36 37 38 36 37 6 8'-2" 23 25 27 28 23 193" 30 30 32 33 30 28'3" 34 34 35 37 34 U. 32 T 19-4" 32 32 32 33 32 27-6" 34 34 34 35 34 30'-3" 37 37 37 38 37 194" T T-6" 23 23 25 27 23 1 T-10" 31 31 31 33 31 26-2" 35 35 35 36 35 T 32 6 18'-1" 33 33 33 33 33 21'-11" 34 34 34 34 34 28'-4" 38 38 38 38 38 37 8' T-0" 24 24 25 27 24 16-8" 32 32 32 33 32 24'-5 36 36 36 36 36 8' 37 9 1T-1" 33 33 33 33 33 20'-8" 35 35 35 35 35 263" 39 39 39 39 39 23 9 6-8" 24 25 27 28 24 16-T 32 32 32 32 32 23'-1" 37 37 37 37 37 9 27 10' 16-2" 34 34 34 34 34 19-8" 36 36 36 36 36 25-4" 39 39 39 39 39 30 NY 6-4" 25 25 27 28 25 INA 1" 33 33 33 33 33 21'-10" 37 37 37 37 37 10 31 11' 15S' 34 34 34 34 34 18'-" 36 36 36 36 36 24'-10" 40 40 40 40 40 36 11' 6-0" 25 26 28 29 25 14'-3" 34 34 34 34 34 20'-10" 38 38 38 38 38 11' 9 12' 14'-9' 35 35 35 35 35 1T-11" 37 37 37 37 37 23-10" 41 41 41 41 41 29 12' 5'-" 25 26 28 29 25 13'-7" 34 34 34 34 34 20'-0" 38 38 38 38 38 17 34 13' 14'-2" 36 36 36 36 36 1T3" 38 38 38 38 38 22'-10" 41 41 41 41 41 35 13' 5'-6" 26 27 29 31 26 IVO" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 40 14' 13'-8" 36 36 36 36 36 16-T' 38 38 38 38 38 22'-0" 42 42 42 42 42 10i 14' 5-4" 27 27 29 31 27 12'-7' 35 35 35 35 35 18'-6' 40 40 40 40 40 14' 15 13'-2" 37 37 37 37 37 16-0" 39 39 39 39 39 21'3" 43 43 43 43 43 15 5-2" 27 28 30 32 27 12'-2" 36 36 36 36 36 1r -la, 40 40 40 40 40 15 16 12'3" 36 36136136 36 15'3" 39 391391391 39 1 20'-T' 1431431431431 43 1 16 I 5-0" 1281281301321 28 1 11'-0- 1351351351351 351 1T3" 141 41 41 41 41 16 VU MPH EAP05UKE G UU Mrn urvaUMr �. PRO- 5 1/4' EXTRUDED HEADER 31 32 21 17-11" 31 33 36 37 26 263" 35 37 40 42 30 4' 20 4' 22'-6" 33 35 38 40 28 24'-11" 34 36 39 41 29 30'-T' 36 38 41 43 31 20 4' 9-9" 27 28 5 20'-1" 33 35 37 39 30 22'-4" 33 35 38 40 31 2T -w" 35 37 40 42 33 5 6-0" 27 28 31 32 22 16-0" 30 32 35 36 27 23'-0" 33 35 38 40 31 5 6 19-4" 32 34 37 38 30 20'-4" 33 35 37 39 32 24'-11" 34 36 39 41 33 6 8'-O" 25 27 29 30 23 14'-7" 30 32 35 36 28 21'3" 33 35 37 39 32 6 T 1T-0" 31 33 36 37 31 16-10" 32 34 37 38 32 23'-1" 35 35 38 40 35 T TS' 25 27 29 30 24 13'-6" 29 31 33 35 29 19-10" 33 34 37 38 33 T 8' 15-11" 32 32 35 36 32 1T-8" 33 33 36 37 33 21'-T' 35 35 37 39 35 8' 6-11" 25 27 29 30 24 12'-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 8' 9 15-0" 32 32 35 36 32 16-7' 34 34 36 37 34 20'-t" 36 36-37 39 36 9 9-7-. 27 28 31 32. ?5 11'-11" 30 30 32 34 30 1T-0" 34 34 36 37 34 9 10' 14'-2" 33 33 35 36 33 153" 34 34 35 36 34 194" 37 37 37 38 37 10' 6-2" 27 28 31 32 26 11'-4" 31 31 32 34 31 16-7" 35 35 36 37 35 19 11' 13'3" 34 34 34 35 34 15'-0" 35 35 35 36 35 16-10" 37 37 37 38 37 11' 6-11" 28 30 32 34 25 1173" 31 31 32 34 31 16-10" 35 35 35 36 35 11' 12' 13'-0" 34 34 34 35 34 14'S' 36 36 36 36 36 18'-1" 38 38 38 38 38 12' 5!4r 28 30 32 34 25 194" 32 32 32 34 32 15-2" 36 36 36 36 36 17 13' 17-6' 35 35 35 35 35 13'-10" 36 36 36 36 36 1T-4" 39 39 39 39 39 13' 5S' 29 31 33 35 26 9-11" 32 32 32 32 32 14'-6" 37 37 37 37 37 17 14' 12'-0" 35 35 35 35 35 13'-4" 37 37 37 37 37 16-8" 39 39 39 39 39 14' S3" 29 31 33 35 27 9-T' 33 33 33 33 33 14'-0" 37 37 37 37 37 14' 15 11'-7" 36 36 36 36 36 12'-10" 37 37 37 37 37 16-2" 40 40 40 40 40 15 6-1" 30 32 35 36 27 9-3" 33 33 33 33 33 13'3" 37 37 37 37 37 15 16 11'3" .36.36136- 36 36 12'S' 37137 37 37 37 15-T' 40140140140140 1 16 1 4'-11" 301321351361 29 22 28 1 6-11" 1331331331331 23 25 27 331 13'-1" 1381381381381 11' 9-6' 24 381 16 29 23 70 & 90 MPH EXPOSURE B / 70 MPH EXPOSURE C 70 & 90 MPH EXPOSURES 27 28 20 2T-5" 29 31 33 35 28 32'3" 32 34 37 38 31 4' 25 4' 273" 29 31 34 35 28 26-11" 30 32 35 37 29 3T-11" 33 35 38 40 33 25 4' 9-1 23 25 5 20'-7" 29 31 33 35 29 254" 31 32 34 36 31 353" 35 35 37 39 35 5 8'-0" 22 23 25 27 21 21'-1" 28 30 33 34 29 29-11" 33 33 35 37 33 5 6 18'3" 30 30 32 34 30 27-9' 32 32 34 35 32 37-2" 36 36 37 39 36 6 T-4" 22 23 25 27 22 193" 30 30 32 33 30 28'-2" 34 34 35 37 34 6 ' T Ir -W` 31 31 31 33 31 21'-1" 33 33 33 35 33 29-V 37 37 37 37 37 T 64" 22 23 25 27 22 1 T-10' 31 31 31 33 31 26-2" 35 35 35 36 35 T 6 163" 32 32 32 33 32 19-9" 33 33 33 34 33 2T-10" 37 37 37 37 37 8' 6-4" 23 23 25 27 23 16-8" 32 32 32 33 32 24'S' 36 36 36 36 36 8' 9 154" 32 32 32 32 32 18'-7" 34 34 34 34 34 263' 38 38 38 38 38 9 6-0" 24 25 27 28 24 16-T 32 3.2 32 32 32 23'-1" 37 37 37 37 37 9 10' 14'-W 33 33 33 33 33 IT -8" 35 35 35 35 35 24'-11' 39 39 39 39 39 10' 5!4r 25 25 27 28 25 14'-11" 33 33 33 33 33 21'-10" 37 37 37 37 37 10' 11' 13'-10" 33 33 33 33 33 16-10' 35 35 35 35 35 27-W 39 39 39 39 39 11' 5S' 25 26 28 29 25 14'3" 34 34 34 34 34 20'-10 38 38 38 38 38 11' 17 13'3' 34 34 34 34 34 16-1" 35 35 35 35 36 27-6" 40 40 40 40 40 17 5-2" 26 26 28 29 26 13'-7' 34 34 34 34 34 20'-0" 38 38 38 38 38 12' ' 13' 12'4" 34 34 34 34 34 153" 36 36 36 36 36 21'-0" 41 41 41 41 41 13' 4'-11" 25 27 29 31 25 13'-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 14' 12'3" 35 35 35 35 35 14'-11" 37 37 37 37 37 20'-10' 41 41 41 41 41 14' 4'-8" 26 27 29 31 26 17-7" 35 35 35 35 35 IV -T 40 40 40 40 40 14' - 15! 1 V-10*1 35 35 35 35 35 14'-6" 38 38 38 38 38 20'-2" .42-421 421421 42 16 4'-7- 26 28 30 32 26 12'-2" 36 36 36 36 36 1 T-10" 40 40 40 40 40 10i LIVE PRO- 5 1/4' EXTRUDED HEADER MAX CONS. FOOTER SIZE LOAD JEG FREESTANDING I ATT TION COLUMN FOOTER "d" I FTR SPACING COLUMN HEIGHTS Nr P Vr 11' 19 18 IN 70 MPH EXPOSURE B 20 8' 11'-2" 21 23 25 26 19 9 10'-6" 21 23 25 26 19 10' 10'-0" 20 22 24 25 19 11' 9-6' 21 23 25 26 20 12' 9-1" 21 23 25 26 21 13' 8'-9' 22 24 26 27 20 14' 6-5" 22 24 26 27 21 15 8'-1" 23 25 27 28 21 16 i TAW 23 25 27 28 21 1T T -T' 1 24 25 27 29 21 70 MPH EXPOSURE C 20 8' 11'-2" 25 26 28 30 19 9 10'-6" 25 26 28 30 19 10' 10'40" 23 25 27 28 19 11' 94" 25 26 28 30 20 17 9-1" 25 26 28 30 21 13' 9-9" 26 27 29 31 20 14' 9-5 26 27 29 31 21 15 8'-1" 26 28 30 32 21 16 T-10" 26 28 30 32 21 1T I T-7" 1271 29131 1 331 21 90 MPH EXPOSURE B 20 6 11'-2" 24 26 28 29 22 9 10'-0" 24 26 28 29 22 10' 117-0" 23 25 27 28 22 11' 9-6' 24 26 28 29 23 12' 9-1" 24 26 28 29 24 13' 8'-9" 25 27 29 31 24 14' 8'S' 25 27 29 31 24 15 6-1" 26 28 30 32 25 16 T-10" 26 28 30 32 24 1T I T-7- 1271 291 31 1 331 25 90 MPH EXPOSURE C 20 8' 11'-2" 28 30 32 34 23 9 10'-0" 28 30 32 34 23 10' 10'-0" 27 28 31 32 23 11' 9-6" 28 30 32 34 24 17 9-1" 28 30 32 34 24 13' 8'3" 29 31 33 35 24 14' 1 8'S' 1291 31 1 331 351 25 70 MPH EXPOSURE B AND C 25 8' 10'-0" 23 25 27 28 18 9 9-5" 23 25 27 28 19 10' 6-11" 23 25 27 28 19 11' 8'-6" 25 26 28 30 19 12' 9-2" 25 26 28 30 20 13' T-10" 26 27 29 31 20 14' T3" 26 27 29 31 20 15 T3" 26 28 30 32 20 16 1 - T-0" 1261 281 301 321 20 1 MOLL O.Z. ALL FOOTERS LISTED ARE CONSTRAII TO USE NONCONSTRAINED FOOTERS SEE TABLE ON SHEET 2 OF 8 i O,,eAmax BU L; PRODUM, INC. 1140 ALL PRO DRIVE ELKHART, IN 46514 ICSO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 4 OF 8 DATE: 2 B 2000 MAR 0 3 --------------- LIVE TRIB - - ------------------------- MAXIMUM COLUMN SPACING 3W STEEL C BEAM LIVE TRIG MAXMUN COLUMN SPACING TW STEEL C BEAM LOAD WIDTH FOR ATTACHED LATTICE ON SLAB LOAD WIDTH FREE ATTACHED MAX CONS. FOOTING SIZE MAX CONS. FOOTING S� ATTACHED 20 HEADER MUST 9E ABLE TO SPAN COLUMN COLUMN F7R FTR HEADER MUST BE ABLE TO SPAN COLUMN FREE ATTACHED FREE ATTACHED USING COLUMNA' ALL OTHER SPACING FIR FTR MM USING COLUMNA' ALL FTR FTR MINIMUM COLUMN o.o42 "d "d COLUMN SPACING MAX LENGTH OF COLUMN MAX LENGTH OF COLUMN COLUMN 17-0" COLUMNS 11'4" 9d' "d' COLUMN 0.036 N-11" OTHERS 17-0" "d '1d" COLUMN 10'x" 10'-0" 6-0' 10'4" 10'-0" 8'-0" 4' 11'-21 ON SLAB 17 A TYPE 29 20 ON SLAB 15'4• 28 19 TYPE 70 NPH 10' OR LESS 90 NPH 12' OR LESS 10 N 21'-1" 2740" 2s -r 26'3' A 14'-1" 28 21 10 1T s-0" s -r W -W V-2" 173" 29 29 C A 5' 16'-10' 1r -r 20'S" 21"4' T 6'-4" 23 18 A IV N -W N-11' 948" 9-10' 11'-11" 29 29 C V V 14'-1' Ic-r 1T-0" 1T4" 25 21 A 1114" 26 19' A' W -W sS" sS 11'-r 30 30 C 25 T 17-1" 17-r 14'-r 1s-0" 26-4" 27 22 c 25 20' A 4'S" s-1" S3" 113' 30 30 c All V 10'-r 11'-0" 1r4' 13'-1" 25'3" 26 22 C A 21' 26 17 V-10' s-0" 11'4' 31 31 c A 9' 9'4" 94" 11'x" 11'4' 24'-3" 26 23 c 6 22' 4'-a' 4'4" 10'4" 30 30 C 25 10' a'S' 8'-10" 1013" 10'S" 23'-0" 26 23 c 20 4' 11'-1" 11'S' 13'S" 17-r C V 11' T-8' a'-0' 9'4' 9'$" 21'-11" 25 23 C C s V-10" 9'3' 194' 11'4r 12' T-0" r-4" 8'4" 8'4" 21'-0' 25 24 c 6 T-4" r -r V-11" 9'-2" 22 21 C 25 4' 13' 6'-6" 6'4" T-10" V-1" 20'-2' 25 25 c 26 T 6'-4" 6'-r T48" T-10" 19'-1' 30 25 C 22 14' W -W 94" T4" T4' 19'S' 25 25 c V 94" S4" V.S. 6'-10" 1T-10" 29 25 C C 1s s -r s-10" V-10' T -G" 18'-9" 25 25 C r N-11" s-2" 5'-11' S-1" 16-10" 29 26 D IV s3" S-6' SS" V -r 18'-2" 26 26 c 9' 10' N -r 94" 54" 15'= 1` '28 "26 - D 23 1T S-0" 9-2" V4r V -r 1T -r 25 25 C 11' S-6' N-10" For 1s3" 28 27 D 18' 4'-8" N-11" 94' s-10" 1T-1" 26 26 c c 1r F 4'S" 4'-r 14'-r 28 28 D A 19 25 4'-8" sS" s-6" 15-0" 26 26 C IT T -W 14'-0' 28 28 D T 20' 51-1' 93' 163" 27 27 c 23 IN C V 17-W 28 28 D 21' W -W 4'-10" S-0" 15'-10" 26 26 c 1s N -V 22 14 13'-0" 29 29 D C 27 s 1 1 4'-8" 4'-9" I 1s-8 1 27 1 27 C 15 1 T 18' 23 15 c 1r -r 173" 11'-11" 30 30 30 30 30 29 D E E 90 MPH 10' OR LESS 1 10 N 21'-1" 22'-0" 2s -r 26'3" 60 1 4' 5' 16'-10' 1 T -r 20'S" 21"4" V-2" 23 15 C 19' 11'-r 30 30 E s -r 6' 14'-1" 14'-0" 1 T-0' 1T-6" 20' 113' 30 30 E r 17-1" 12'-r 14'-r 16-0" 22'-2" 29 24 c 21' 11'-0" 30 30 E 8' 10'-r 1 T -O" 12'4" 13'-1" 20'-9" 28 24 C 22' 1 10'-9" 30 1 30 E 9' 9'4" 9'-0" 11'-4" 11'-0" 19'-7' 28 25 c 25 4' 8'-11" 9'4" 10'-1o" 11'-1" 1d 81S' V-10" 10'-3" 1w -w 18'-6" 28 26 c s T-2" TS" 8'-8" V-11" IT T4" 8'-0" 74" 9S' 1T-0" 27 25 C 6' 5'-11" 6'3' T3' rS' 12' T-0" Tom' 8'-6" 8'4' 15.11" 27 26 C T s-1" 94" V -r 64" 19'-1" 30 25 C 13' 6'-6" 54" T-10" V-1" 153" 27 27 C V 4'S" 4'-8" sS" 5'-r 1T -1o" 29 25 C IN W -W 5-4' T4" rS' 194" 27 27 C 9' 4'-10" N-11" 15-10" 29 26 D 15' T -r 5-10" 5-10" T4" 15'-2" 27 27 c 10' 19-11" 28 26 D 15 s3" T -w 6'S" 5-7' 14'-a" 28 28 c 11' 193" 28 27 D 1T s-0" s -r 54" V-2" 14'3" 28 28 C 12' 14'-r 28 2a D 18' Nor N-11" 5'-8" 5'-10" 13'-10" 28 28 C 13' IN -W 28 28 D 19 4'-8' sS" 94r ITS" 28 28 C IN IT -W 28 28 D 20' 9-1" 93' 13'-1" 29 29 c 1S IT -W 29 29 D 21' N-10' s-0' 12'-9" 29 29 C 15 1r -r 30 3o D 27 4'-0" 4'4" 12'6" 29 29 c 1 T 18' 173" 11'-11' 30 30 1 30 29 E E 70 NPH 12' OR LESS 10 4' 21'-1" 2r -W 2s -r 293' 30 4' r-6' T-10" 9'-1" 94" s 15.10' 1T -r 20'S" 21"-0" s 5-0" 6'3" T3" TS" 6 14'-1" 14'4" 1 r-0" 1 TS" 6' F -W s3" 5-1' S-2" r 12'-1" 12'-7" 14'-r 194" 23'-r 27 23 c T 4'46' s -r s4' IV -r 30 25 D 8' 10'-r 11'-0" 1r4' 13'-1" 22* -1" 27 24 C V N -W W -W 1TS' 29 25 D 9' 9'4" 9'4' 11'-4' 11'-W 20'-10" 27 24 C 9' 16'-10" 29 26 E 10' 8'S' 8'-10" 10'3" 10'S" 19-9" 26 24 c 10' 163" 29 27 E 11' r48" 8'4" 9'-4" 94' 18'-10" 26 25 C IT 15-W 28 27 E 1r r4" T4" 8'-6" V -sr 1&44 25 25 C 12' 193" 28 28 E 13' 6'-6" 6'4" T-10' V-1" 1T4" 26 26 C IT 1IN-Ur 29 29 E IN 6'-0' 6'-4" r4" TS' 15-0" 26 26 C IN 14'4' 29 29 E 1s S -r s-10" 5-10" r-0' 15-1" 27 27 C 1s 14'-2" 30 30 E 16' S3' 4.6' 6'S" c -r 1s -r 27 27 c 15 13'-10" 30 30 E 40 N s -V 9-11" V-10' r40" 1T S4' s -r 5-0" V -r 1s-1" 27 27 C 1a' 4'-a' N-11" S'4r S' -1o' IN -W 28 28 c S 4'-6" 4'4' sS" s-8" 19' 4'-a" SS" sem" 14'4" 28 28 c 6' N -r 4'4r 20' s-1" 63' 13'-11" 27 27 C T 16'-r 29 24 E 21' N-10" 5'4" 13'-r 28 28 C r 19-10" 2a 24 E 27 4'-a' 4'4' 13'3" 28 28 C 9 10' 111 193" 14'4- 14'3" 28 28 28 25 26 27 E E E 90 NPH 17 OR LESS 10 4' 21'4 2r-0' 25'-r 293" s 15-10' 1 r -r 20'S" 21"-0" 12' 13'-10" 27 27 E V 14'-1" 14'-0" 1r-0' 1TS" IT 1744 28 28 E r 17-1' 12'-r 14'-r 1S-0' 19'-1' 30 25 C I IN I 1 1 13'-2' 28 1 28 E 60 N 3'-10' 4'4" N -r 4'4' V 10'-r 11'-0" 12'4' 13'-1" 1T-10" 29 25 C r 9'-0" 9'4" 11'-4' 11'4' 1V-10' 29 26 c s I& 8'S' V-10" 10'3' 1C4' 15-11" 28 26 c 6 11' r4r NY4' 9'-4" 9'S' 1s3" 28 27 c T 14'-6' 28 23 E 1 r T4' TS' a'4' 8'4' 14'-r 28 28 c V 13'-10' 27 23 E 13' 6'4" 6'4" r-10" C-1' 14'4" 28 28 C r 13'4' 27 24 E IN V4r 6'-4" r4" T4" 13'-' 28 28 C 10' 1r-10' 27 25 E is s -r V-10" V-10' r-0" 13'-0" 29 29 c 11' 17-W 27 26 E -6' I S5' 6'-T I 1r -T 1 29 29 CMIM 17 17-1' 27 1 26 1 E 4.1 LIVE TRIB 0.038'x 7x r BOX BEAM 0.047 x 3" x 8' BOX BEAM DOUBLE 0.032' x 2"x8" LOAD WIDTH MAX CONS. FOOTING SIZE MAX CONS. FOOTING SIZE MAX CONS. FOOTING SIZE FREE ATTACHED 23'-4' COLUMN FREE ATTACHED 0.042 FREE ATTACHED 20 0.036 COLUMN COLUMN F7R FTR MIN SPAC2NG FTR FTR MIN. FTR FTR MIN. 111-4" 0.042 SPACBJG SPACING 30 0.036 9'-9' "d 'd COLUMN o.o42 "d "d COLUMN 40 "d 'd COLUMN 17-0" 0.042 11'4" T4' TYPE 0.036 N-11" TYPE 17-0" am OM TYPE 90 NPH WINDSPEED 12' OR LESS 10 4' 11'-21 26 17 A 1r4" 29 20 A 15'4• 28 19 A T V-11' 25 18 A 14'3' 28 21 A 14'-1" 28 21 A FREESTANDING AND ATTACHED V TS" 23 17 A 11'-11' 26 20 A 17-11" 27 21 A T 6'-4" 23 18 A 10'-r 26 21 A 12'-1" 27 22 A V s -r 23 17 A V-11" 25 21 A 1114" 26 22 A' 9' N-11" 25 18 A T-11" 25 20 A 10'-8" 26 23 All 10' 4'S' 25 19 A T-2" 25 21 A 10'-2" 26 24 All 20 4' s4' 22 14 A 7-r 25 16 A 111-4" 26 17 A- s N -r 22 15 A T-2' 23 16 A 10'-3' 26 19 A• 6 6'-1" 23 16 A 9'4" 25 19 c r 5'3' 23 17 A W -W 25 20 C V 4'-r 23 17 A V-1" 25 21 C 9' T-6' 23 20 c 10 I I T3" 22 21 C 25 4' r -r 23 15 A 10'-4" 26 17 A' 5' s-11" 22 15 A 9'-2" 25 18 c 6' N-11" 22 16 A 8'S" 25 19 C T T4" 23 18 C V r3' 23 19 C 9' 6'-10" 23 20 C 10' S-6' 23 21 1 C 30 4' S-2" 23 15 A 9'S" 25 16 c F N-11" 22 15 A 8'S" 25 18 C 5 T -W 23 17 C T T-1" 23 18 C V W -W 23 19 C 40 4' N -V 22 14 A V-2" 25 16 C s T-4" 23 15 c 6 I 1 1 V -r 23 17 C 60 1 4' T-1"22 14 A V-2" 23 15 C S. s -r u 1s c TABLE 4.2 CLEARSPANS FOR 3 X 8 RAFTER LIVE PANEL 24" O.C. 70" OVER LOAD "C PS9 ON) MPH I HANG 10 0.036 23'-4' 11'-8" MAX COLUMN 0.042 2T-2" 13'-r 20 0.036 14'-6' 8'-6" 11'-6" 0.042 19-10' 9'-11' 25 0.036 11'4" T -r 111-4" 0.042 1 r4" V-10" 30 0.036 9'-9' 6-11" iz�O" o.o42 1s -r a.-1" 40 0.036 T-4' 6'-0" 17-0" 0.042 11'4" T4' 60 0.036 N-11" 4'-1r 17-0" 0.042 T-10" I s4' CLEARSPANS FOR 2 X 6 RAFTER LIVE PANEL 24" O.C. LOAD Y" 70MO I OVER COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE FORMULTIS MPH HANG 10 0.024 13'-7' 54' MAX COLUMN 0.032 18'-1' 9'-0" 20 0.024 7-10" 4'-11" 11'-6" 0.032 13'-r V -r . 25 0.024 8'-10' 4'S' 111-4" 0.032 1114' s-10" 30 0.024 r-8' 370" iz�O" 0.032 10'4" 9-4" 40 0.024 9-10" r-11" 17-0" 0.032 9.4' 4'-8" 60 0.024 NIA NIA 17-0" 0.032 1 r-8" T-10" A• - V MAXMUM OOLUMN LENGTH A'-- 10' MAXMIM COLUMN LENGTH MAR 0 3 2000 4R�F Lu 6070 r } ABLE 4.3 TABLE 4.5 3 - 31 FOR 10 PSF DOUBLE RAFTERS MAY BE USED 48" O.C. t%r 1 •' COLUMN SCHEDULE FOR FREESTANDING STRUCTURES AND INTERMEDIATE FORMULTIS STRUCTURESDIECOLUMNS COL COLUMN SCHEDULE FOR ATTACHED LATTICE MAX COLUMN COLUMN NOTES E 8'-T' MAX COLUMN LENGTH ! Am PATIO STRUCTURES HGHT ., i F I V MAX COLUMN LENGTH / � ! ` A B 0.020 it 3' SQUARE ALUM COLUMN 0.037' zUM 11'-6" G 17 MAX COLUMN LENGTH r H 12' MAX CCXUMN LENGTH NIP SCROLL COLUMN 8-0' TABLE.rlRg B 0.027' x 3" SQUARE ALUM COLUMN 111-4" ALL COLUMNS MAYBE REPLACED WITH A STRONGHR•COL'LMN y C 0.040'x 3" CLOVERLEAF COLUMN 17-7 'A' MAY BE REPLACED WI 13-J D FLUTED COLUMN ALUM. 0.087 iz�O" 'B' MAY BE REPLACED W1 C -J. ETC. E 3` OVERLEAF STEEL 0.048" 17-0" LINEAR INTERPOLATION FOR ALL CALCULATIONS IS ALL F 3" SQUARE STEEL COLUMN 17-0" G 4" SQUARE STEEL COLUMN 174" H 5" SQUARE STEEL COLUMN 17-0" J 6" SQUARE STEEL COLUMN 17-0" Vi ini" OBULMC TABLE 4.4 PRODUM M 1140 ALL PRO DRIVE ELKHART, IN 46514 ICBO ES EVALUATION REPORT ER -2621 P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED LATTICE PATIO STRUCTURES SHEET 6 OF 8 DATE: 2/8/2000 3.0 FRFFSTONnwr Amn A*TOrtdFn rnuuFRrl01 RTRIIrT11RFS LIVE LOAD P TRIG VNDTH 6'0 BEAM 'Y 1 BEAM I O' 1 BEAM LIVE LOAD P TRIG WIDTH 3' CLOVERLEAF STEEL HEADER B' BTEEL O BEAM 10' STEEL C BEAM TR83 WIDTH MAX COLUMN SPACING CONS. FOOTER SIZE MAX CONS FOOTER Sr2E MAX COLUMN CON& FOOTER S� COLUMNATT MAXO'WZ" SPACINGFTR S.E MAX CANS. FOOTER SIZE MAX CONS. FOOTER SIZE FREESTANDINGATT COLUMN FREEST NG ATT FREEST ATT 17 COLUMN FREPS'TANDING ATT COLUMN FREESTANDING ATT -r I FTR COLUMN HEIGHTS "d' Bi 11' 1S 18' 1 SPACING FOOTER FTR COLUMN HEIGHTS "r 87" 11' 18' 18' SPACING FOOTER "d FTR OOLU .11A '+d' BT 11'/S 18' N ,d" ' 1S SPACING FOOTER "d" IN FUR COLUMNHEIGHTS -a- 8'T' 11' 15' 18' I SPACING FOOTER "d' FTR COLUMN HEIGHTS "d" 8i 11' 1S 18' 1 25 4' 275" 33 35 38. 40 28 24'-11" 34 36 39 41 29 317-T' 36 38 41 43 31 25 4' 9-0" 23 25 27 28 17 27-3" 29 31 34 35 24 32'3" 32 34 37 39 27 4' 31 5 20-1" 33 35 37 39 29 22'-4" 33 35 38 40 31 27-4" 35 37 40 42 33 22 5 8!-T 22 24 26 27 18 20P-10" 29 31 33 35 25 29'-11" 31 33 36 37 28 5 35 6 19-4" 32 34 37 38 30 2174" 33 35 37 39 32 24'-11" 34 36 39 41 33 36 6 T4" 22 24 26 27 19 19-0" 28 30 32 34 26 27* -10" 30 32 35 37 30 6 22 T Ir -0 31 33 36 37 31 18'-1 d' 32 34 37 38 32 23'-1" 33 35 38 40 35 39 T 6-9" 22 24 26 27 19 1 T-7" 27 29 31 33 26 25-9" 30 32 34 36 30 T 34 8' 15-11" 32 32 35 36 32 17'4" 33 33 36 37 33 21'-T' 35 35 37 39 35 11' 8' 64" 22 24 26 27 20 165" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 5-2" 9 15'40" 32 32 35 36 32 16-7" 34 34 36 37 34 2174" 36 36 37 39 36 36 9 6-0" 23 25 27 28 20 16-6" 28 28 30 32 28 22'3" 31 31 34 35 31 9 34 117 14'-2" 33 33 35 36 33 1644 34 34 35 36 34 19'-4" 37 37 37 38 37 28 10 5-8" 23 25 27 28 21 14'3" 28 28 30 32 28 21'-7" 32 32 33 35 32 117 39 11' 173" 34 34 34 35 34 15-0" 35 35 35 36 35 16-10" 37 37 37 37 37 EXPOSURE 11' 6-5" 25 26 28 30 21 14'-0" 28 28 29 31 28 217-7" 32 32 33 35 32 11' 33 17 17-U* 34 34 34 35 34 14'5" 35 35 35 35 35 16-1" 38 38 38 38 38 13'5" 17 6-2" 25 26 28 30 22 13-5" 29 29 29 31 29 19-8" 33 33 33 34 33 17 12'-10" 13' 17-6" 35 35 35 35 35 13'-10" 35 35 35 35 35 1T-4" 38 38 38 38 38 25 13' 4'-11" 26 27 29 31 21 12'-11" 29 29 29 31 29 18'-11" 33 33 33 34 33 13' 26 14' 12'-0' 35 35 35 35 35 IT -4 36 36 36 36 36 16-8" 38 38 38 38 38 35 14' 4'-9" 26 27 29 31 22 12'-5" 30 30 30 31 30 18'-3" 34 34 34 34 34 14' 34 1 S 11'-7" 36 36 36 36 36 12'-10" 36 36 36 36 36 16-2" 39 39 39 39 39 32 1 S 4'-7" 26 28 30 32 22 12'-0" 30 30 30 30 30 1 T-7' 34 34 34 34 34 16 31 7n R 9n MPH FXPCIRIIRF 17-2" 33 33 R / 7n MPH FXPCIQIIRF 1 T4" r 34 38 37 34 10 9'-6" 30 30 9n MPH FXPf1SI1RF 30 r- 33 33 33 34 33 16-2" 35135138137 35 30 30 4' 21'-1" 29 31 34 35 27 26-4" 30 32 34 36 29 35-0" 32 35 37 39 32 25 4' 9-0" 27 28 31 32 21 1T-11" 31 33 36 37 26 263" 35 37 40 42 30 4' 31 5 18'-117' 28 30 32 34 28 22'-10" 30 31 34 35 30 32'3" 34 34 37 39 34 22 6 6-0" 25 27 29 30 21 164" 30 32 35 36 27 23'-6" 33 35 38 40 31 S 35 6 1 T-2" 29 29 31 33 29 217-10" 31 31 33 35 31 29-5" 35 35 36 37 35 36 6 T-4" 25 27 29 30 23 14'-7". 30 32 35 36 28 21'-5" 33 35 37 39 32 6 22 T 16-11" 30 30 30 32 30 19-4" 32 32 32 34 32 2T3" 36 36 36 37 36 39 T 6-9" 25 27 29 30 23 13-6" 29 31 33 35 29 19-10" 33 34 37 38 33 T 34 8' 14'-117' 30 30 30 32 30 18'-1" 33 33 33 34 33 26-6" 36 36 36 36 36 11' 8' 6-4" 25 27 29 30 24 12'-8" 30 31 33 35 30 18'-7" 34 34 37 38 34 6 5-2" 9' 14'-0" 31 31 31 31 31 1 T-0" 33 33 33 33 33 24'-0" 37 37 37 37 37 36 9 6-0" 27 28 31 32 24 11'-11" 30 30 32 34 30 1 T-6" 34 34 36 37 34 9 34 117 13'-4" 32 32 32 32 32 16-2" 35 35 35 39 39 22'3" 38 38 38 38 38 28 10' 6-8" 27 28 31 32 24 11'-4" 31 31 32 34 31 16-T 36 36 36 37 36 117 39 11' 12'-8" 32 32 32 32 32 15'-5" 35 35 35 9 70 & 90 21'-6' 38 38 38 38 38 EXPOSURE 11' S5" 28 30 32 34 25 1173" 31 31 32 34 31 15'-10" 35 35 35 36 35 11' 33 12' 12'-2" 33 33 33 33 33 14'5" 35 35 35 J;;; 217-T' 39 39 39 39 39 13'5" 12' S3" 28 30 32 34 26 117-4" 32 32 32 34 32 15'-2" 36 36 36 36 36 12' 12'-10" 13' 11-8" 33 33 33 33 33 14'-2" 36 3636 38 60 19'-10" 39 39 39 39 39 25 13' 5-1" 29 31 33 35 27 9'-11" 32 32 33 35 32 14'5" 37 37 37 37 37 13' 26 14' 11'3" 34 34 34 34 34 13'-8" 36 36 36 31 19'-1" 40 40 40140 31 40 35 14' 15 4'-11" 4'-9" 29 30 31 32 33 35 35 36 26 26 9'-7" 93" 33 33 33 33 33 33 35 36 33 33 14'-0" 13'3" 37 37 37 37 37 37 37 371 37 37 14' 15 34 90 MPH EXPOSURE 30 C 33 35 30 19-4" 33 34 37 38 33 6 10-7" 28 30 r 2175" 29 30 33 34 29 28'-2" 32 33 35 37 32 5 19-7' 30 30 32 33 30 265" 33 33 35 37 33 6 IT -I0 31 31 31 33 31 23-2" 35 35 35 36 35 T 164" 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'-117' 37 37 37 37 37 117 14'3" 34 341341341 34 I 217-10" 1381381381381 38 11 13-T' 34 34 34 34 34 217-0" 38 38 38 38 38 12' 13-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 12'-T' 35 35 35 35 35 18'5" 40 40 40 40 40 14 30 JU W 5 Ll' -l" 18'-10" JJ 32 3.7 34 J/ 37 J9 38 LC 29 L4'-71- 22'-4" J4 33 M 35 J9 38 41 40 L9 31 Jl'-J'" 26-0" Jb 35 JC 37 41 40 43 42 JL 33 4' /V & `JV MF'19 r-ArL)JUKt 164" 27 29 D 33 30 V 8'-2" 23 25 27 28 20 32 32 6 1 T-2" 31 33 36 37 30 217-4" 33 35 37 39 32 255" 34 36 39 41 34 33 6 T4" 22 23 25 27 21 13'-117' 28 T 16-11" 30 32 35 36 30 16-117' 32 34 37 38 32 27-8" 35 35 38 40 35. 12'-11" 6 6-8" 22 23 25 27 21 31 31 6 14'-117' 31 32 35 36 31 1 T-8" 33 33 36 37 33 22'-1" 36 36 38 40 36 31 T 6-2" 22 23 25 27 22 35 35 9' 14'-0" 32 32 33 35 32 16-7" 34 34 36 37 34 WAIT 36 36 37 39 36 36 6 65" 22 23 25 27 22 30 30 117 13'-4" 33 33 33 35 33 16-9' 34 34 35 36 34 19-9" 37 37 37 38 37 31 9' S5" 23 25 27 28 23 33 1T-11" 11' 17-8" 33 33 33 35 33 15'-0" 35 35 35 36 35 18'-10" 37 37 37 38 37 35 117 5-2" 24 25 27 28 24 43 31 12' 17-2" 34 34 34 35 34 14'5" 36 36 36 36 36 18'-1" 38 38 38 38 38 42 11' 4'-11" 24 26 2829 30 23 35 36 13' 11'-8" 34 34 34 35 34 13'-10" 36 36 36 36 36 1 T-4" 39 39 39 39 39 33 12' 4'-0" 24 26 28 29 24 31 23'-1" 14' 11'3"135135135135135 38 40 35 15 13'-4"136136136136136 12'-11" 30 31 33 35 16-8" 39 39 39 39 39 32 13' 4'-6" 25 27 29 31 25 32 9 70 & 90 MPH EXPOSURE 31 33 35 B / 70 MPH EXPOSURE 32 C 36 32 217-4" 36 36 37 39 36 65" 28 14' 4'-4" 25 27 29 131 25 r 2175" 29 30 33 34 29 28'-2" 32 33 35 37 32 5 19-7' 30 30 32 33 30 265" 33 33 35 37 33 6 IT -I0 31 31 31 33 31 23-2" 35 35 35 36 35 T 164" 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'-117' 37 37 37 37 37 117 14'3" 34 341341341 34 I 217-10" 1381381381381 38 11 13-T' 34 34 34 34 34 217-0" 38 38 38 38 38 12' 13-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 12'-T' 35 35 35 35 35 18'5" 40 40 40 40 40 14 30 40 4' 18'-4" 28 30 32 34 26 22'3" 29 31 34 35 28 317-T' 32 34 36 38 31 4' 5 5' 164" 27 29 31 33 27 19'-117' 28 30 32 34 28 2T -w" 32 32 35 37 32 S 6 6 14'-11" 27 28 30 32 27 18'-2" 30 30 32 34 30 24'-11" 33 33 34 36 33 6 T T 13'-117' 28 28 29 31 28 16-V 30 30 31 33 30 23-1" 34 34 34 35 34 T 8' 8' 12'-11" 29 29 29 31 29 15'4" 31 31 31 32 31 21'-T' 34 34 34 35 34 8' 9 9' 12'-2" 30 30 30 31 30 14'-117' 31 31 31 32 31 2d -W" 35 35 35 35 35 9 1 d 10' 11'-T' 30 30 30 30 30 14'-0" 33 33 33 33 33 19-4" 36 36 36 36 36 117 11' 11' 11'-0" 30 30 30 30 30 175" 33 33 33 33 33 1 V-9' 36 361361361 35 33 36 11' 12' 17 117-7" 31 31 31 31 31 12'-10" 33 33 33 33 33 1T-11" 37 37 37 37 37 90 MPH EXPOSURE C 4'-6" 26 40 dV 18'4" 32 34 37 38 27 22'3" 33 35 38 40 28 317-T' 36 38 41 43 31 26 27 5 16-4" 31 33 36 37 28 19-117' 32 34 37 38 29 2T-4" 35 37 40 42 33 32 21 6 14'-11" 30 32 35 36 28 18'-2" 32 34 37 38 30 24'-11" 34 36 39-41 12' 33 28 30 T 13'-117' 29 31 33 35 29 163" 31 33 36 37 31 23'-1" 35 35 38 40 35 15 8' 12'-11" 30 31 33 35 30 1644 32 32 35 36 32 21'-T' 35 35 37 39 35 31 32 9 17-2" 31 31 33 35 31 14'-10" 32 32 35 36 32 217-4" 36 36 37 39 36 65" 28 117 11'-7" 31 31 32 34 31 14'-0" 33 33 33 35 33 19'-4" 37 37 37 38 37 19 11' 11'-0" 31 31 32 34 31 13'5" 34 34 34 35 34 18'-9" 381311138 38 38 28 31 17 117-T' 32132132134 32 12'-10" 34134 34 35 34 1T-11" 3838 38138 38 60 4' 15-0" 30 32 35 36 25 18'3" 3234 37 38 27 25-T' 34 36 39 41 30 S 17-5" 29 31 33 35 26 163" 31 33 36 37 28 22'-10" 33 35 38 40 31 6 12'3" 29 31 33 35 27 14'-117' 30 32 35 36 29 20-10" 33 35 37 39 32 T 11'-4" 28 30 32 34 28 17-7 30 31 33 35 30 19-4" 33 34 37 38 33 6 10-7" 28 30 32 34 28 12'-10" 31 31 33 35 31 16-1" 34 34 37 38 34 9' 10-0" 29 29 31 32 29 17-2" 33 33 33 35 33 1 T4" 34 34 38 37 34 10 9'-6" 30 30 31 32 30 11'5" 33 33 33 34 33 16-2" 35135138137 35 r 2175" 29 30 33 34 29 28'-2" 32 33 35 37 32 5 19-7' 30 30 32 33 30 265" 33 33 35 37 33 6 IT -I0 31 31 31 33 31 23-2" 35 35 35 36 35 T 164" 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'-117' 37 37 37 37 37 117 14'3" 34 341341341 34 I 217-10" 1381381381381 38 11 13-T' 34 34 34 34 34 217-0" 38 38 38 38 38 12' 13-1" 35 35 35 35 35 19-2" 39 39 39 39 39 13' 12'-T' 35 35 35 35 35 18'5" 40 40 40 40 40 14 30 4' 8'-2" 23 25 27 28 17 22'-0" 29 31 33 35 23 30'-4" 32 34 36 38 26 4' 4' 5 7"-4" 22 24 26 27 18 2175" 29 31 33 35 25 28'-2" 31 33 36 37, 28 5 S 6 6-8" 22 24 26 27 18 19-0" 28 30 32 34 26 26-6" 30 32 35 37 29 6 6 T 6-2" 22 24 26 27 19 1 T-7" 27 29 31 33 26 25-2" 30 32 34 36 30 T T 8' 6-9" 22 24 26 27 19 165" 27 29 31 33 27 24'-1" 31 32 34 36 31 8' 8' 9 5!5" 23 25 27 28 20 16-6" 27 28 30 32 27 22'5" 31 31 34 35 31 9 9 1 d 5-2" 231251271281 27 28 31 21 14'3" 271281301321 31 27 21'-T' 32 32 34 35 32 10 117 11' 4'-11" 25 26 28 30 20 14'-0" 28 28 2931 32 28 217-7" 33 33 33 35 33 11' 11' 12' 4'S" 25 26 28 30 21 IT- 1 28 28 2931 32 28 19'3" 33 135 33 33 34 33 12' 17 13' 4'-6" 26 27 29 31 21 12'-11" 28 28 2931 32 28 18'-11" 34 34 34 34 34 13' 17 14' 4'-4" 26 27 29 31 22 12'5" 29 29 2931 9-2" 291-18,.-T 28 31 35135 21 35A 35 1 14' 9U MPH tJCF'U 'UKt- L:_ 30 4' 8'-2" 27 28 31 32 21 1T-11" 31 33 36 37 26 263" 35 37 40 42 30 4' 5 5 T-4" 25 27 29 30 21 16.0" 30 32 35 36 27 23'-6" 33 35 38 40 31 S 6 6 6-8" 25 27 29 30 22 14'-7" 30 32 35 36 28 21'5" 33 35 37 39 32 6 T T 6-2" 25 27 29 30 23 13'-6" 29 31 33 35 29 19'-10" 33 34 37 38 33 T 6 8' 5'5" 25 27 29 30 23 12'-8" 30 31 33 35 30 18'-7' 34 34 37 38 34 8' 9' 9' 65" 27 28 31 32 24 11'-11" 30 30 32 34 30 1T-6' 34 34 36 37 34 9 147 10 5-2" 27 28 31 32 24 11'-4" 31 31 32 34 31 16-T' 35 35 36 37 35 117 1 T5" 11' 4'-11" 28 30 32 34 24 1173" 31 31 32 34 31 15-117' 35 35 35-36 20 35 11' 25 12' 4'4" 28 30 32 34 24 104" 32 32 32 34 32 15-2" 36 36 36 36 36 17 21 13' 4'-6" 291311331351 23 13' 25' 9-11" 32 32 32 32 32 14'-' 371371371371 22 24 26 37 17 40 4' T-2" 25 27 29 30 20 1 T-11" 31 33 36 37 26 263" 35 37 40 42 30 4' 11'-0' 5 64" 25 27 29 30 20 16-0" 30 32 35 36 27 23'5" 33 35 38 40 31 S 6-11" 6 5-10" 23 25 27 28 21 14'-7" 30 32 35 36 28 21'5" 33 35 37 39 32 6 23 T 55" 25 27 29 30 22 13'5" 29 31 33 35 29 19-10" 32 34 37 38 33 T 28 6 54" 25 27 29 30 23 174" 30 31 33 35 30 18'-7" 34 34 37 38 34 6 21 9' 4'S" 27 28 31 32 22 11'-11" 30 30 32 34 30 1T5" 34 34 36 37 34 9 30 147 4'-6" 27 28131 12' 321 23 11'4" 31 31 321341 31 16-7' 35 135 31 136 137 35 35 10 LIVE PRO 6 1/9' ExrRuoED HEADER LOAD JEC- MAX CONS. FOOTER SIZE FOR ALL COLUMNS SEE TION COLUMN FREESTANDING I ATT DETAIL 'C" end Rr ATTCHEO SPACING FOOTER "d" I FTR 3- CLOVERLEAF STEEL COL 17-0"' W -T COLUMN HEIGHTS b" P 18'-0" 11'-0' 87- I V 15 18' IN 90 MPH EXPOSURE B 25 S 10-0" 23 25 27 28 21 18'-0" 9' 95" 23 25 27 28 22 10 6-11" 23 25 27 28 22 11' 65" 24 26 28 29 22 12' 8'-2" 24 26 28 29 23 13' T-10" 25 27 •29 31 233. 14' r -T 25 27. 29 31 23: , 15 T3" 1 26 1 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 9S" 27 28 31 32 22 117 8'-11" 27 28 31 32 22 11' 6-6" 28 30 32 34 23 12' 8'-2" 28 30 32 34 24 13' T-10" 29 31 33 35 23 14' 1 T5" 1 29 1 31 33 35 24 70 MPH EXPOSURE B 30 8' 9-2" 20 22 24 25 21 9 6-T' 20 22 24 25 21 VY 8'-2" 20 22 24 25 22 11' T3" 21 23 25 26 22 17 T5" 21 23 25 26 23 13' T-2" 22 24 26 27 23 14' 6-10" 22 24 26 27 23 15! 6-7" 23 25 27 28 23 90 MPH EXPOSURE C 30 8' 9-2" 27 28 31 32 21 9' 8'-7" 27 28 31 32 21 la 8'-2" 27 28 31 32 22 11' Ta" 28 30 32 34 22 12' T5" 28 30 32 34 23 13' T-2" 29 31 33 35 23 14' 6-10" 29 31 33 35 23 15 6-T' 30 32 35 36 23 40 8' T-11" 25 27 29 30 20 9 T5" 27 28 31 32 21 117 T-1" 27 28 31 32 21 11' 6-9" 28 30 32 34 21 12' 65" 28 30 32 34 22 13' 6-2" 1 29 31 331 35 22 60 T 6-11" 25 27 29 30 19 8' 65" 25 27 29 30 20 9' 6-1" 27 1 28 31 1321 32 20 117 5-9" 27 28 31 20 IAt3Le J.2 ?RJFES /� y r�0 2 IAIdLt 3.3 91Amerimax $UILDIIVG PgODiJC18� IlVG 1140 ALL PRO DRIV ELKHART,IN 46514 ICSO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 5 OF 8 DATE: 2/8/2000 1 4` LIF� /t ` -;33 i 2' �CA�� MAXIMUM COLUMN HEIGHT COL COLUMN DESCRIPTION SINGLE FREEST FOR ALL COLUMNS SEE SPAN OR MULTISPAN DETAIL 'C" end Rr ATTCHEO ATTACHED E 3- CLOVERLEAF STEEL COL 17-0"' W -T F 3' SQUARE STEEL COLUMN 18'-0" 11'-0' G 4" SQUARE STEEL COLUMN 18-0'" 15'-0" H 5" SQUARE STEEL COLUMN 18'-0" 18'-0" J 6" SQUARE STEEL COLUMN 18'-0" 18'-0" IAIdLt 3.3 91Amerimax $UILDIIVG PgODiJC18� IlVG 1140 ALL PRO DRIV ELKHART,IN 46514 ICSO ES EVALUATION REPORT ER -2621P HEADER SPANS, COLUMN SPACING, FOOTER SIZE AND COLUMN TYPE FOR FREESTANDING AND ATTACHED COMMERCIAL STRUCTURES SHEET 5 OF 8 DATE: 2/8/2000 1 4` LIF� /t ` -;33 i 2' �CA�� .720 • 0 2-X 6 1/2'X 12' HANGER TERNATE 2— 2-X 6 1/2- ALUM. • RAFTER• HEADERS IN PLACE OF 0 16 OR 24 ROLLFORMED • 3"X 8' HEADER wrrH O.C. HEADER POST & SIDEPLATES • 0.08' EXTRUDED HEADER 30X 3- POST 2'X 6 1/2' ALUM. FASCIA 6 SPLICE WITH TIGHT FIT INSIDE HEADER. ® ALTERNATE—DECORATIVE TMP • FASCIA TRIM @ ALTERNATE 2-2" -X-6 1 /2' HEADERS -RAIL - SEE DETAIL 'AF 4- 1/4' BOLTS OR 3 #14 SMS EACKSIDE 4- #14 S.M.. 3' X 8' BOXX1BEAM HEADER_.750' 8 BRACKET L - �f 30X 3- ALUMINUM 0.062" $ COLUMN 0 n 3' 112 1/2- 7" 1/2■ d .y SPLICE DETAIL 3 #14 SMS EACH SIDE ®ALUMINUM 'H' BRACKET FOR CONNECTING COLUMN TO HEADER ® 3 1/2" "J- HANGER ® 5 1/2" EXTRUDED HEADER SPLICE . (6063—T6 ALUM. ALLOY) (6063—T6 ALUM. ALLOY) (6061—T6 ALUM. ALLOY) o NON-STRUCTURAL 2.109- COMPONENT 3 #14 SMS EACH SIDE 87 OR 2 5/16" BOLTS 5.721' ® 5 1/20 EXTRUDED SIDE FASCIA 050 (6063—T6 ALUM. ALLOY) 3'X 3' 'X 6 1 /2' 110 x 1.5' SMS SEE TABLE n L COLUMN SIDEPLATES %' : "5:� 1) E REVISION DATE REVISION .5 FOR SPACING R 1.00 ' / "i q �- AR 0 gip s ALUM. FOOTING �� f ` `� X B�ACKEI` 28 x 3 1/2" chc, =, z�uS' ,�9• USE ONLY ON SLAB � , 3 SEE NOTE OR d=26' FOOTER a AT RIGHT ...:. N, S��IlW:PIl�,T8yIl1TG Engre rl sl rN e ElkhuH. IN 46514 ® (606 -G- 3 -T6 ALUM. ALLOY) SLAB OR FOOTING . ,fJAT \�v�M�Q KG ICBG ES EVALUATION REPORT NO. ER -2621P ® ALUMINUM FOOTING BRACKET FOR CONNECTING £ GFDFUWANG COLUMN TO CONC. SLAB OR FOOTING 3''F7NONE NAMECOMPONENT PARTS &CONNECTION DETAILS (6063—T6 ALUM. ALLOY)ENGI S STAMP 8/2000. M 97CD09 9 OF 9 3" 11/2' OR 2- .01r 1 1/2' OR f io L3 LATTICE t=0.024 a (3105-H25 ALUM. ALLOY) OR a 0.032 'n co r. t=,024n OR .0265.' O RAFTER & SIDEPLATM L1 HEADER (3006-H391. ALUM. ALLOY) L4 COLUMN (3006-H391 ALUM. ALLOY) (3006-H391 ALUM. ALLOY) 4- 18 SMS EACH RAFTER HANGER • 4-#8 SMS EACH RAFTER .r HANGER SEE TABLE 3�k AT .RIGHT. 15/18 1 BRACKET USED W\2' X 6 1/2' RAFTERS owKET USED w/3' x 8' RAFTERS L7 RAFTER TO HEADER CONNECTION, BRACKETS (6063-T5 ALUM: ALLOY, T=.0600) 1/4' x' 4' LAG SCREW SEE TABLE 8.5 COLUMN WOOD SER- 2 X DEPTH ANC4 FOR QUANTITY ALL 10 PSF USE 1 LAG EA SIDE PER STUD 16' 0/C ALUM. EWnNG RAFTER STRUCTURE R-S. SIMPSON HANGER 2� WN 6R PER I.C9.0. EA(;Ef S0DE 1 E11. #1258 LS ALTERNATE RAFTER TO WALL CONN. .048 MIN, a 4' ASTM A-653 Fy=40 KSI STEEL CONNECTOR FOR WOOD COLUMN CONNECTION #8 X 2 `SMS FOR 1 1/2' LArnCE- B x 2 1/2' FOR 2' CE rnCE Mu M. RAFTER L9 LATTICE TO RAFTER CONN. L= 1.92' FOR 2' X 6 1/2' RAFTERS L= 2. ' FOR 3. ' X 8' RAFTERS ,04 a: 1' TYP. 1 o 2-#8 SMS EACH SIDE TYR3 2- 10 X 1 3/4' WOOD INTO fO METAL OR 2-110 SMS (6063-T5 ALUM. ALLOY, Y= 0.040' L6 RAFTER HANGER HEADER HEADER DETAIL MAXIMUM MAX FFASTENTING GAGE WIND LOAD TRIB .042 3' x 8' L1 90 MPH 6' 2—#8 SMS EACH BRKT. 3' x 8' PATI❑ '10' 3—#8 SMS EACH BRKT,' ..036 3' x 8' L1 90 MPH 5' 2—#8 SMS EACH BRKT. 3' x 8' PATI❑ 10' 4—#8 SMS EACH BRKT.. .032 DBL 2-x 6 L11 90 MPH PATIO 10' 3—#8 12—#14 SMS EACH BRKT, .094 8' STEEL C .,L23 90 MPH 22' SMS EACH BRKT. 90 EXP C 10' 2—#14 SMS Chi RST-, 4 N . F 70 tract 3 sj9 IViL F CAU��� ENGINEERS STAMP L DATE REVISION e Engineering Services 1140 All Pro Drive Elkhart. IN 46514 KG ICBO ES EVALUATION REPORT NO. ER=2621 P . ORAVONG NONE OR �EA� COMPONENT PARTS & CONNECTION DETAILS FOR PATIO & COMMERCIAL LATTICE STRUCTURES kTE- SHEET 2/8/2000MM97LTO1 1 OF 4 .1/2" DUl T�ASfTC n d ■ ■ PLUG , SEE SCH DU OR FDR SIZE f. LTERNATE 2- 2°X -.8 1 /2° BOX HEADERS IN PLACE OF " HEADER' SPUCE'MUST. BE ON 3"X 8" HEADER WITH CENTERED ON COLUMN POST & SIDEPLATES 2.- 14 SM o " EAC; I... Lw BOX INTO '?,3-X 3 POST SIDE . NOTE USE PLASTIC' PL1JG TO FlU_ 1/2' IK 3' X 8' FIEADER ;-Lr ACCESS HOLES. USED WHEN ATTACHING • Iol S.M.S. INTO ANOTHER BOX SECTION IN VgilCH 2- 2 X 6 1 2" SIDEPLATES THE SMS LENGTH WOULD EXCEED 2 1/2. // " ONE EACH SIDE OF I "X 3 . L10 PLASTIC PLUG DETAIL..COLUMN I I COLUMN L11 ALTERNATE 2-2" X 6 1/2" HEADERS L16 HEADER SPLICE DETAIL --------------- 3.00 it . I 0.72 1.56.-� �I 0 72 : • . .'? 37" (4) ... 1 .188 A PP 0.93 3.00". 4.00" TYP I 3 .688"(4) 0.72 5.00 OR 6.00 30• I , �4) " 7' 0■(4) _T3.0o L32 3", 4", 5 OR 6" t 10 R X' 0.93 1.56 O STEEL COLUMN 10ALuHIGXH 0'.28'.F —36 KSI I.D. 0.37 .68 " (4) y I 0.72 3.00", 4.00" .4374) 5.00" OR 6.00" .125" RAD. T (IN)= 0.024'. 0.030, 0.040 (ALUM). , .020" DP. (36) _,.0.048 (STEEL) x 70* .062" RAD. (20) DATE REVISION DATE REVISION (12) COLUMNS MAY BE TRIMMED W/FLEX- .187 RAD.(16) ALUM. FACING: oQ�QfrESS/ L31 FLUTED COLUMN L30 3" ALTERNATE COLUMN �, T U long (3" ALUM. 6063- T6) (3003-1-116 ALUM. ALLOY OR y�`'� 02 • " " " A-446 F -40 KSI • STEEL _ Ame17m�1x Engineering Services t = 0.062 UNLESS OTHERWISE NOTED Y- ) c� � rn Lu N0. 1140 All Pro Drive Elkhart, IN 46514 ES EVALUATION REPORT NO. ER -2621P . KG ICBG COMPONENT PARTS & CONNECTION DETAILS qj �F A� NONENAM E FOR PATIO do COMMERCIAL LATTICE STRUCTURES ENGIN �'� 2/8/2000 tr 8 iLT03 s 2 OF 4 75 .100' -' I 2.5' .056 .048 x 3' x 3' STEEL POST 3"X 8" BOX BEAM WRAP 5/16' BOLTS W/ 1' DIA. x 3/32' THK. STL. WASHER 5.5' TO 8' STEEL 'C' BEAM SEE TABLE 8,4 COLUMN E4 �-- 2.35FOR QUANTITY a 1- j "1 ,750' 1.0' .750' - 5/16' BOLTS SEE TABLE 8.3 COLUMN 'M' FOR QUANTITY ®ALTERNATE 3' SO. COLUMN CONNECTOR BRACKET (6063—T6 ALUM. ALLOY) 8"X 12 GA. BEAM L23 3" X 12" X 12 GA. STL. 'C' BEAM WRAP W/ 3" 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 cSS c.V No. �, 1 s Eng(nearing Services . 1140 11i1 Pro' Drive 45,, o��j., Elkhart, IN 46514 ��..`:Tj,. KG IC80 ES EVALUATION REPORT NO. ER -2621P •EC NONE COMPONENT PARTS & CONNECTION DETAILS O FOR PAMO & COMMERCIAL LATTICE STRUCTURES E EERS STAMP 2/8/2000INSREET 97LT03 3 OF 4 .036' OR .042' x 3' x 8' HEADER L25 70 do 90 MPH WIND SPEED L26 31X 8 HEADER 2 014 SMS EACH SIBE 3 #14 SMS EACH SIDE �- 3" 'X 8" BOX BEAM HEADER 00 �. " ALUM. "H" ° 3 6 BRACKET o 30X 3"ALUM. 2 #14 SMS EACH SIDE I ° 3 4814 SMS EACH SIDE . COLUMN 2-X 6 112' 3'X 3' POST SIDEPLNO 3'X 3' POSTk,, 3" COLUMN W/ SIDEPLATES . •OS CLl1MN W/ 'H' BRACKET 0%, • mow, L24 ALUMINUM 'H' BRACKET FOR Ir --I , HEADER SPLICE MUSE BE ..• ., : .. CONNECTING COLUMN TO HEADER ON COWMN ;, F (6063—T6 ALUM. 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