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HomeMy WebLinkAbout039-540-00901-2733) SAKELY, FRANK A&DERSON, Gar 9426 DILLON CT. DURHAM '6426 Dillon,Ct, Du m CONT: NORTH VALLEY BUILDERS sf) 30X40 METAL DETACHED GARAGI 94 DILLON CT, DURHAM � �. <. . NOTES RESIDENTIAL 039-540-009 � 01-2733 SAKELY, FRANK 9426 DILLON CT. DURHAM CONT: NORTH VALLEY BUILDERS 30X40 METAL DETACHED GARAGE II SPECIAL CONDITIONS II SRA FLOOD CERTIFICATE REQ`. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FINALED (D ) Signature CHECKED BY '.i=OK 0 = Not OK - = Not Applicable = Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 6. 1. Zoning Requirements -Setbacks -Easements 7. 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 9. 4. Water; Location -Test -Easement Needed (Sketch) 1 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 1 -. 6. Gas; Location -Test -Wrap;-/ /' L -ft. / P Nat. or/ /"L"ft./ /'LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance Card B-1 Date Card B-1 Date FINA (PI s) OK except #'s Date Setbacks -Easements Card B-1 Date Card B-1 Date Soils; Compaction -Structure Stability 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 Date 11. Cert. of Occupancy Date 12. Permanent Foundation Only; License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARP %7'S GARAGE lans) OK except #'s (1�eq u i re me`its-S9lba�- Easements ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric mg.; Sills-Anchors-Studs-Rftrs-Trusses 9. g; Nailing -Veneer -Stucco -Mesh 1 ; Shing -Roofing 1 -. ., Steps -Doors -Landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINA (PI s) 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 V = OK 0 = Not OK - = Not Applicable = Not Ready RESIDENTIAL (: Date 46. Und loor (Plans) OK except #'s 47. ng-Setbacks-Easements-Flood-Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils-Steel-/ P' Ftg. Depth 5. Stemwalls, Main; Ste el- Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, S eel-Wrapped 8, PiVers_ Ftg.-Steel Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 9. D.W.V.; Fall-Fitting-Test-2 Way C/O-Sewer Test Siding -Nailing Veneer 10. UF, Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 11. Water Pipe; Test-Anchors-Regulator-Service Test Glazing Area -Glass Protection -Skylights -Plastic 12. Electric Underground Shear Walls; Nailing -Bolts 13. Plenums & Ducts; Clearance-Material-Support-Ins. Brace Interior/Exterior Wall Panels 14. Girders-Sills-Anchor Bolts-Joists-Vents-Crippies Insulation -Walls -Ceilings 15. Access & Ventilation Inf iltration-Walls- Windows 16. Insulation Date Date Date Card B-1 Date Card B-1 Date Date Card B-11 Date Card B-1 Date PLUMBING (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 17. Water Htr.; Vent-Access-Combustion Air Baffle Smoke Detector 18. Water Pipe; Test & Anchor-Nail Protection Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 19 D.W.V.; Test Fittings & Anchor-Nail Protection Bedroom Exiting 20. Shower Pan; Test, First Floor-Tub Access G.F.I. & Bath Fixtures & Tub Access -Spa 21. Test Tub & Shower, Second Floor-Tub Access Elec. Trim & Subpanel, Breaker Sizes & Labels 22. Gas Pipe; Sixe & Anchors Stairs & Rails 70. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 23. Fixture & Transformer Clearance-Ins. Protection Garage Fire Door; Swing -Landing -Closure 24. Elec. Receptacles Spacing-Lights & Switches at Doors A.C. Duct in Garage -Damper 25. Size Boxes & No. of Conductors Stapled Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 26. Romex Installed Close to Edge of Studs & C.J. Plb., Elec. & Mech. Equip. Listed for Location 27. Equip. Ground made up w/Mech Fasteners-Bond Gas & Water Elec. Receptacles in Garage (F.F.I.)-Romex Protection 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI Insulation -Foam -Looked in Attic 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At Guard Rails & Deck Construction -Post Caps 30. Range Circle / / ga Cu or AI-Oven Circ. / / ga Cu or At Insulated Neutral Q Yes O No Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth 31. Service-Riser Conductors & Ground Main Disconnect Clearance Looked under Floor Q Yes 32. Equip. Clearances Panels-Motors-Mech. Equip. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 33. Clothes Closet Light-Shower Light-Spa Light Stucco Brown -Finish 34. Smoke Detector A.C. Unit Disconnect, Electrical -Plumbing 85. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ventilation Throughout House 35. A.C. Ducts Insulation & Support Glass Protection 36. Vent Fan, Exhaust above insulation Corrections from Previous Inspections 37. Condensate Drain & Overflow, Size & Grade Gas Test -Meters Tagged, Gas -Electric 38. Furnace-Vent Access-Comb. Air-Return Air Vent 115 outlet Water & Sewer Connected -C/O to Grade -HD Approval 39. Attic Access & Platform if Furnace in Attic Energy Compliance Certificate -Other Certificates 94. Address Posted Date Date Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Date FRAMING (Permit) OK except #'s Card B-1 Date Card B-1 40. Sills Proper Materials & Anchors 41. Walls Studs-Nailing Spacing & Braces-Plates-Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings-Stairs-Chasers-Tubs 45. Headers & Beams-Size & Bearing dingle & 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. Properly Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Inf iltration-Walls- Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor Q Yes 82. Following Instld./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Pibg-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 � '� 7-33 ASSESSOR PARCEL NUMBER 039-540-009 ZONING BUILDING PERMIT OWNER SAKELY FRANK.342-6932 TELEPHONE SO. FT. OCC. BUILDING VALUATION 1200 U 21 600.00 OWNERS MAILING ADDRESS PO BOX 755 DURHAM , CA 95938 CONTRACTOR'S NAME NORTH VALLEY BUILDING SYSTEMS TELEPHONE 1345-7296 CONTRACTORS MAILING ADDRESS 11 THREE SEVENS TN- CHIM, CA (15973 CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 21 600.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS PO BOX 124 MID PINES, CA 99145 Plan Checking Fee $ 146-95 BUILDING ADDRESS 9496 DITION (7- DLMHAM, CA 95954 Energy Plan Checking Fee $ $ PERMIT FEE $ 3 25 LOT NO. 9 SUBDNIS IONS NAME 116-9/12 3-4-89 1. PARCEL MAP 8AC PLUMBING PERMIT Fling Fee 20.00 Each Trap 7.00 USEOFSTRUCTURE SF CX Duplex ❑ Mobilehome ❑ Other SPECIFY 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 ❑ Udlides ❑ Installation ❑ Other EX Describe Work: 30 X 40 METAL DETACHED GARAGE Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 Main Service zm1A OR'SS 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 ful force and effect. / License Class Lic. No. ,�C•-/ % �Y- OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is Issued. My workers' compensation insurance carrier and policy number are: Carrier .75TP1� e! �P Main Service YOGA TO 46.00 CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( & ACC. BUDS. SO 3.5¢FT. NST NONNEW R OESIDD ' MU LTI.Ol7TLET 97.50 POWER APPARATUS 6 SINGLE OUTLET CIR. OUTLET OR FIWrURES Ex. Occup.BAL 20 I'00 OR Ex. Occup. oimE�s PM.) EA. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE15 $ Policy Number (The above sections need not be completed If the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers'HAz. compensation laws of Cal--rfornia, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo Rh comply with those rovisions. /y X tJ Dat v (J Signatur of Applicant - ❑ wne EycontractorAgent An OS permit is required for excavations over 5'0" rep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Uocc cppT. TYPE TOTAL FEE $ 391.25 D. FEES IMP X FLOOD X COF X PARCEL X PD X HD X ISSUE X This permit is hereby issued under of the Butte County Code and/or indicated ab a for which f es have By PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date I S O I S O Z ReceiptNo. 332095/166.25 WHITE-D.D.S.-B.D. CANARY-ASSE R PINK -INSPECTOR GOLDENROD -APPLICANT -,-..rw�'-+.....,.�T-+.c�^vz+r.-sJ�%"li.^'CiC'.�Y,,.,C�'•wc�►-si:.yS,\,,..iris.s-+.:a.+=�.w �---�e.re-..sary, ,. COUNTY OF BUTTE _ BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 411 Main Street • Chico, CA • (530) 891-2751 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE OWNER PERMIT NO. 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, plej7�e contact this office immediately. IA -1 li REV 10/92 �� •L. '�=� T �pwwj >'j�t�"Gsf"T' .,�x ��. 'i"' _ ,+' `��y�..-�"YledL_ COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: 7/�,� �" v le ASSESSOR PARCEL NU BER: Proposed Building Use: '�/�— Building Inspector: z �� Date: I_�— 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............................................................................................................. ❑ 2. Plot plans, 3/4 sets, signed by the preparer of plans............................................................................ ❑ 3. Complete plans, 3/4 sets, signed by the preparer of plans................................................................... ❑ 4. Engineered plans and calculations, 3/4 sets, with wet signature on plans. All engineering must be shown on plans............................................................................................. ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ............... Q 6. Energy Design Compliance and supporting documentation................................................................ Q 7. Statement of Intent for Non -Heated and A/C Buildings....................................................^....I..... . (j8. Hazardous Material Form..................................................................................... .........36n� V10 Manufactured Home Data and Installation Instructions including Tie Down Specificas.............. . Fees of $ 2 �2!�: ed.......................................................................................................... ❑ 11. Impact Fees as shown on the attached schedule.................................................................................. ❑ 12. California Department of Forestry Plan Approval/Fees...................................................................... +1 3 Flood Elevation Certificate.......................................:..........::............................................................ Sanitation and Plot Plan Approval ?, Environmental Health Department.......... I 15City of Chico Plumbing Permit............................................................................................................ ❑ 16. Plot Plan and Business License Approval from the City of Biggs ....................................................... ❑ 17. Planning Approval for (A) Use: 0 V_ (B) Parking: ........... la -3I - Q i Lj 125. Contact Land LevetOpment aDUut tJ rlrtprOVGn-cuts, V raiccl ........................... ❑ 19. Encroachment Permit for Driveway (construction approval prior to occupancy) ............................... ❑ 20. Pre -Inspection for required. Request to Building Inspector (Date) ❑ 21. Contractor's License Information (Number, Name Style, Classification) ........................................... ❑ 22. Workers' Compensation carrier and policy number.............................................................................. Ll23. Owner -Builder Verification (Q Given to Owner, ❑Mailed to Owner) ............................................. , ❑ 24*97., Letter of Signature Authorization........................................................................................................ -� Recorded Copy of Agricultural Acknowledgment Statement.............................................................. Letter of Intent on Building Use/Detached Accessory Building Form ................................................. Manufactured Home Utility Clearance................................................................................................ ❑ 28. Existing violations and/or expired permits.......................................................................................... ❑ 29. ❑ 433 A, Q Grant Deed, Q M.H. Title, Q Check to H.C.D. $ ..................... Q 30. Other .................... Wh you issue the permit, process as follows: Q Mail to Owner, ❑ Mail to Contractor. elephone 2� and hold for pickup at 01a n office. L] Deliver with Inspector. Applicant: ` ^ Date: Copy of Haz-Mat form sent ❑ Health Department, Q Fire Department, Q Air Pol tion Date: By: Copy of Plans sent Q Health Department, Q Fire Department, Q Other Date: By: 1. Index permit Application for the above items numbered: 2. Additional items required: Contractor, signer, owner, was advised of the above required data by Contractor, designer, owner, was advised of the above required data by ❑ mail, Q Building Division counter, By Q phone, Q mail, Q Building Division counter, By Contractor, designer, owner, was advised of the above required data by: Q phone, ❑ mail, Q Building Division counter, By ❑ Plan Check List _ iilisl�l Date: Date: Date: Contractor, designer, owner, was advised of the above required data by: Q phone, ❑ mail, Q Building i`sio o"ter, By:—Date: Plans reviewed by: Date: Plans reviewed by: C> Date: Sets of plans on hold in Q Plan Cabinet, Q A.P. folder. Note transfer by: �-' Date: Ir s/t( Yellow Copy - Department of Development Services - Building Division i TO: Building Department De FROM: Environmental Health SUBJECT: Sanitation Clearance H. USE ONLY Plot Pian Attached Floor Plan Attached Sent to ®.i -Sgffi�v_ Lz- �e o—'- - Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public r -"--Private Well Clearance for dwelling. Other nulu nrlal rur. Final clearance O.K. for: NOTE: ronmental Health Specialist ate 8/96 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES OWNER'S STATEMENT OF USE - DETACHED ACCESSORY BUILDING PN:f ONE: BUILDING PMT. 0 OWNER: F--a_n VL ,`aV_e1 W I _ PHONE: 3� Ia - (o9 3D" f MAIL ADDRESS: - O , E)o y S S bu r V la ry1 I Ca, qS9 3 S SITE ADDRESS: ` ql u Noon C+ , PROPOSEDUSE:�2/yAr�C (�/J��n� "'J7a2 �t ClK PLEASE ANSWER QUESTIONS 1-20. PLEASE EXPLAIN YES ANSWERS (248) IN THE SPACE PROVIDED ON THE REVERSE OF THIS FORM. (PLEASE PRECEDE EACH COMMENT WITH RELATED QUESTION e) GENERAL INFORMATION: r 1. Is there a primary dwelling on the property? 2. Is the structure already built, under construction, or under notice of code violation? 3. Will items produced in'this building be offered for sale? 4. Will the public have access to this building? 5. Will any advertising, on or off site, be associated with the use of this building? 6. Will this building be occupied at any time as a sleeping quarters? 7. Will this building be occupied at any time as an eating area? 8. Will this building be occupied at any time as a cooking area? 9. Will this building be occupied at any time as a living area? SITE CONDITIONS: 10. Is the structure foundation within 5' of septic tank or 10' of leach lines? 11. Is any portion of the proposed structure located closer than 20' to your front property line? 12. Do you plan to add a driveway or modify e:asting access to a county maintained road? 13. Will the proposed structure encroach within any recorded easement? II CONSTRUCTION FEATURES: Yes: 4/ No: Yes: Yes: No: �✓ Yes: No: // Yes: No: c/ Yes: No: 17. Yes: No: / Yes: No: Will this building have a water heater? Yes: No: r/ Yes: No: A,— Yes: Yes: No: Yes: No: Yes: No: Yes: No:y 14. Will this building have insulated floor, walls, or ceiling v� eca �� �'� ��'� Z1, Yes: No: 15.* /ZN�S Will this building be heated or cooled? Yes: No: z/ 16. Will this building have a water closetttoilet7 Yes: No: A/' 17. Will this building have a sink? Yes: No: L�_ 18. Will this building have a water heater? / Yes: No: !/ 19. What type of floor covering will the building have? 20. What type of wall covering will the building have? ,.sem ADDITIONAL INFORMATION: —7;V74 /'5 -7zg— 6-2yr� I hearty affirm under penalty of perjury the above Infromation is true and correct. 1 understand that any changes to the use, or character of use, of this building will require permits from the perrnitttng authority. i understand that Real Estate Disclosure laws require disclosure of this inforrnation if or when offered for sale. OWNER'S SIGNATURE DATE OWNER'S SIGNATURE FOR DEPARTMENTAL USE REVIEWED BY: DATE: COMMENTS: . •a Cw Curry Group Inc. December 21, 2001 CG i: 01-1005.87 North Valley Building Systems Mr. Andy Wood No. I I Three Sevens Lane Chico, California 95973 RE: High -Strength Bolting Special Irispection Frank Sakely Building 9426 Dillon Court Durham, California Dear Mr. Wood: 6/21 Lurkhcr•ci Drive Suitc 4 Reddhig. CA 96002 530-223-1277 530-22:a- 14 ,12 r nX www.CurryGrot.tp.cont On December 19, 2001,.a CurryGroup representative observed tensioning of the 5/8 -inch ASTM A325 high-strength bolts at the project site. Bolts and nuts were identified per the AISC Manual of Steel Construction. Tensioning was by the calibrated wrench method. Our representative calibrated the erectors tensioning procedures using three -bolt assemblages for each bolt length and diameter in our Skidmore Wilhelm Tension calibrator: Following calibration, our representative verified that tensioning was completed at each tension connection. Based on the calibration tests and our observations, to the best of our knowledge, the work was completed in accordance with the approved plans and specifications. Tensioning at the observed connections meet the minimum tension requirements.of the Uniform Building Code. We have employed generally accepted inspection and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. No warranty is expressed or implied. If you have any questions regarding this information, please contact Cliff Curry at (530) 223-1277 at your convenience. . Regards, CURRYGROUP, INC. f� �--- lifford I --�� Pr ident CGi: Copyright: 2001 CG01 L394 vp I � �-, M54 .= .1 ENGINEERED TO LAST A5942 Ut ISO 9001 an -MR Ceanvsoroa fABRICATIO,�' Butler Manufacturing Company 7440 Doe Avenue BUTLER P.O. Box 1590 ® Visalia, CA 93279-1590 (559) 651-5369 October 12, 2001 Jessica Hopper 30x40x10 LRF 1:12 North Vatley Ready Mix Frank Sakely Chico, Ca. Durham, Ca. BMC ORDER NO. 04-077585-1 BUILDER NO. 01-63 To Whom It May Concern: Please accept this letter as our certification that the Butler Mfg. Co. (an AISC Class MB Certified Fabricator) components of the subject building, when ordered in accordance with Butler standards, will be designed in accordance with the 1989 Edition of the AISC Specification for the Design, Fabrication and Erection of Structural Steel and the 1986 Edition of the AISI Specification for the Design of Cold -Formed Steel Structural Members. The basic loads of the subject building meet or exceed the County Climatic Data as published in the 1986 Edition of the MBMA Low Rise Building Systems Manual. Loads applied to the subject building will be in accordance with the 1997 edition of the Uniform Building Code. The subject building will be designed to carry a basic roof live load of 20 pounds per square foot, with an Importance Factor of 1.0, and a collateral load of 0.0 pounds per square foot, in addition to the dead load of the structure. Components are designed for reduced roof live loads in accordance with Section 1607.5 and111607.6 of the Uniform Building Code. Roof live load for each component is based on the following schedule: Tributary Loaded Area (Sq. Ft.) Design Live Load (p.s.f.) 0 to 200 20 psf 200 to 600 16 psf Greater than 600 12 psf The building will be designed for a basic wind speed of 80 M.P.H., exposure factor `B", with an Importance Factor of 1.0. Applied in accordance with Chapter 16 -Division III of the Uniform Building Code. The building will be designed as "enclosed" for wind design. The building will be designed for Seismic Zone 3 in accordance with Chapter 16-Divisi6n IV of the Uniform Building Code with an Importance Factor of 1.0. The soil profile type is SD. Load combinations will be in accordance with Section 1612.3.2 of the Uniform Building Code. The Butler Components, when properly erected on an adequate foundation in accordance with the erection drawings as supplied and using the components as furnished, will meet the above loading requirements without exceeding the allowable working stress. The design of this building for wind loads assumes that doors not supplied by Butler are designed to sustain the same wind pressures and suctions as the walls in which they are installed. This certification does not cover field modifications or design of materials not furnished by Butler Manufacturing Company. Components for the building will be produced in one or more of Butler Manufacturing Company's facilities located in Annville, PA, Birmingham, AL, Galesburg, IL, Laurinburg, NC, San Marcos, TX, and Visalia, CA. All listed facilities are Category MB certified by the American Institute of Steel Construction. ol-2733 or ��ILDING DEPARTP'1��" ppb®v� Cordially yours, QRovS $/!1,1�� ely Ming Q. Zhu, P.E. 1� Project Engineer No. C 57774 r" M =v Exp. Dec. 31, 2001 LP C 1 V 11. OF CAO OCT 15 2001 3 3C CUSTOMER: FRANK SAKELY LOCATION: DURHAM, CA BUILDER: NORTH VALLEY READY MIX' BUILDING SIZE UNIT 1: 30X40X10 LRF 1:12 BMC ORDER NO.: 04-077585-1 BUILDER ORDER NO: 01-63 DESIGNER: ROLANDO DE GUZMAN DATE: 10/12/01 TABLE OF CONTENTS FRAME DESIGN: F1 FRAME CONNECTIONS: S1 / B®TTL COUNTY BUILDING DEPARTMENT PPR®VED, 04— , �,r3VESS/p No. C 57774 m r� Exp. Dec. 31, 2001 � `I.�'�T Cl V 1L ,����' - OF CAL����� OCT 15 2001 UNIT 1 DESIGN CRITERIA: D1 SPECIFICATIONS: 1 ROOF SECONDARIES: 5 WALL SECONDARIES: 15 ENDWALL STRUCTURALS: 19 LONGITUDINAL BRACING: 23 WALL PANEL: 25 ROOF PANEL: 26 FRAME DESIGN: F1 FRAME CONNECTIONS: S1 / B®TTL COUNTY BUILDING DEPARTMENT PPR®VED, 04— , �,r3VESS/p No. C 57774 m r� Exp. Dec. 31, 2001 � `I.�'�T Cl V 1L ,����' - OF CAL����� OCT 15 2001 DATE: 10/12/01 D E S I G N C R I T E R I A R E P O R T PD1200DDC TIME: 12:36 PM PAGE Y 1 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63• . BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) LSW: TAPERED RSW: TAPERED LSW: ------------------------------------------------------------------------------------------------------------------------------------ HORIZONTAL RSW: HORIZONTAL LSW: 8" RSW: 8" LSW: 8" RSW: 811 --------------------------------------------------------------------- 1. DESIGN SPECIFICATIONS 1.1 All structural mill sections or welded -up plate sections are designed in accordance with the 1989 edition of the AISC SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. 1.2 All cold -formed structural members are designed in accordance with the 1986 edition of the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. 1.3 All welding shall be done in accordance with the AMERICAN WELDING SOCIETY CODE FOR BUILDING CONSTRUCTION. 2. MATERIAL SPECIFICATIONS (Minimum Fy and Fu in ksi) Built-up Sections matl <=1" thick and <=12" wide .. Fy = 55. Built-up Sections matl >1" thick or >12" wide .. Fy = 50. Wide flange Sections (unless noted) ............... Fy = 36. Cold -formed Members up to .120 thickness .......... Fy = 60. over .120 thickness ........... Fy = 55. Galvanized Material .......... Fy = 42. Brace Rods up to 3/4" diameter .................... Fu = 80. over 3/4" diameter = 70. Roof Cover BRII 28 Gage ................... Fy = 80. Wall Cover SHWAL 26 Gage ................... Fy = 50. --------------------------------------------------------------------- --------------------------------------------------------- 3. SPECIFIED DESIGN LOADS AND BUILDING CODE 3.1 BUILDING CODE: The 1997 edition of the "Uniform Building Code" by the International Conference of Building Officials (ICBG). 3.2 DESIGN LOADS Terrain Cat/Wind Exp B Dead Load 2.2 + Frame Weight Roof Live Load 20 psf Exposure of Roof Partial Exposed Rf Thermal Condition Normal Collateral Load 0 psf Wind Speed 80 mph Seismic Zone 3 Snow Importance Factor 1.000 Wind Importance Factor 1.000 Seismic Importance Factor 1.000 Min County Ground Snow 0 psf Building Use Category 4 (GENERAL USE) DATE: 10/12/01 D E S I G N C R I T E R I A R E P O R T PD120ODDC TIME: 12:36 PM PAGE 2 --- -------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 (COLUMN SHAPE) (COLUMN KNEE) (COLUMN OFFSET) (GIRT DEPTH) ------------------------------------------------------------------------------------------------------------------------------------ LSW: TAPERED RSW: TAPERED LSW: HORIZONTAL RSW: HORIZONTAL LSW: 8" RSW: 8" LSW: 8" RSW: 811 ACTUAL DESIGN LOADS LIVE LOAD INTERMEDIATE FRAME 25.0 psf FRAMES: 1 COLLATERAL LOAD INTERMEDIATE FRAME none WIND SPEED INTERMEDIATE FRAME 80.00 mph FRAMES: 1 ENDWALL STRUCTURALS 20.0 psf FEW 20.0 psf REW ENDWALL STRUCTURALS none ENDWALL SIDEWALL STRUCTURALS STRUCTURALS 80.00 mph FEW 80.00 mph RSW 80.00 mph REW 80.00 mph LSW ROOF STRUCTURALS 20.0 psf BAYS: 1, ROOF STRUCTURALS none BRACING ROOF STRUCTURALS 80 mph 80.00 mph BAYS: 1, WIND COEFFICIENT (* INDICATES OVERRIDE) PRESSURE SUCTION UPLIFT All girts 0.900 -0.900 B&P EW Roof Beams -1.500 "C" EW Posts 0.900 -0.900 Roof Structurals -1.000 Bracing 0.800 -0.500 ---------------------------------------------------------------------------------------------------------------------------------- DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 1 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT —JESSICA HOPPER BLDR PHONE # ,530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 1 DESCRIPTION 1.1 GENERAL The primary structural system consists of rigid frames designed as clear span or with interior columns as a modular rigid frame. The end frames consist of "C" Section simple beams and posts or an H -Section modular rigid frame. Purlins and eave struts spanning between the frames support the roof panels. The wall panels span from the base to the eave and may be supported at the intermediate points by girts spanning -between the frames. • 1.2 RIGID FRAMES The rigid frames consist of tapered or straight welded -up plate section exterior columns and roof beams with bolted splices. For modular frames, interior columns are straight sections. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.3 END FRAMES Endwall framing has two optichs: (1) Light gage "C" section members composed of endwall posts and endwall roof beams. The members are fabricated from 60 ksi minimum yield material except that material greater than 0.120" thick is 55 ksi minimum yield. (2) H -Section roof beams and posts designed as a modular rigid frame. The minimum yield of the steel used for flanges and webs is 55 ksi. 1.4 SECONDARY FRAMING The secondary framing consists of purlins, girts, and eave struts cold -formed from 60 ksi minimum yield material. Purlins and girts are Z-shaped members and eave struts are C-shaped. 2 DESIGN SPECIFICATIONS All structural mill sections or welded -up plate sections are designed in accordance with the AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS. All cold -formed structural members are designed in accordance with the AISI SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS. DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 2 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 3 METHOD OF ANALYSIS 3.1 RIGID FRAMES The rigid frame is designed using the stiffness analysis method. The frame is designed with pinned connections at the column bases. Modular frames with interior columns are designed with pinned connections at the column top. The indeterminate reaction analysis for this frame uses the energy method considering bending only. To account for the changing sections of the frame, summations are obtained by dividing the frame into a number of individual sections and adding the frame coefficients of these sectikns. 3.2 ENDWALL FRAMING Endwall framing has two options. Option 1 consists of light gage "C" section endwall roof beams designed as simple span, simple span with cantilever, or two span continuous supported by endwall posts designed as pinned end members. Option 2 consists of H -Section roof beams and posts designed as modular rigid frames with or without endwall bracing. 3.2.1 Light Gage "C" Section Option 3.2.1.1 Endwall Posts Endwall posts will be designed as pinned end members (simple span) to resist the moment and shear caused by wind load from the tributary wall area; the axial load caused by the vertical forces (dead load, live load, uplift) from the tributary roof area; and the bending moment caused by the eccentricity of the vertical forces (roof beam attached to the endwall post flange). All roof and wall loads will be considered uniformly distributed. Except for the addition of the moment caused by the roof beam eccentricity, endwall posts will be assumed to be loaded through the shear center. The posts will be considered adequately braced against torsional -flexuraly buckling by the panels and girts. Girt locations will be considered inner and outer flange brace points. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.1.2 Endwall Roof Beams Endwall roof beams will be designed as simple span, simple span with cantilever, or two span continuous members. All connections will be considered to provide pinned end support. The roof beams will be designed to resist the shear and moment caused by the dead load, live load, and wind uplift applied to the tributary roof area. The endwall panel weight (1.1 psf x eave height) will be deducted from the applied uplift load. The purlin clips will brace the top and bottom flange of all roof beams. Allowable moment capacity will be computed in accordance with the AISI Specification. Moments and forces will be determined in accordance with the above specifications and procedures. 3.2.2 H -Section Option The rigid frame endwall consists of straight welded -up plate section corner columns, endwall posts, and roof beams with bolted splices. The minimum yield of the steel used for flanges and webs is 55 ksi. Endwall posts are designed as pinned end members (simple span) to resist the moment and shear caused by the wind load on the endwall and axial load caused by the vertical forces from the roof. Some frames will also be designed with rod bracing attached at the base and top of the endwall post to act in conjunction with the rigid frame action of the frame to resist the force caused by the wind load on the sidewalls. DATE: 10/12/01 D E S I G N D A T A R E P O R T ' PD1200DSN TIME: 03:56 PM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 3 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 3.3 SECONDARY FRAMING 3.3.1 Purlins, Eave Struts, And Girts Purlins and girts may be designed as simple span or continuous beams. Eave struts are designed as simple span beams. All members are designed using the stiffness analysis method. The purlins and eave struts are designed for the shear and moment caused by live load or uplift on the tributary roof area and the axial load caused by wind on the tributary endwall area. The girts are designed for the shear and moment caused by wind pressure or suction applied to the tributary wall area. All loads are assumed uniformly distributed, but tapered and concentrated loads can be input and considered in the design. The section is optimized for either allowable forces, moments, or live load deflection in accordance with the above listed specifications and procedures. 3.3.2 Roof Panels Panels will be designed as continuous span members. All live or snow loads and wind pressure or suction are assumed uniformly distributed. 3.3.3 Wall Panels Panels will be designed as simple span (no girts) or continuous span (with girts) members. The panels will be designed assuming a uniformly distributed wind pressure or suction. Maximum panel spans will be developed in accordance with the above specifications and procedures. 3.4 WIND BRACING The standard wind bracing is provided by using brace rods. Alternate wall bracing can be provided by using portal frames, wind posts, or panel diaphragms. Brace rods will be designed as tension members in accordance with the applicable provisions of AISC. Rods 0.75 inch in diameter and less will have a minimum 80 ksi ultimate tensile strength. Rods larger than 0.75 inch in diameter will have a minimum 70 ksi ultimate tensile strength. Bracing design based on panel diaphragm action will require a lineal footage of full height panels determined by eave height and wind loading. DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 0-00-01 GLOBAL DATA LRF DESIGN SPECIFICATIONS PAGE 4 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME -'FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 3.4.1 Roof And Sidewall Bracing The standard wind bracing to be provided in all buildings is a parallel chord Pratt truss. in the roof and "X" diagonal rod members in the wall. The rod loads are computed by summing the windward .and leeward endwall post reactions which act between the ridge of the building and the strut whose load the brace rod is transferring down the roof. If more than one braced bay exists, it is assumed that the accumulated wind load is distributed equally to each braced bay. Hence the sum computed above is divided by the number of braced bays. The rod load is determined by dividing the strut load by the cosine of the angle between the strut and the brace rod. The braced bay sidewall reactions are the horizontal and vertical resolution of the load in the sidewall rods. 3.4.2 Endwall Bracing The endwall bracing for the "C" Section endwall will be designed to resist a concentrated load -at the top of the corner post equal to the wind load times the tributary sidewall area. The endwall bracing for the H -Section endwall will be designed to act in conjunction with the rigid frame action of the frame to resist the forces caused by the wind load on the sidewalls. DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 1-02-01 ROOF STRUCTURALS LEFT SIDEWALL EAVE STRUTS PAGE 5 ----------------------------------------------------------------------------------------------------------------=------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia . COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------=----------------------------------------------------------------------------------------------- 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPANS AND UNIFORM LOADS( FT & PSF) +----------------=-----------------------------------------+ BAY SPAN LOAD UNIFORM LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT ` +----------------------------------------------------------+ 1 19.50 1.99 1.2 0.0 20.0 0.0 0.0 2 19.50 1.99 1.2 0.0 20.0 0.0 0.0 NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS ------------- =---------------------------------------------------------------------------------------------------+ BAY LOCATION/ NUMBER POSITION +---------------------------------------------------------------------------------------------------------------+ 1 NO BRACES FOR THIS BAY 2 NO BRACES FOR THIS BAY NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+------------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + LL -0.02 0.06 -0.02 -0.06 2 DL + WL (S) 0.00 0.00 0.00 0.00 SECTION PROPERTIES (ACTUAL FURNISHED PART) +----------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +----------------------------------------------------------------------------------------------------------------+ 1 0540505 239-4 8.00 0.096 0.060 60.00 3.50 0.31 1.38 1.61 15.98 2.94 2 0540505 239-4 8.00 0.096 0.060 60.00 3.50 0.31 1.38 1.61 15.98 2.94 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 1-02-01 ROOF STRUCTURALS LEFT SIDEWALL EAVE STRUTS PAGE 6 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30'; 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC- 97 1.000:12 ------------------------------------------ ----------------------------------------------------------------------------------------- DESIGN DATA SUMMARY +----------------------------------------------------------------------------------------------------------------------------------+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** * COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC "ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------- - - - - -+ 1 0.0 0.5 10.3 0.045 1 9.7 27.2 132.6 0.00 35.60 0.205 1 9.7 0.1 27.2 0.042 1 0.6 46.3 2 19.5 -0.5 10.3 0.045 1 9.7 27.2 132.6 0.00 35.60 0.205 1 9.7 -0.1 27.2 0.042 1 1.6 46.3 NOTES: XV ACTV ALLV CSRV XM ACTM ALLM ACTA ALLA CSRB XC ACTVC ACTMC CSRC LD ACT ALLOW = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR = CRITICAL SHEAR (KIPS) = ALLOWABLE SHEAR (KIPS) = COMBINED STRESS RATIO AT CRITICAL SHEAR = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT = CRITICAL MOMENT (IN -KIPS) = ALLOWABLE MOMENT (IN -KIPS) = ACTUAL AXIAL FORCE (KIPS) = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING = SHEAR (KIPS) AT COMBINED LOCATION = MOMENT (IN -KIPS) AT COMBINED LOCATION = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (*-indicates overstress condition) = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PAGE 7 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------------------------------------------------------------------------------------------------ LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPANS AND UNIFORM LOADS( FT & PSF) NO DESCRIPTION (K) (IN -K) +----------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT -0.02 0.06 -0.02 -0.06 +----------------------------------------------------------+ 2 DL + WL 1 19.50 1.99 1.2 0.0 20.0 0.0 0.0 0.00 0.00 2 19.50 1.99 1.2 0.0 . 20.0 0.0 0.0 SECTION PROPERTIES (ACTUAL FURNISHED PART) NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. EAVE STRUT BRACE LOCATIONS +---------------------------------------------------------------------------------------------------------------+ BAY LOCATION/ NUMBER POSITION +---------------------------------------------------------------------------------------------------------------+ 1 NO BRACES FOR THIS BAY 2 NO BRACES FOR THIS BAY NOTES: EAVE STRUT BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + LL -0.02 0.06 -0.02 -0.06 2 DL + WL (S) 0.00 0.00 0.00 0.00 SECTION PROPERTIES (ACTUAL FURNISHED PART) +-----------------------------------------------------------------------------------------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +------------------------------.-------------------------------------------------=--------------------------------+ 1 0540505 239-4 8.00 0.096 0.060 60.00 3.50 0.31 1.38 1.61 15.98 2.94 2 0540505 239-4 8.00 0.096 0.060 60.00 3.50 0.31 1.38 1.61 15.98 2.94 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 1-02-01 ROOF STRUCTURALS RIGHT SIDEWALL EAVE STRUTS PAGE 8 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 ------------------------------------------------------------------------------------------------------------------------------------ DESIGN DATA SUMMARY +----------------------------------------------------------------------------------------------------------------------------------+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** .* COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------------+ 1 0.0 0.5 10.3 0.045 1 9.7 27.2 132.6 0.00 35.60 0.205 1 9.7 0.1 27.2 0.042 1 0.4 46.3 2 19.5 -0.5 10.3 0.045 1 9.7 27.2 132.6 0.00 35.60 0.205 1 9.7 -0.1 27.2 0.042 1 0.4 46.3 NOTES: XV ACTV ALLV CSRV XM ACTM ALLM ACTA ALLA CSRB XC ACTVC ACTMC CSRC LD ACT ALLOW = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR = CRITICAL SHEAR (KIPS) = ALLOWABLE SHEAR (KIPS) = COMBINED STRESS RATIO AT CRITICAL SHEAR = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT = CRITICAL MOMENT (IN -KIPS) = ALLOWABLE MOMENT (IN -KIPS). = ACTUAL AXIAL FORCE (KIPS) = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING = SHEAR (KIPS) AT COMBINED LOCATION = MOMENT (IN -KIPS) AT COMBINED LOCATION = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 10/12/01 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:56 PM 1-02-01 ROOF STRUCTURALS LEFT SLOPE PURLINS PAGE 9 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ---------------------------------------------------------------------'-------------------------------------------------------------- LRF 30' 0" 40' 0" 10.' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPANS AND UNIFORM LOADS (FT & PSF) -0.05 0.15 +-------------------------------------------------------------------------------------+ 2 DL + WL BAY SPAN LOAD UNIFORM LOADS LAP PURLIN 0.02 0.06 NUMBER WIDTH DL CLL LL WPRESS WSUCT LEFT RIGHT TYPE +-------------------------------------------------------------------------------------+ 1 19.50 5.00 1.2 0.0 20.0 0.0 10.0 2.00 CONTINUOUS 2 19.50 5.00 1.2 0.0 20.0 0.0 10.0 2.00 CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF) END FORCES +------------------------------------------------------------+ +------------------------------+-----------------------------------------+ BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------------------+ MOMENT 1 19.50 4.49 1.2 0.0 20.0 0.0 11.1 2 19.50 4.49 1.2 0.0 20.0 0.0 11.1 PURLIN BRACE LOCATIONS +---------------------------------------------------------------------------------------------------------------+ BAY LOCATION/ NUMBER POSITION +---------------------------------------------------------------------------------=-----------------------------+ I NO BRACES FOR THIS BAY 2 NO BRACES FOR THIS BAY NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + LL -0.05 0.15 -0.05 -0.15 2 DL + WL (S) 0.02 -0.06 0.02 0.06 DATE: 10/12/01 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:56 PM ------------------------------------------------------------------------------------------------------------------------------------ 1-02-01 ROOF STRUCTURALS LEFT SLOPE PURLINS PAGE 10 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------------------------------ 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) +------------------------------------------------------------------------------=--------------------------------+ BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IY NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) +---------------------------------------------------------------------------------------------------------------+ 1 0530923 263-4 8.00 0.060 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 2 0530923 263-4 8.00 0.060 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY +----------------------------------------------------------------------------------------------------------------------------------+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +-------------------------------------------------------------------------------------------=--------------------------------------+ 1 17.5 -1.1 2.4 0.452 1 7.3 35.2 59.2 0.00 10.90 0.594 1 17.5 -1.1 -32.1 0.498 1 4.4 2 2.0 1.1 2.4 0.452 1 12.2 35.2 59.2 0.00 10.90 0.594 1 2.0 1.1-32.1 0.498 1 4.4 NOTES: XV ACTV ALLV CSRV XM ACTM ALLM ACTA ALLA CSRB XC ACTVC ACTMC CSRC LD ACT ALLOW = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR = CRITICAL SHEAR (KIPS) = ALLOWABLE SHEAR (KIPS) = COMBINED STRESS RATIO AT CRITICAL SHEAR = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT = CRITICAL.MOMENT (IN -KIPS) = ALLOWABLE MOMENT (IN -KIPS) = ACTUAL AXIAL FORCE (KIPS) = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING = SHEAR (KIPS) AT COMBINED LOCATION = MOMENT (IN -KIPS) AT COMBINED LOCATION = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM ------------------------------------------------------------------------------------------------------------------------------------ 1-02-01 ROOF STRUCTURALS LEFT SLOPE PURLINS PAGE 11 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------------------------------ 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 DESIGN DATA SUMMARY - WEB CRIPPLING . +-------------------------------------------------------------------------------------+ BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP CSRBC LD +-------------------------------------------------------------------------------------+ 1 S 0.8 CLIP 1 -0.1 59.2 0.80 CLIP 1 1 E 2.6 3.9 0.680 1 -61.2 117.2 2.60 3.90 0.889 1 2 S 2.6 3.9 0.680 1 -61.2 117.2 2.60 3.90 0.889 1 2 E -0.8 CLIP 1 -0.1 59.2 -0.80 CLIP 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC = COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM ------------------------------------------------------------------------------------------------------------------------------------ 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 12 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------------------------------------------------------------------------------------------------ LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPANS AND UNIFORM LOADS (FT & PSF) DL + WL (S) 0.02 -0.06 +-------------------------------------------------------------------------------------+ BAY SPAN LOAD UNIFORM LOADS LAP PURLIN NUMBER WIDTH DL CLL LL WPRESS WSUCT LEFT RIGHT TYPE +-------------------------------------------------------------------------------------+ 1 19.50 5.00 1.2 0.0 20.0 0.0 10.0 2.00CONTINUOUS 2 19.50 5.00 1.2 0.0 20.0 0.0 10.0 2.00 CONTINUOUS NOTES: MEMBER WEIGHT IS INCLUDED IN ADDITION TO DEAD LOAD SHOWN. PERIMETER LOADS (FT & PSF) END FORCES +------------------------------------------------------------+ +------------------------------+-----------------------------------------+ BAY SPAN LOAD PERIMETER LOADS NUMBER WIDTH DL CLL LL WPRESS WSUCT +------------------------------------------------------------+ MOMENT 1 19.50 4.49 1.2 0.0 20.0 0.0 11.1 2 19.50 4.49 1.2 0.0 20.0 0.0 11.1 PURLIN BRACE LOCATIONS +-------------------------------------------------------------------------------------- BAY LOCATION/ NUMBER POSITION +---------------------------------------------------------------------------------------------------------------+ 1 NO BRACES FOR THIS BAY 2 NO BRACES FOR THIS BAY NOTES: PURLIN BRACE LOCATIONS ARE MEASURED STARTING FROM THE FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS END FORCES +------------------------------+-----------------------------------------+ FRONT EW REAR EW SHEAR MOMENT SHEAR MOMENT NO DESCRIPTION (K) (IN -K) (K) (IN-K) +------------------------------+-----------------------------------------+ 1 DL + LL -0.05 0.15 -0.05 -0.15' 2 DL + WL (S) 0.02 -0.06 0.02 0.06 DATE: 10/12/01 D E S I G N D A T A R E P O R T NUM XV PD1200DSN TIME: 03:56 PM ------------------------ 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS 2 2.0 PAGE 13 ---------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL --------------------------------- BLDR ORDER # 01-63 --------------- BLDR ACCOUNT # -=------------ 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------------------------------ 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING +---------------------------------------------------------------------------------------------------------------+ = SHEAR (KIPS) AT COMBINED LOCATION ACTMC BAY PART LENGTH DEPTH THICK MINTHK FY FLG RAD LIP AREA IX IIY = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK NUMBER NUMBER (IN) (IN) (IN) (IN) (KSI) (IN) (IN) (IN). (IN**2) (IN**4) (IN**4) +--------------------------------------------------------------.-------------------------------------------------+ 1 0530923 263-4 8.00 0.060 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 2- 0530923 263-4 8.00 0.060 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 NOTES: MINTHK = MINIMUM DESIGN THICKNESS DESIGN DATA SUMMARY +----------------------------------------------------------------------------------------------------------------------------------+ BAY *********** SHEAR *********** *********** COMBINED AXIAL & BENDING ********** ** COMBINED SHEAR & BENDING ** STRUT LOAD NUM XV ACTV ALLV CSRV LD XM ACTM ALLM ACTA ALLA CSRB LD XC ACTVC ACTMC CSRC LD ACT ALLOW +----------------------------------------------------------------------------------------------------------------------------------+ 1 17.5 -1.1 2.4 0.452 1 7.3 35.2 59.2 0.00 10.90 0.594 1 17.5 -1.1 -32.1 0.498 1 4.4 2 2.0 1.1 2.4 0.452 1 12.2 35.2 59.2 0.00 10.90 0.594 1 2.0 1.1 -32.1 0.498 1 4.4 NOTES: XV = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL SHEAR ACTV = CRITICAL SHEAR (KIPS) ALLV = ALLOWABLE SHEAR (KIPS) CSRV = COMBINED STRESS RATIO AT CRITICAL SHEAR XM = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL MOMENT ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) ACTA = ACTUAL AXIAL FORCE (KIPS) ALLA = ALLOWABLE AXIAL FORCE (KIPS) IN THE ABSENCE OF MOMENT CSRB = COMBINED STRESS RATIO AT CRITICAL MOMENT (* indicates overstress condition) XC = DISTANCE (FEET) FROM LEFT SUPPORT TO POINT OF CRITICAL COMBINED SHEAR AND BENDING ACTVC = SHEAR (KIPS) AT COMBINED LOCATION ACTMC = MOMENT (IN -KIPS) AT COMBINED LOCATION CSRC = COMBINED STRESS RATIO AT CRITICAL COMBINED SHEAR AND BENDING (* indicates overstress condition) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACT = MAXIMUM AXIAL FORCE (KIPS) DUE TO WIND LOAD ALLOW = ALLOWABLE AXIAL FORCE (KIPS) IN COMBINATION WITH CONTROLLING MOMENT DUE TO WIND DATE: 10/12/01 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:56 PM 1-02-01 ROOF STRUCTURALS RIGHT SLOPE PURLINS PAGE 14 ----------------------------------------------------------7------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------------------------------ 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 DESIGN DATA SUMMARY - WEB CRIPPLING +-------------------------------------------------------------------------------------+ BAY START **** WEB CRIPPLING **** ***** COMBINED CRIPPLING & BENDING ***** NUM END ACTP ALLP CSRC LD ACTM ALLM ACTP ALLP CSRBC LD +-------------------------------------------------------------------------------------+ 1 S 0.8 CLIP 1 -0.1 59.2 0.80 CLIP 1 1 E 2.6 3.9 0.680 1 -61.2 117.2 2.60 3.90 0.889 ' 1 2 S 2.6 3.9 0.680 1 -61.2 117.2 2.60 3.90 0.889 1 2 E -0.8 CLIP 1 -0.1 59.2 -0.80 CLIP 1 NOTES: ACTP = ACTUAL WEB CRIPPLING LOAD (KIPS) ALLP = ALLOWABLE WEB CRIPPLING LOAD (KIPS) CSRC = COMBINED STRESS RATIO - WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) CSRBC = COMBINED STRESS RATIO - BENDING AND WEB CRIPPLING (* INDICATES OVERSTRESS CONDITION) LD = CONTROLLING LOAD COMBINATION FOR GIVEN LOAD CHECK ACTM = CRITICAL MOMENT (IN -KIPS) ALLM = ALLOWABLE MOMENT (IN -KIPS) DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 1-03-01 SIDEWALL STRUCTURALS LEFT SIDEWALL GIRTS PAGE 15 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPAN AND UNIFORM LOADS (FT & PSF) (WIND PRESURE = 9.0 PSF / WIND SUCTION = 9.0 PSF)- --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1' SECTION 2 LENGTH(FT) 20.00 20.00 --------------------------------------------------------------------------------------------------- LOAD WIDTH / LEFT LAP / RIGHT LAP --------------------------------------------------------------------------------------------------- 7.00 4.67/0.0/2.0 4.67/2.0/0.0 GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) ------------------------------------------------------------------ GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) 20.00 20.00 ------------------------------------------------------------------ 7.00 Z80/0530923 263-4 Z80/0530923 263-4 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) 20.00 20.00 --------------------------------------------------------------------------------------------------- NO BRACES FOR THIS WALL NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION SECTION PROPERTIES (ACTUAL FURNISHED PART) PART SHAPE DEPTH THICKNESS FY FLANGE RADIUS LIP AREA IX IY NUMBER (IN) (IN) (KSI) (IN). (IN) (IN) (IN**2) (IN**4) (IN**4) 0530923 Z 8.00 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 DATE: 10/12/01 D E S I N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 1-03-01 SIDEWALL STRUCTURALS LEFT SIDEWALL GIRTS PAGE 16 ----------------------------------------------------------------------------------------"----------------------7--------------------- ORDER # 0775,85 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 --------------------------------------------------------------------------------------------------------------=--------------------- DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) CONTINUOUS Z GIRTS +------------------------------------------------------------------------------------------------------------- BAY/SECTION ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD GOND XM ACTM ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND +------------------------=----------------------------------------------------------------------------------------------------+ 1 17.5 -0.4 3.3 0.130 1 7.3 -13.5 55.2 0.245 2 17.5 -0.4 -12.3 0.041 1 2 2.0 0.4 3.3 0.130 1 12.2 -13.5 55.2 0.245 2 2.0 0.4 -12.3 0.041 1 DATE: 10/12/01 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:56 PM 1-03-01 SIDEWALL STRUCTURALS RIGHT SIDEWALL GIRTS PAGE 17 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP --Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT --------------------------------------------- # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" -------------------------------------------------------------------------------------- 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPAN AND UNIFORM LOADS (FT & PSF) (WIND PRESURE = 9.0 PSF / WIND SUCTION = 9.0 PSF) --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) 20.00 20.00 --------------------------------------------------------------------------------------------------- LOAD WIDTH / LEFT LAP / RIGHT LAP --------------------------------------------------------------------------------------------------- 7.00 4.67/0.0/2.0 4.67/2.0/0.0 GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) ------------------------------------------------------------------ GIRT ELEVATION SECTION 1 SECTION - 2 LENGTH(FT) 20.00 20.00 ------------------------------------------------------------------ 7.00 Z80/0530923 263-4 Z80/0530923 263-4 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 SECTION 2 LENGTH(FT) 20.00 20.00 --------------------------------------------------------------------------------------------------- NO BRACES FOR THIS WALL NOTES: GIRT BRACE LOCATIONS ARE MEASURED STARTING FROM FRAME LINE NEAREST THE FRONT ENDWALL LOAD COMBINATIONS +-------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION SECTION PROPERTIES (ACTUAL FURNISHED PART) PART SHAPE DEPTH THICKNESS FY FLANGE RADIUS LIP AREA IX IY NUMBER (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) 530923 Z 8.00 0.060 60.00 2.63 0.25 0.75 0.86 8.35 1.40 DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: -03:56 PM 1-03-01 SIDEWALL STRUCTURALS RIGHT SIDEWALL GIRTS PAGE 18 --------------------------------------------------- -------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20704-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 ------------------------------ ; DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) CONTINUOUS Z GIRTS +-----------------------------------------------------------------------------------------------------------------------------+ BAY/SECTION ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD COND XM ACTM ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND ---------- .--------------------------------------------------------------------------------------------------------------------+ 1 17.5 -0.4 3.3 0.130 1 7.3 -13.5 55.2 0.245 2 17.5 -0.4 -12.3 0.041 1 2 2.0 0.4 3.3 0.130 1 12.2 -13.5 55.2 0.245 2 2.0 0.4 -12.3 0.041 1 DATE: 10/12/01 D E S I G N D A T A R E P O R T PD120ODSN TIME: 03:56 PM 1-04-01 ENDWALL STRUCTURALS FRONT ENDWALL GIRTS PAGE 19 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPAN AND UNIFORM LOADS (FT & PSF) (WIND PRESURE = 9.0 PSF / WIND SUCTION = 9.0 PSF) --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 30.00 --------------------------------------------------------------------------------------------------- LOAD WIDTH / LEFT LAP / RIGHT LAP --------------------------------------------------------------------------------------------------- 7.00 5.29/0.0/0.0 # = THE GIRT DESIGN LOAD WIDTH WAS AFFECTED BY A PORTION. OF THE WALL BEING SELF SUPPORTING, SUCH AS A WAINSCOT GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) --------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 30.00 --------------------------------------------- 7.00 ' Z95/0550303 313-2 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 30.00 w----------------------------------------------------------------------------------------- ALL 7.50 ELEVATIONS 15.00 22.50 LOAD COMBINATIONS +------.------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: ------------------------------------------------------------------------------------------------------------------------------------ 03:56 PM 1-04-01 ENDWALL STRUCTURALS FRONT ENDWALL GIRTS PAGE 20 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) PART SHAPE DEPTH THICKNESS FY FLANGE RADIUS LIP AREA IX IY NUMBER (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) 0550303 Z 9.50 0.060 60.00 2.75 0.25 1.06 1.00 13.47 1.98 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z GIRTS +--------------------------------------------------------------------------------------------------------------------=--------+ BAY/SECTION ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD COND XM ACTM ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND +-----------------------------------------------------------------------------------------------------------------------------+ 1 0.0 0.4 2.7 0.140 1 8.0 -18.2 87.4 0.208 ' 2 7.5 0.1 18.1 0.030 1 DATE: 10/12/01 D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL GIRTS PAGE 21 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF ------------------------------------------------------------------------------------------------------------------------------------ 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SPAN AND UNIFORM LOADS (FT & PSF) (WIND PRESURE = 9.0 PSF / WIND SUCTION = 9.0 PSF) --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 30.00 --------------------------------------------------------------------------------------------------- LOAD WIDTH / LEFT LAP / RIGHT LAP ---------------------------------------------------------------------------7----------------------- 7.00 5.29/0.0/0.0 # = THE GIRT DESIGN LOAD WIDTH WAS AFFECTED BY A PORTION OF THE WALL BEING SELF SUPPORTING, SUCH AS A WAINSCOT GIRT LOCATIONS (TYPE/ PART NUMBER - LENGTH(IN) ) --------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 30.00 --------------------------------------------- 7.00 Z95/0550303 313-2 INNER GIRT BRACE LOCATIONS (DISTANCE FROM LEFT SIDE OF SECTION (FT)) --------------------------------------------------------------------------------------------------- GIRT ELEVATION SECTION 1 LENGTH(FT) 30.00 --------------------------------------------------------------------------------------------------- ALL 7.50 ELEVATIONS 15.00 22.50 LOAD COMBINATIONS +------------------------------+ NO DESCRIPTION +------------------------------+ 1 WIND PRESSURE 2 WIND SUCTION DATE: 10/12/01 •RADIUS LIP AREA D E S I G N D A T A R.E P 0 R T PD1200DSN TIME: 03:56 PM 1-04-01 ENDWALL STRUCTURALS REAR ENDWALL GIRTS PAGE 22 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT ------------------------------------------------------------------------------------------------------------------------------------ # 1 BLDG DESCRIPTION LRF . 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 SECTION PROPERTIES (ACTUAL FURNISHED PART) PART SHAPE DEPTH THICKNESS FY FLANGE •RADIUS LIP AREA IX IY NUMBER (IN) (IN) (KSI) (IN) (IN) (IN) (IN**2) (IN**4) (IN**4) 0550303 Z 9.50 0.060 60.00 2.75 J 0.25 1.06 1.00 13.47 1.98 DESIGN DATA SUMMARY (MAXIMUM CONDITIONS SHOWN) SIMPLE Z GIRTS ------------------------------ -----------------+ BAY/SECTION ************ SHEAR ************ *********** BENDING ************** ** COMBINED SHEAR & BENDING ***** NUMBER XV ACTV ALLV CSRV LD GOND XM ACTM ALLM CSRB LD COND XC ACTVC ACTMC CSRC LD COND +-----------------------------------------------------------------------------------------------------------------------------+ 1 0.0 0.4 2.7 0.140 1 8.0 -18.2 87.4 0.208 2 7.5' 0.1 18.1 0.030 1 DATE: 10/12/01 ROD D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 1-05-01 LONGITUDINAL BRACING ROOF BRACING PAGE 23 --------------------------------------------------------------------7--------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION LRF 30' 0" ------------------------------------------------------------------------------------------------------------------------------------ 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 ROOF BRACE RODS FOR LONGITUDINAL BRACING' THE FOLLOWING TABLE CONTAINS INFORMATION ON THE BRACING SECTIONS STARTING WITH THE LEFT SIDEWALL STRUCTURE LINE AND THE FIRST BRACED BAY FROM THE FRONT ENDWALL. ANY DIRECTIONS INDICATED ASSUME YOU ARE LOOKING AT A PLAN VIEW OF THE ROOF BRACING WITH THE FRONT ENDWALL AT THE BOTTOM OF THE DRAWING. +------+-----+--------+-------+-------+--------+----------+------------+ ROD BAY DIST BAY ROD ROD 1CONNECTION1 PART DIR- NUM FROM LEN LOAD DIA DET NUMBER ECTION FROM EAVE FEW (FT) (FT) (KIPS) (IN) LEFTIRIGHT +------+-----+--------+-------+-------+--------+----+-----+------------+ ! / ! 2 ! 0.00 ! 20.00 ! 1.28 ! 0.5000 !B001!B001 ! 544047 ! ! \ ! 2 ! 0.00 ! 20.00 ! 1.28 ! 0.5000 1B0011BO0l ! 544047 ! ! / ! 2 ! 15.00 ! 20.00 ! 1.28 ! 0.5000 !B001!B001 ! 544047 ! ! \ ! 2 ! 15.00 ! 20.00 ! 1.28 ! 0.5000 !B001!B001 ! 544047 ! +------+-----+--------+-------+-------+--------+----+-----+------------+ DATE: 10/12/01 ROD D E S I G N D A T A R E P O R T PD1200DSN TIME: 03:56 PM 1-05-01 LONGITUDINAL BRACING WALL BRACING PAGE 24 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia COMPLEX - NO (TYPE) (WIDTH) (LENGTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) UNIT # 1 BLDG DESCRIPTION ------------------------------------------------------------------------------------------------------------------------------------ LRF 30' 0" 40' 0" 10' 4" 20 PSF 80 MPH UBC 97 1.000:12 LEFT SIDEWALL BRACE RODS FOR LONGITUDINAL BRACING THE FOLLOWING TABLE CONTAINS INFORMATION ON THE SIDEWALL BRACE RODS STARTING WITH THE FIRST BRACED BAY FROM THE FRONT ENDWALL. THE ROD DIR. INDICATES THE ROD DIRECTION AS VIEWED FROM THE OUTSIDE. THE ROD DIR HAS 3 VALUES WHICH MAY BE X., \ , OR / . +------+-----+-------+-------+-------+--------+----------------+------------+-------------+-------------+ ROD BAY BAY BR NOM ROD ROD CONNECTION PART REACTIONS REACTIONS DIR- NUM SIZE EAVE LOAD DIA DET NUMBER HORIZI VERT HORIZI VERT ECTION FROM HT ANCH (WIND) (SEISMIC) FEW (FT) (FT) (KIPS) (IN) BASE TOP BOLT (KIPS)I(KIPS) (KIPS)I(KIPS) +------+-----+-------+-------+-------+--------+----+-----+-----+------------+------+------+------+------+ ! \ ! 2 ! 20.00 ! 10.33 ! 3.33 ! 0.5000 1B001! B001! N/R ! 0544047 ! 2.04! 0.87! 1.40! 0.601 ! / ! 2 ! 20.00 ! 10.33 ! 3.33 ! 0.5000 !B0011 B001! N/R ! 0544047 ! 2.041 0.87! 1.40! 0.601 +------+-----+-------+-------+-------+--------+----+-----+-----+------------+------+------+------+------+ t pp--& t -2,-r SHADOWALL Tl\'i PANEL DESIGN DATA Calculated section properties for Shado-wall wall panels use the 1996 edition of -ISI design manual. It is important to note that the design data page only reflects the allowable values of the panel alone. / Outside Section Properties for One Foot of Width Legend P = Pressure on Outside face; . .S = Suction on Outside face; Note: Allowable uniform loads above are tested values. Values shown have been increased 1.33 as allowed by section A5.1.3 of the 1996 AISI Specification. Uowable uniform load values are tested in accordance with Section F of the 1996 edition of the AISI design manual. Refer to the technical screening information for additional details. Panel Design E Material Thickness (in.) (ksil 1(ksil Fy Weight Compression on Outside Com ression on Inside (91Sa. ft) Sx (in.3) 1 (in.< Sx (in.3) I (in -.4) s 2' Ga Steel 0.0170 295001 50 1.140 0.0340 0.0346 0.0479 0.04309 = 7.5' P S 26 Ga. Steel 24 Ga. Steel 0.0225 29500 1 50 1.420 0.0510 0.0508 0.0545 10.0510S 35 Legend P = Pressure on Outside face; . .S = Suction on Outside face; Note: Allowable uniform loads above are tested values. Values shown have been increased 1.33 as allowed by section A5.1.3 of the 1996 AISI Specification. Uowable uniform load values are tested in accordance with Section F of the 1996 edition of the AISI design manual. Refer to the technical screening information for additional details. Allowable Uniform Load s Panel i No. of Material ! Soans Span = 5.0' P S San = 7.0' Span P S = 7.5' P S 26 Ga. Steel 1 69 38 35 19 30 16 26 Ga. Steel 2 42 58 22 30 1 18 26 26 Ga. Steel 3 53 57 27 30 1 23 25 24 Ga. Steel 1 93 1 52 1 47 1 27 1 41 23 24 Ga. Steel 2—T 59 80 30 41 26 35 24 Ga. Steel 3 1 75 ( 82 38 43 33 36 Legend P = Pressure on Outside face; . .S = Suction on Outside face; Note: Allowable uniform loads above are tested values. Values shown have been increased 1.33 as allowed by section A5.1.3 of the 1996 AISI Specification. Uowable uniform load values are tested in accordance with Section F of the 1996 edition of the AISI design manual. Refer to the technical screening information for additional details. Butlerib& If RDDf System - PaneIs PANEL DESIGN' DATA Calulated SeCliDnal prDperiis fDr 3ut1e77b= rDDf system panel materia!s Using 1985 editiDn Df A,'SI design manual with 1989 Addendum and Teprp,.sentative ,,inter se-- iDn. 36- 4 12 641x2t 3 412' 14 1Z :3"41r2- 1417 1 3' 1 417 /nsi3e _a 1 I � Se.-iiDn 7'hrE) 1Dh Panel Se=Iion ?rUDaiieS fDr Dna FDDt Df Width -I — Allcwablo Urtiform LoRe f z-) Panel ,=y LaZan=-)^ Ir 1 - ;�=-z -I S2Bn=4 • 1 ='D' I =n=--7• MateTial -1)I IR I? 128 G2. Steell BD 1 1 D! 11151 77 1 57 1 57 153 I. 4 1 35 I 35 1 32 125 G2. Steell BD ( ES I ES 1 .?S 121 D I 85 I -,4D I 55 I ap I E9 l B1 12.E G2. Smell BD' ( 3DS l 25� 1 �i B 1 ��� i 127 i 2:.):)l B i l ii5 12t Ge. SeeII 5D" 1 22D I 278 I ; 55 1 i ;?;?I B7 1 ' ;� l 55 1 R5 I 5D 1 7B 1:12 G2. Sfe$ll :5D 1 319 1 39D I 313 1 2BD I 123 1 154 I 11 B I D1 1 7319D D.D.;2 ktJm.l 2.51 148 11791 1P= 11;21 4AS 172 I 32 1 5,22B l I PTezasure DnD� ,ide :�Dn; - ?21nteO =tn sh Dniy -S = Sll,:JOr) Dn Dll:SI 2 f2=D, .�i ! ill •=1;1a•-il Dr11V ! ilk aDDvA VaflleS ar=_ DDmDuleb fD, he bane; Dnly in 3=0-`an=e wfir`! SJ :clDn vai .yes S1Dwl 11.2ve been ins sed 1.33 s 2110wed by sa=iiDn „4.4 ff, the i 935 A1S1 SD2 =7TIwi1Dn Wit .,h 1989 Addendum. FINAL FRAME DESIGN - CONTENTS DATE: 10/12/01 CADDS TIME: 12:34 PM PAGC -fI --------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia ----------------------------------------------------------------------------------------------------------------------------------- (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) (UNIT) (FRAMELINES) PAGE NO. ------ -------------- ------ ------------------------ ------ ------------ -------- DESIGN FRAME # 1 EWDS. 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.00 TO 12 1 FEW,REW .... 1 DESIGN FRAME # 2 LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.00 TO 12 1 02, .... 21 F R A M E D E S I G N - G E N E R A L I N F O R M A T I O N DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 2 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ------------------------------ FRAME # 1 DESCRIPTION EWDS --------------------------------------"--------------------------------------------------------------- 30'-0" 10'-4" 20 PSF 80 MPH UBC97 1.000 TO 12 LEFT SIDE RIGHT SIDE SPAN NO. WIDTH MISCELLANEOUS PROPERTIES- EAVE HEIGHT = 10.002 FT. 10.002 FT. 1 = 30.000 FT MODULUS OF ELASTICITY = 29000 KSI FRAME HEIGHT = 9.333 FT. 9.333 FT. COL. CLEAR HT. = 8.469 FT. 8.469 FT. CMX = 0.850 SLOPE (P/12.) = 1.000 1.000 CMX(stepped column/no wind) = 0.950 SW R -BEAM OFFSET = 0.125 IN. 0.125 IN. CMY(pinned in minor axis) 0.600 DIST. TO RIDGE = 15.000 FT. 15.000 FT. CMY(fixed in minor axis) = 0.400 COLUMN OFFSET = 8.000 IN. 8.000 IN. GIRT DEPTH = 8.000 IN. 8.000 IN. ENDWALL PURLIN DEPTH = 8.000 IN. 8.000 IN. FRAME OFFSET = 6.000 IN. (PURLIN UNINSULATED) POST OFFSET = 1.000 IN. --------------------- JOINT DATA --------------------- ------------------------------ MEMBER DATA ------------------------------ JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM MEMBER MOM. RELEASE K VALUES NUMBER FT FT X Y MZ Z MX NUMBER JOINTS START END IN PLANE OUT OF PLANE 1 1.167 0.000 1 1 0 1 0 1 1- 2 0 0 1.50 1.00 2 1.167 8.929 0 0 0 1 0 2 2- 3 0 0 1.50 1.00 3 15.000 10.082 0 0 0 0 0 3 4- 3 0 0 1.50 1.00 4 28.833 8.929 0 0 0 1 0 4 5- 4 0 0 1.50 1.00 5 28.833 0.000 1 1 0 1 0 ( 0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) F R A M E D E S I G N - S E C O N D A R Y / B R A C E L O C A T I O N S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 3 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 . BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -------------------------------------------------------------7--------------------------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 DIST - Distance to secondary from the end of the member in FEET. BRACE - Minor axis secondary bracing code as follows: ACCUM - Distance to purlin from the low sidewall in FEET. O FL Outside flange only braced ID - B Base, G Girt, P Purlin, E Eave strut, O Other, O -IF Outside and Inside flange braced L Landmark 2000 truss purlin. O -SF Outside braced and inside Single flange brace MAJOR - Major axis brace point indicator. ( YES or NO ) NOTE: BRACE FORCE is the required support force (in kips) perpendicular to the flange COLUMN 1- 2 BRACE COLUMN 5- 4 BRACE ROOFBEAM 2- 3 BRACE ROOFBEAM 4- 3 BRACE DIST ID BRACE MAJOR FORCE DIST ID BRACE MAJOR FORCE DIST ACCUM ID BRACE FORCE DIST ACCUM ID BRACE FORCE 0.00 B O -IF YES 0.00 B O -IF YES 0.00 0.00 E O FL 0.00 0.00 E O FL 7.50 G O -SF YES 7.50 G O -SF YES 3.98 3.98 P O -SF 3.98 3.98 P O -SF 8.47 OO-IF YES 8.47 O O -IF YES 8.98 8.98 P O FL 8.98 8.98 P O FL 10.00 E O FL NO 10.00 E O FL NO 13.98 13.98 P O -SF 13.98 13.96 P O -SF FRAME CONSTRAINTS - SPLICE LOCATION RESTRICTIONS LOCATION - Distance is referenced from previous location #. FLOOR LINE OFFSET. - Distance from bottom of restriction WIDTH/HEIGHT - Clear opening size, used to locate posts to baseline reference of frame and perform the frame profile interference check. UNIT #1 - FEW - LOCATIONS FROM LEFT TO RIGHT (Normal) UNIT #1 - REW - LOCATIONS FROM RIGHT TO LEFT (Reversed) LOC RESTR. FLOOR LINE LOC RESTR. FLOOR LINE ## TYPE LOCATION WIDTH/HEIGHT OFFSET DESCR. # TYPE LOCATION WIDTH/HEIGHT OFFSET DESCR. 1 Door 9.00 10.00 x 8.00 0.00 Ovrhd door 1 Door 21.00 10.00 x 8.00 0.00 Ovrhd door GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed F R A M E D E S I G N - C O N V E N T I O N S direction. The magnitude of DATE: 10/12/01 load is kips/foot. The distances are the location of the start and the end of the load, along the CADDS TIME: 12:34 PM PAGE:F 4 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is normal to the X and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and Z axis are counter- / clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction -of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). F R A M E D E S I G N - L O A D S U M M A R Y DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 5 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- GENERAL BUILDING INFORMATION DESIGN BAY = 10.250 FT. TOTAL BUILDING LENGTH = 40.000 FT. PANELS TYPE DESCRIPTION WEIGHT LEFT SIDEWALL SHWAL 26STL 1.12 PSF ROOF BRII 28STL 2.22 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) RIGHT SIDEWALL SHWAL 26STL 1.12 PSF ENDWALL SHWAL 26STL 1.12 PSF BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = B (INLAND) APPLIED LOADINGS BUILDING CODE = UBC - 1997 DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 20.000 PSF Roof Exposure = Partially Exposed Roof Thermal Condition = Normal COEFFICIENTS TRIBUTARY LOAD FACTOR LEFT ROOF 80.009.1 RIGHT ROOF 80.009k MIN COUNTY GROUND SNOW LOAD MIN County Rain on Snow LOAD NET ROOF LOAD COEFF (PSF) 1.00 16.00 1.00 16.00 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR 0.0 PSF UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 20.000 PSF COEFFICIENTS LEFT ROOF RIGHT ROOF WIND LOADS WIND LOAD LEFT WIND LOAD RIGHT WIND UPLIFT WIND LOAD CASE WIND ENCLOSURE COEFFICIENTS LEFT SIDEWALL LEFT ROOF RIGHT ROOF RIGHT SIDEWALL TRIBUTARY LOAD FACTOR 80.00° 80.00% = 80.000 MPH ( 9.953 PSF) = 80.000 MPH ( 9.953 PSF) = 80.000 MPH ( 9.953 PSF) = 1 = ENCLOSED SIDEWALLS ROOF ENDWALL SIDEWALL CANOPY/OVERHANG ENDWALL CANOPY/OVERHANG WIND FROM LEFT (WLL) 0.800(PRESSURE) -0.700(SUCTION ) -0.700(SUCTION ) -0.500(SUCTION ) ENDWALL WIND PRESURE (EWP) -0.700(SUCTION ) -1.500(SUCTION ) 0.900(PRESSURE) -1.200(SUCTION ) -1.200(SUCTION ) LOAD NET ROOF LOAD COEFF (PSF) 1.00 16.00 1.00 16.00 MIN COUNTY F R A M E D E S I G N - L O A D S U M M A R Y INTERNAL PRESSURE INTERNAL SUCTION DATE: 10/12/.01 (IP ) (IS ) -0.500(SUCTION ) 0.000 0.000 -0.700(SUCTION ) 0.000 CADDS TIME: 12:34 PM 0.000 0.000 0.800(PRESSURE) 0.000 0.000 PAGE:F 6 -----------------------------------------7----------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 20.000 PSF COEFFICIENTS LEFT ROOF RIGHT ROOF WIND LOADS WIND LOAD LEFT WIND LOAD RIGHT WIND UPLIFT WIND LOAD CASE WIND ENCLOSURE COEFFICIENTS LEFT SIDEWALL LEFT ROOF RIGHT ROOF RIGHT SIDEWALL TRIBUTARY LOAD FACTOR 80.00° 80.00% = 80.000 MPH ( 9.953 PSF) = 80.000 MPH ( 9.953 PSF) = 80.000 MPH ( 9.953 PSF) = 1 = ENCLOSED SIDEWALLS ROOF ENDWALL SIDEWALL CANOPY/OVERHANG ENDWALL CANOPY/OVERHANG WIND FROM LEFT (WLL) 0.800(PRESSURE) -0.700(SUCTION ) -0.700(SUCTION ) -0.500(SUCTION ) ENDWALL WIND PRESURE (EWP) -0.700(SUCTION ) -1.500(SUCTION ) 0.900(PRESSURE) -1.200(SUCTION ) -1.200(SUCTION ) LOAD NET ROOF LOAD COEFF (PSF) 1.00 16.00 1.00 16.00 MIN COUNTY WIND SPEED = 76 MPH INCLUDES 1.00 IMPORTANCE FACTOR WIND FROM RIGHT INTERNAL PRESSURE INTERNAL SUCTION (WLR) (IP ) (IS ) -0.500(SUCTION ) 0.000 0.000 -0.700(SUCTION ) 0.000 0.000 -0.700(SUCTION ) 0.000 0.000 0.800(PRESSURE) 0.000 0.000 ENDWALL WIND SUCTION (EWS) -0.700(SUCTION ) -1.500(SUCTION ) -0.900(SUCTION ) -1.200(SUCTION ) -0.700(SUCTION ) F R A M E D E S I G N - L 0 A D S U M M A R Y DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 7 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 --------------------------7-------------------------------------------------------------------------------------------------------- SEISMIC LOADS (EQ ) PERCENT SNOW LOAD = 0.000% Seismic W - LEFT ROOF = 4.220 PSF Seismic W - RIGHT ROOF = 4.220 PSF SEISMIC ZONE = 3 R FACTOR = 4.500 MIN CTY SEISMIC ZONE = 3 I FACTOR = 1.000 Na LATERAL FACTOR = 1.000 STORY DRIFT LIMIT = 0.025 SOIL PROFILE = D OMEGAO DEFLECT AMPLIF FACTOR = 2.800 Nv FACTOR = 1.000 Ct FACTOR = 0.035 T FACTOR = 0.202 Ca FACTOR = 0.360 Cv FACTOR = 0.540 p FACTOR = 1.000 NET SEISMIC FACTOR = 0.200 F R A M E D E S I G N - L O A D C O M B I N A T I O N S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 8 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 LCN LOAD DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + LL 1.000 N N N Std Des 100.00 DL 100.00 LL 2 DL + WLL 1.333 N N N Std Des 100.00 DL 100.00 WLL 3 DL + WLR 1.333 N N N Std Des 100.00 DL 100.00 WLR 4 DL + EQL/1.4 1.333 N N N Std Des 100.00 DL 72.00 EQ 5 DL + EQR/1.4 1.333 N N N Std Des 100.00 DL -72.00 EQ 6 PDL+0.70PL+2.80EQL 1.700 Y N N Axial C 100.00 DL 70.00 LL 280.00 EQ 7 PDL+0.70PL+2.80EQR 1.700 Y N N Axial C 100.00 DL 70.00 LL -280.00 EQ 8 0.85PDL + 2.80EQL 1.700 Y N N Axial T 85.00 DL 280.00 EQ 9 0.85PDL + 2.80EQR 1.700 Y N N Axial T 85.00 DL -280.00 EQ 10 DL +2.80EQL 1.700 Y N N Conns 100.00 DL 280.00 EQ 11 DL +2.80EQR 1.700 Y N N Conns 100.00 DL -280.00 EQ 12 DL + EWP 1.333 N N N' Std Des 100.00 DL 100.00 EWP 13 DL + EWS 1.333 N N N Std Des 100.00 DL 100.00 EWS 14 REQ 1.333 N N N Std Des 100.00 REQ F R A M E D E S I G N - A P P L I E D L 0 A D S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 9 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION DL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.023 K/FT 0.000 K/FT DL 3 4 - 3 UNIF 15.00 30.00 0.000 K/FT -0.023 K/FT 0.000 K/FT LOAD CASE (LL ) LIVE LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION LL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.164 K/FT 0.000 K/FT LL 3 4 - 3 UNIF 15.00 30.00 0.000 K/FT -0.164 K/FT 0.000 K/FT LOAD CASE (WLL) WIND LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLL 1 1 - 2 UNIF 0.00 10.00 0.082 K/FT 0.000 K/FT 0.000 K/FT WLL 2 2 - 3 UNIF 0.00 15.00 -0.071 K/FT 0.071 K/FT 0.000 K/FT WLL 3 4 - 3 UNIF 15.00 30.00 0.071 K/FT 0.071 K/FT 0.000 K/FT WLL 4 5 - 4 UNIF 0.00 10.00 0.051 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLR 1 1 - 2 UNIF 0.00 10.00 -0.051 K/FT 0.000 K/FT 0.000 K/FT WLR 2 2 - 3 UNIF 0.00 15.00 -0.071 K/FT 0.071 K/FT 0.000 K/FT WLR 3 4 - 3 UNI.F 15.00 30.00 0.071 K/FT 0.071 K/FT 0.000 K/FT WLR 4 5 - 4 UNIF 0.00 10.00 -0.082 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (EQ ) SEISMIC LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EQ 1 1 - 2 UNIF 0.00 10.00 0.002 K/FT 0.000 K/FT 0.000 K/FT EQ 2 2 - 3 CONC 0.00 0.130 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 3 4 - 3 CONC 30.00 0.130 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 4 5 - 4 UNIF 0.00 10.00 0.002 K/FT 0.000 K/FT 0.000 K/FT F R A M E D E S I G N - A P P L I E D L O A D S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 10 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME -------------------------------------------------------------------------------------------------=--------------------------------- # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 LOAD CASE (SLL) MIN SNOW LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION SLL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.164 K/FT 0.000 K/FT LOAD CASE (SLR) MIN SNOW LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION SLR 3 4 - 3 UNIF 15.00 30.00 0.000 K/FT -0.164 K/FT 0.000 K/FT LOAD CASE (EWP) EW WIND PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWP 1 1 - 2 UNIF 0.00 10.00 -0.071 K/FT 0.000 K/FT 0.000 K/FT EWP 2 2 - 3 UNIF 0.00 15.00 -0.153 K/FT 0.153 K/FT 0.000 K/FT EWP 3 4 - 3 UNIF 15.00 30.00 0.153 K/FT 0.153 K/FT 0.000 K/FT EWP 4 5 - 4 UNIF 0.00 10.00 0.071 K/FT 0.000 K/FT 0.000 K/FT RKL 1 1 - 2 CONC 0.00 -1.630 KIP 0.000 KIP 0.000 IN -K Outside flange LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWS 1 1 - 2 UNIF 0.00 10.00 -0.071'K/FT 0.000 K/FT 0.000 K/FT EWS 2 2 - 3 UNIF 0.00 15.00 -0.153 K/FT 0.153 K/FT 0.000 K/FT EWS 3 4 - 3 UNIF 15.00 30.00 0.153 K/FT 0.153 K/FT 0.000 K/FT EWS 4 5 - 4 UNIF 0.00 10.00 0.071 K/FT 0.000 K/FT 0.000 K/FT RKL 1 1 - 2 CONC 0.00 -1.630 KIP 0.000 KIP 0.000 IN -K Outside flange LOAD CASE (REQ) SEISMIC RACK LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS. DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION REQ 1 1 - 2 CONC 0.00 -0.450 KIP 0.000 KIP 0.000 IN -K Outside flange F R A M E D E S I G N - S E C T I O N P R O P E R T I E S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 11 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME•# 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 MEMBER NO. 1 JOINTS 1 - 2 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.00 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 2 3.75 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 3 7.50 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 4 8.46 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 0.97 0.97 MEMBER NO. 2 JOINTS 2 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 1.58 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 4.00 2.41 2 3.98 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 10.03 3 8.98 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 10.03 4 13.98 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 10.03 5 14.96 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 1.96 1.96 MEMBER NO. 3 JOINTS 4 - 3 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 1.58 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 4.00 2.41 2 3.98 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 10.03 3 8.98 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 10.03 4 13.98 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 5.02 10.03 5 14.96 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 1.96 1.96 MEMBER NO. 4 JOINTS 5 - 4 SECTION NO. 1 OUTER FLANGE = 5.000 X 0.250 WEB = 0.120 INNER FLANGE = 5.000 X 0.250 ANAL SEC DIST DEPTH AREA IX IY RTO. RTI WRX WRY WRTO WRTI WDAFO WDAFI H/T LUBO LUBI PTS. NO. (FT) (IN) (IN2) (IN4) (IN4) (IN) (IN) (IN) (IN) (IN) (IN) (IN) (IN) RATIO (FT) (FT) 1 1 0.00 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 2 3.75 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 3 7.50 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 7.50 7.50 4 8.46 12.00 3.88 101.51 5.21 1.33 1.33 5.11 1.16 1.33 1.33 9.60 9.60 95.83 0.97 0.97 F'R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 12 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ---------------------------------------------------------------------------------------------------------------------=------------- SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 COLUMN 1 - 2 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS -=COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 3.11 0.00 33.00 31.47 33.00 -1.11 13.04 0.97 1.00 1.75 0.03 0.00 0.00 0.03 1 1 2 .12.00 3.88 16.92 16.92 3.11 -50.13 20.21 33.00 31.47 -1.11 13.04 0.97 1.00 1.75 0.04 0.09 0.08 0.12 1 1 3 12.00 3.88 16.67 16.67 3.06 -100.26 33.00 33.00 31.47 -1.11 13.04 0.97 1.00 1.75 0.02 0.20 0.19 0.22 1 1 4* 12.00 3.88 16.92 16.92 3.01 -113.14 33.00 33.00 31.94 -1.11 13.04 0.97 1.00 1.06 0.02 0.20 0.21 .0.23 1 1 ROOF BEAM 2 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB 0. FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 1.33 -110.70 33.00 33.00 31.94 2.51 13.04 0.97 1.00 1.42 0.01 0.20 0.20 0.22 1 1 2 12.00 3.88 16.67 16.67 1.33 -38.70 33.00 33.00 29.30 2.51 13.04 0.97 1.00 2.21 0.01 0.08 0.08 0.09 1 1 3 12.00 3.88 16.92 16.67 1.25 60.01 33.00 31.94 33.00 1.64 13.04 0.97 1.00 2.30 0.01 0.11 0.11 0.12 1 1 4 12.00 3.88 16.67 16.67 1.17 98.15 33.00 31.94 33.00 0.64 13.04 0.97 1.00 1.22 0.01 0.18 0.19 0.19 1 1 5* 12.00 3.88 16.92 16.92 1.11 96.86 33.00 31.94 33.00 0.27 17.38 0.97 1.00 1.01 0.01 0.18 0.17 0.19 1 3 ROOF BEAM 4 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 1.33 -110.70 33.00 33.00 31.94 2.51 13.04 0.97 1.00 1.42 0.01 0.20 0.20 0.22 1 1 2 12.00 3.88 16.67 16.67 1.33 -38.70 33.00 33.00 29.30 2.51 13.04 0.97 1.00 2.21 0.01 0.08 0.08 0.09. 1 1 3 12.00 3.88 16.92 16.67 1.25 60.01 33.00 31.94 33.00 1.64 13.04 0.97 1.00 2.30 0.01 0.11 0.11 0.12 1 1 4 12.00 3.88 16.67 16.67 1.17 98.15 33.00 31.94 33.00 0.64 13.04 0.97 1.00 1.22 0.01 0.18 0.19 0.19 1 1 5* 12.00 3.88 16.92 16.92 1.11 96.86 33.00 31.94 33.00 . 0.27 17.38 0.97 1.00 1.01 0.01 0.18 0.17 0.19 1 2 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 13 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------7------------------------------------------ # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF .80 MPH UBC 97 1.000 TO 12 COLUMN 5 - 4 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 3.11 0.00 33.00 31.47 33.00 -1.11 13.04 0.97 1.00 1.75 0.03 0.00 0.00 0.03 1 1 2 12.00 3.88 16.92 16.92 3.11 -50.13 20.21 33.00 31.47 -1.11 13.04 0.97 1.00 1.75 0.04 0.09 0.08 0.12 1 1 3 12.00 3.88 16.67 16.67 3.06 -100.26 33.00 33.00 31.47 -1.11 13.04 0.97 1.00 1.75 0.02 0.20 0.19 0.22 1 1 4* 12.00 3.88 16.92 16.92 3.01 -113.14 33.00 33.00 31.94 -1.11 13.04 0.97 1.00 1.06 0.02 0.20 0.21 0.23 1 1 F R A M E D E S I G N - W E L D S U M M A R Y DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 14 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE'# 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ---------------------- FRAME # 1 DESCRIPTION EWDS ---------------------------------------------------------------------------------------------- 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 --------------- PART WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT COND OV07170 1 0.120 0.081 1/8 2.620 1 1 1 OV07172 1 0.120 0.182 1/8 2.620 2 1 1 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW.THE EQUIVALENT LIVE LOAD THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS F I N A L F R A M E D E S I G N - S PLICE SUMMARY DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 15 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME -FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS ----------------------------------------------------------------------------------------------------------------------------------- 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE LOCATION MEMBER ANALYSIS CONTROLLING AXIAL SHEAR MOMENT NO TYPE MOD SEQ NO. PT. LOAD COMBINATION KIPS KIPS IN -KIPS O1 COLUMN 00 1 1 1 DL + EWS -1.65 -1.34 0.00 DL + EWS -1:65 -1.34 0.00 02 2 4 DL + EWS -1.77 0.92 61.10 DL + LL 3.01 -1.11 -113.14 03 COLUMN O1 1 4 1 DL + EWS -1.65 0.56 0.00 DL + EWS -1.65 0.56 0.00 04 2 4 DL + EWS -1.77 0.92 61.10 DL + LL 3.01 -1.11 -113.14 05 BEAM O1 1 2 5 DL + LL 1.11 -0.09 96.86 DL + EWS -1.19 0.11 -48.52 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS 51 F R A M E D E S I G N - R E A C T I O N S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 16 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE REACTION DIRECTION R H KIPS Horizontal Force to Right V 2---3---4 V KIPS Vertical Force Up +---H / 1 5 Z No. Loading Combination 1H 1V 5H 5V Sum H Sum V 1 DL + LL 1.11 3.11 -1.11 3.11 0.00 6.21 2 DL + WLL -0.91 -0.66 -0.42 -0.18 -1.33 -0.84 3 DL + WLR 0.42 -0.18 0.91 -0.66 1.33 -0.84 4 DL + EQL/1.4 0.11 0.58 -0.32 0.71 -0.22 1.29 5 DL + EQR/1.4 0.32 0.71 -0.11 0.58 0.22 1.29 6 PDL+0.70PL+2.80EQL not applicable 7 PDL+0.70PL+2.80EQR not applicable 8 0.85PDL + 2.8OEQL not applicable 9 0.85PDL + 2.80EQR not applicable 10 DL +2.80EQL not applicable 11 DL +2.80EQR not applicable 12 DL + EWP 1.34 -1.65 0.29 -1.65 1.63 -3.30 13 DL + EWS 1.34 -1.65 0.29 -1.65 1.63 -3.30 14 REQ 0.45 0.00 0.00 0.00 0.45 0.00 ID Load Case 1H 1V 5H 5V Sum H Sum V DL DEAD LOAD 0.22 0.65 -0.22 0.65 0.00 1.29 LL LIVE LOAD 0.90 2.46 -0.90 2.46 0.00 4.92 WLL WIND LOAD LEFT -1.13 -1.31 -0.20 -0.82 -1.33 -2.13 ` WLR WIND LOAD RIGHT 0.20 -0.82 1.13 -1.31 1.33 -2.13 EQ SEISMIC LOAD -0.15 -0.09 -0.15 0.09 -0.30 0.00 SLL MIN SNOW LOAD LEFT 0.45 1.90 -0.45 0.56 0.00 2.46 SLR MIN SNOW LOAD RIGHT 0.45 0.56 -0.45 1.90 0.00 2.46 EWP EW WIND PRESSURE 1.12 -2.30 0.51 -2.30 1.63 -4.59 EWS EW WIND SUCTION 1.12 -2.30 0.51 -2.30 1.63 -4.59 REQ SEISMIC RACK LOAD 0.45 0.00 0.00 0.00 0.45 0.00 51 FINAL FRAME DESIGN - S T R E S S S U M M A R Y DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 17 -----------------------------7----------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 1 JOINT 1 - 2 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 8.47 55. 3 3.75 FT 12.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.234 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES --- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI NO. (KIPS) (IN -KIP) (KSI) - (KSI) (KSI) (KSI) (KSI) (KSI) 1 3.01 -113.14 0.77 -6.69 -6.69 33.00 33.00 31.94 MEMBER NO. 2 JOINT 2 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. 1 15.00 55. 4 5.00 FT 12.00 IN 12.00 IN 5.000 X .250 .120 CONTROLLING ACTIONS --------------SHEAR-------------- FORCE ALLOW STRESS LOAD (KIPS) (KIPS) RATIO COND -1.11 13.04 0.085 1 COMB. STRESS LOAD INNER FL. RATIO COND 5.000 X .250 0.216 1 ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 1.33 -110.70 0.34 -6.54 -6.54 33.00 33.00 31.94 2.51 13.04 0.193 1 MEMBER NO. 3 JOINT 4 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 15.00 55. 4 5.00 FT 12.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.216 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO GOND 1 1.33 -110.70 0.34 -6.54 -6.54 33.00 33.00 31.94 2.51 13.04 0.193 1 FINAL FRAME DESIGN - STRES S SUMMARY DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 18 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR.ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 4 JOINT 5 - 4 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 8.47 55. 3 3.75 FT 12.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.234 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 3.01 -113.14 0.77 -6.69 -6.69 33.00 33.00 31.94 -1.11 13.04 0.085 1 DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 19 ------------------------------------- ORDER # 077585 BUILDER - NORTH ------------- VALLEY ------------------------------------- READY BUIL BLDR ORDER ---------=--------------- # 01-63 -------------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 ----------------------------------------------------------------------------------------------------------------------------------- DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 POSITIVE DEFLECTION DIRECTION R H INCHES Horiz. Deflection to Right V 2---3---4 V INCHES Vertical Deflection Up +---H / 1 5 z No. Loading Combination Cd 2H 2V 3H 3V 4H 4V 1 DL + LL N -0.021 -0.003 0.000 -0.278 .0.021 -0.003 2 DL + WLL N 0.140 0.001 0.137 0.044 0.133 0.000 3 DL + WLR N -0.133 0.000 -0.137 0.044 -0.140 0.001 4 DL + EQL/1.4 N 0.033 -0.001 0.037 -0.054 0.041 -0.001 5 DL + EQR/1.4 N -0.041 -0.001 -0.037 -0.054' -0.033 -0.001 12 DL + EWP N 0.010 0.002 0.000 0.145 -0.010 0.002 13 DL + EWS N 0.010 0.002 0.000 0.145 -0.010 0.002 14 REQ N 0.000 0.000 0.000 0.000 . 0.000 0.000 F R A M E D E S I G N - M E M B E R D E F .,L, E" -.,,C T I O N S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 20 ------------------------------------------------------------------------------------------=---------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY.BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # ------------------------------ 1 DESCRIPTION ------------------------------------------------------------- EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 ---------------------------------------- POSITIVE DEFLECTION DIRECTION R H INCHES Horizontal to the Right V +-2-+-3-+ V INCHES Vertical Up +---H 1 4 Z MAXIMUM MEMBER DEFLECTIONS MEMBER 1H MEMBER 2V MEMBER 3V MEMBER 4H No. Loading Combination PT DEFL PT DEFL PT DEFL PT DEFL 1 DL + LL 3 -0.036 6 -0.278 6 -0.278 3 0.036 2 DL + WLL 5 0.140 6 0.044 3 0.053 5 0.133 3 DL + WLR 5 -0.133 3 0.053 6 0.044 5 -0.140 4 DL + EQL/1.4 5 0.033 4 -0.055 6 -0.054 5 0.041 5 DL + EQR/1.4 5 -0.041 6 -0.054 4 -0.055 5 -0.033 12 DL + EWP 3 0.018 6 0.145 6 0.145 3 -0.018 13 DL + EWS 3 0.018 6 0.145 6 0.145 3 -0.018 14 REQ 0 0.000 0 0.000 0 0.000 0 0.000 FINAL FRAME DESIGN - F R A M E L A Y O U T DATE: 10/12/01 CADDS TIME: 12:34 PM ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" ----------------------------------------------------------------------------------------------------------------------------------- 20 PSF 80 MPH UBC 97 1.000 TO 12 LEFT SIDE RIGHT SIDE SLOPE (P/12.) = 1.000 SLOPE (P/12.) = 1.000 DIST. TO RIDGE = 15.000 FT. DIST. TO RIDGE = 15.000 FT. COLUMN OFFSET = 8.000 IN. COLUMN OFFSET = 8.000 IN. GIRT DEPTH = 8.000 IN. GIRT DEPTH = 8.000 IN. PURLIN DEPTH = 8.000 IN. (PURLIN UNINSULATED) PURLIN DEPTH = 8.000 IN. SPAN WIDTHS (LEFT TO RIGHT) SPAN 1 = 30.000 FT. -R- OV07172 OV07172 0 0 V V 0 0 7 7 1 1 7 7 0 .0 1 FINAL FRAME DESIGN DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 21 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 F R A M E D E S I G N - G E N E R A L I N F O R M A T I O N DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 22 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------- FRAME # 2 DESCRIPTION LRF ----------------------------------------------------------------------------------- 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 LEFT SIDE RIGHT SIDE SPAN NO. WIDTH MISCELLANEOUS PROPERTIES EAVE HEIGHT = 10.002 FT. 10.002 FT. 1 = 30.000 FT MODULUS OF ELASTICITY = 29000 KSI FRAME HEIGHT = 9.333 FT. 9.333 FT. COL. CLEAR HT. = 8.469 FT. 8.469 FT. CMX = 0.850 SLOPE (P/12.) = 1.000 1.000 CMX(stepped column/no wind) = 0.950 SW R -BEAM OFFSET = 0.125 IN. 0.125 IN. CMY(pinned in minor axis) = 0.600 DIST. TO RIDGE = 15.000 FT. 15.000 FT. CMY(fixed in minor axis) = 0.400 COLUMN OFFSET = 8.000'IN. 8.000 IN. GIRT DEPTH = 8.000 IN. 8.000 IN. PURLIN DEPTH = 8.000 IN. 8.000 IN. (PURLIN UNINSULATED) ## P Delta Analysis ## --------------------- JOINT DATA --------------------- ------------------------------ MEMBER DATA ------------------------------ JOINT X-COORD Y-COORD DEGREE -OF -FREEDOM MEMBER MOM. RELEASE K VALUES NUMBER FT FT X Y MZ Z MX NUMBER JOINTS START END IN PLANE OUT OF PLANE 1 1.000 0.000 1 1 0 1 0 1 1- 2 0 0 1.50 1.00 2 1.176 8.930 0 0 0 1 0 2 2- 3 0 0 1.50 1.00 3 15.000 10.082 0 0 0 0 0 3 4- 3 0 0 1.50 1.00 4 •28.824 8.930 0 0 0 1 0 4 5- 4 0 0 1.50 1.00 5 29.000 0.000 1 1 0 1 0 ( 0 = FREE 1 = FIXED ) ( 1 = RELEASE 0 = NO RELEASE ) F R A M E D E S I G N - S E C O N D A R Y / B R A C E L O C A T I O N S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 23 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) ' (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- DIST - Distance to secondary from the end of the member in FEET ACCUM - Distance to purlin from the low sidewall in FEET. ID - B Base, G Girt, P Purlin, E Eave strut, O Other, L Landmark 2000 truss purlin. MAJOR - Major axis brace point indicator. ( YES or NO ) BRACE - Minor axis secondary bracing code as follows: 0 FL Outside flange only braced O -IF Outside and Inside flange braced O -SF Outside braced and inside Single flange brace NOTE: BRACE FORCE is the required support force (in kips) perpendicular to the flange COLUMN 1- 2 BRACE COLUMN 5- 4 BRACE ROOFBEAM 2- 3 BRACE ROOFBEAM 4- 3 BRACE DIST ID BRACE MAJOR FORCE DIST ID BRACE. MAJOR FORCE DIST ACCUM ID BRACE FORCE DIST ACCUM ID BRACE FORCE 0.00 B O -IF YES 0.00 B O -IF YES 0.00 0.00 E O FL 0.00 0.00 E O FL 7.50 G O FL NO 7.50 G O FL NO 3.98 3.98 P O -SF 3.98 3.98 P O -SF 8.47 O O -IF YES 8.47 O O -IF YES 8.98 8.98 P O FL 8.98 8.98 P O FL 10.00 E O FL NO 10.00 E O FL NO 13.98 13.98 P O -SF 13.98 13.98 P O -SF GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is normal to the X'and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and.Z axis are counter- /. clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). F R A M E D E S I G N - C O N V E N T I O N S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 24 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 GENERAL In general, forces and coordinates follow the right hand rule. The X axis is horizontal and posi- V tive to the right. The Y axis is vertical and posi- tive upward. The Z axis is normal to the X'and Y axis, and is positive out of this plane. Positive +---H moments about the X, Y, and.Z axis are counter- /. clockwise as viewed looking toward the origin of the Z axis. APPLIED LOADS For load application, vertical and horizontal distances are measured from an origin point at the left structure line and the base of the left exterior column. UNIF - Uniformly distributed loads. These loads can be in X ( horizontal ), Y ( vertical ), or Z ( normal, out -of -plane ) direction. The magnitude of the load is kips/foot. The distances are the location of the start and the end of the load, along the axis of the member. TAPR - Tapered distributed loads. The magnitude in kips/foot of each end of the load is given. Loads can be in the X, Y, or Z direction. Distances are measured along the axis of the member. CONC - Concentrated load. This load can be a force in the X or Y direction or a moment about the Z axis. The location of the load is measured along the member. The load exists at the neutral axis of the member, or at the outer or inner flange of the member. MCONC - Moment producing concentrated load. This load type is similiar to a concentrated load except the location of the load is given in global coordinates, and can exist off the member. ZCONC - Out -of -plane concentrated load. This load can be a moment about the global X or Y axis, or a force in the Z axis direction. SCRAN - Special load for crane loads. This is similiar to the MCONC load except that the moment is in the minor axis direction of the member and is supported by only one flange. DISTANCE TO SECONDARY MEMBERS AND ANALYSIS POINTS Columns use the vertical distance measured from the base plate of the column. Roofbeams use the horizontal distance measured from the start of the member. In the case of exterior roofbeams, the start of the member is at the exterior structure line. MEMBER FORCES Positive axial force, the member is in compression. Positive shear force, outward force on the end of the member. Positive moment, compression on the outer flange. FRAME REACTIONS Reactions use the global coordinate system. A positive horizontal (H) force is to the right. A positive vertical (V) force is upwards. A positive in -plane moment (M) is counter- clockwise in the X -Y plane. A positive out -of -plane force (Z) is out of the X -Y plane. A positive out -of -plane moment (MX) is counter clockwise about the X axis ( near side rotating down ). BUILDING USE AND LOCATION STATE F R A M E D E S I G N - L O A D S U M M A R Y DATE: 10/12/01 (INLAND) USE CATEGORY = 4 (GENERAL USE) CADDS TIME: 12:34 PM TERRAIN CAT/WIND EXP = B PAGE:F 25 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia DL (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" ----------------------------------------------------------------------------------------------------------------------------------- 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 GENERAL BUILDING INFORMATION INCLUDES 1.00 IMPORTANCE FACTOR DESIGN BAY = 20.000 FT. Roof Exposure = Partially Exposed Roof Thermal Condition TOTAL BUILDING LENGTH = 40.000 FT. COEFFICIENTS PANELS TYPE DESCRIPTION WEIGHT TRIBUTARY LOAD LOAD NET ROOF LOAD LEFT SIDEWALL SHWAL 26STL 1.12 PSF COEFF (PSF) LEFT ROOF ROOF BRII 28STL 2.22 PSF (INCLUDING ALLOWANCE FOR SECONDARIES) 80.009.1- RIGHT SIDEWALL SHWAL 26STL 1.12 PSF BUILDING USE AND LOCATION STATE = CALIFORNIA COUNTY = BUTTE (INLAND) USE CATEGORY = 4 (GENERAL USE) TERRAIN CAT/WIND EXP = B APPLIED LOADINGS BUILDING CODE = UBC - 1997 DEAD LOAD (DL ) = 2.220 PSF + FRAME DL COLLATERAL LOAD (CLL) = 0.000 PSF ROOF LIVE LOAD (LL ) = 20.000 PSF MIN COUNTY GROUND SNOW LOAD = 0 PSF INCLUDES 1.00 IMPORTANCE FACTOR MIN County Rain on Snow = 0.0 PSF Roof Exposure = Partially Exposed Roof Thermal Condition = Normal COEFFICIENTS TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 80.00% 1.25 20.00 RIGHT ROOF 80.009.1- 1.25 20.00 UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 20.000 PSF COEFFICIENTS TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 80.001. 1.25 20.00 RIGHT ROOF 80.00% 1.25 20.00 WIND LOADS WIND LOAD LEFT F R A M E D E S I G N - L O A D S U M M A R Y = 80.000 MPH ( 9.953 PSF) DATE: 10/12/01 INCLUDES 1.00 IMPORTANCE FACTOR WIND UPLIFT = 80.000 MPH ( 9.953 PSF) CADDS TIME: 12:34 PM = 1 WIND ENCLOSURE = ENCLOSED PAGE:F 26 ------------------------------------------------------------------------------------------------_----------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL COEFFICIENTS BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (WLR) (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 0.000 DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 UNBALANCED SNOW LOADS (SLL), (SLR) ROOF LIVE LOAD (LL ) = 20.000 PSF COEFFICIENTS TRIBUTARY LOAD LOAD NET ROOF LOAD FACTOR COEFF (PSF) LEFT ROOF 80.001. 1.25 20.00 RIGHT ROOF 80.00% 1.25 20.00 WIND LOADS WIND LOAD LEFT = 80.000 MPH ( 9..953 PSF) MIN COUNTY WIND SPEED = 76 MPH WIND LOAD RIGHT = 80.000 MPH ( 9.953 PSF) INCLUDES 1.00 IMPORTANCE FACTOR WIND UPLIFT = 80.000 MPH ( 9.953 PSF) WIND LOAD CASE = 1 WIND ENCLOSURE = ENCLOSED COEFFICIENTS WIND FROM LEFT WIND FROM RIGHT INTERNAL PRESSURE INTERNAL SUCTION (WLL) (WLR) (IP.) (IS ) LEFT SIDEWALL 1.000(PRESSURE) -0.625(SUCTION ) 0.000 0.000 LEFT ROOF -0.875(SUCTION ) -0.875(SUCTION ) 0.000 0.000 RIGHT ROOF -0.875(SUCTION ) -0.875(SUCTION ) 0.000 0.000 RIGHT SIDEWALL -0.625(SUCTION ) 1.000(PRESSURE) 0.000 0.000 SIDEWALLS ROOF SIDEWALL CANOPY/OVERHANG ENDWALL WIND PRESURE (EWP) -0.700(SUCTION ) -0.875(SUCTION ) -1.500(SUCTION ) ENDWALL WIND SUCTION (EWS) -0.700(SUCTION ) -0.875(SUCTION ) -1.500(SUCTION ) F R A M E D E S I G N - L O A D S U M M A R Y DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 27 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION ----------------------------------------------------------------------------------------------------------------------------------- LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SEISMIC LOADS (EQ ) PERCENT SNOW LOAD = 0.000% Seismic W - LEFT ROOF = 4.220 PSF Seismic W - RIGHT ROOF = 4.220 PSF SEISMIC ZONE = 3 R FACTOR = 4.500 MIN'CTY SEISMIC ZONE = 3 I FACTOR = 1.000 Na LATERAL FACTOR = 1.000 .STORY DRIFT LIMIT = 0.025 SOIL PROFILE = D P DELTA LIMIT = 0.100 Nv FACTOR = 1.000 OMEGAO DEFLECT AMPLIF FACTOR = 2.800 Ct FACTOR = 0.035 T FACTOR = 0.202 Ca FACTOR = 0.360 Cv FACTOR = 0.540 p FACTOR = 1.000 NET SEISMIC FACTOR = 0.200 Maximum P Delta Stability Coefficient = 0.00, Associated Load Combination 04 F R A M E D E S I G N - L O A D C O M B I N A T I O N S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 28 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 ------------------------------------------------------------------------------------------------------------------------------------ DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 LCN LOAD DESCRIPTION STRESS MEMB P DELTA DESIGN LOADING GRP LOADING GRP LOADING GRP LOADING. GRP LOADING GRP INCREASE STR LAT LONG CATEGORY PERCENT PERCENT PERCENT PERCENT PERCENT 1 DL + LL 1.000 N N N Std Des 100.00 DL 100.00 LL 2 DL + WLL 1.333 N. N N Std Des 100:00 DL 100.00 WLL 3 DL + WLR 1.333 N N N Std Des 100.00 DL 100.00 WLR 4 DL + EQL/1.4 1.333 N Y N Std Des 100.00 DL 72.00 EQ 5 DL + EQR/1.4 1.333 N Y N Std Des 100.00 DL -72.00 EQ 6 PDL+0.70PL+2.80EQL 1.700 Y N N Axial C 100.00 DL 70.00 LL 280.00 EQ 7 PDL+0.70PL+2.80EQR 1.700 Y N N Axial C 100.00' DL 70.00 LL -280.00 EQ 8 0.85PDL + 2.80EQL 1.700 Y N N Axial T 85.00 DL 280.00 EQ 9 0.85PDL + 2.80EQR 1.700 Y N N Axial T 85.00 DL -280.00 EQ 10 DL +2.80EQL 1.700 Y N N Conns 100.00 DL 280.00 EQ 11 DL +2.80EQR 1.700 Y N N Conns 100.00 DL' -280.00 EQ 12 DL + EWP 1.333 N N N Std Des 100.00 DL 100.00 EWP 13 REQ 1.333 N N N Std Des 100.00 REQ F R A M E D E S I G N - A P P L I E D L O.A D S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 29 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077.585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME = FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 LOAD CASE (DL ) DEAD LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION DL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.056 K/FT 0.000 K/FT DL 3 4 - 3 UNIF 15.00 30.00 0.000 K/FT -0.056 K/FT 0.000 K/FT LOAD CASE (LL ) LIVE LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION LL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.400 K/FT 0.000 K/FT LL 3 4 - 3 UNIF 15.00 30.00 0.000 K/FT -0.400 K/FT 0.000 K/FT LOAD CASE (WLL) WIND LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLL 1 1 - 2 UNIF 0.00 10.00 0.199 K/FT 0.000 K/FT 0.000 K/FT WLL 2 2 - 3 UNIF 0.00 15.00 -0.174 K/FT 0.174 K/FT 0.000 K/FT WLL 3 4 - 3 UNIF 15.00 30.00 0.174 K/FT 0.174 K/FT 0.000 K/FT WLL 4 5 - 4 UNIF 0.00 10.00 0.124 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (WLR) WIND LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION WLR 1 1 - 2 UNIF 0.00 10.00 -0.124 K/FT 0.000 K/FT 0.000 K/FT WLR 2 2 - 3 UNIF 0.00 15.00 -0.174 K/FT 0.174 K/FT 0.000 K/FT WLR 3 4 - 3 UNIF 15.00 30.00 0.174 K/FT 0.174 K/FT 0.000 K/FT WLR 4 5 - 4 UNIF 0.00 10.00 -0.199 K/FT 0.000 K/FT 0.000 K/FT LOAD CASE (EQ ) SEISMIC LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EQ 1 1 - 2 UNIF 0.00 10.00 0.004 K/FT 0.000 K/FT 0.000 K/FT EQ 2 2 - 3 CONC 0.00 0.253 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 3 4 - 3 CONC 30.00 0.253 KIP 0.000 KIP 0.000 IN -K Outside flange EQ 4 5 - 4 UNIF 0.00 10.00 0.004 K/FT 0.000 K/FT 0.000 K/FT F R A M E D E S I G N - A P P L I E D L 0 A D S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 30 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 LOAD CASE (SLL) MIN SNOW LOAD LEFT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION SLL 2 2 - 3 UNIF 0.00 15.00 0.000 K/FT -0.400 K/FT 0.000 K/FT LOAD CASE (SLR) MIN SNOW LOAD RIGHT LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION SLR 3 4 - 3 UNIF 15.00 30.00 0.000 K/FT -0.400 K/FT 0.000 K/FT LOAD CASE (EWP) EW WIND PRESSURE LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWP 1 1 - 2 UNIF 0.00 10.00 -0.139 K/FT 0.000 K/FT 0•.000 K/FT EWP 2 2 - 3 UNIF 0.00 15.00 -0.174 K/FT 0.174 K/FT 0.000 K/FT EWP 3 4 - 3 UNIF 15.00 30.00 0.174 K/FT 0.174 K/FT 0.000 K/FT EWP 4 5 - 4 UNIF 0.00 10.00 0.139 K/FT 0.000 K/FT 0.000 K/FT RKL 1 1 - 2 CONC 0.00 -1.630 KIP 0.000 KIP 0.000 IN -K Outside flange LOAD CASE (EWS) EW WIND SUCTION LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION EWS 1 1 - 2 UNIF 0.00 10.00 -0.139 K/FT 0.000 K/FT 0.000 K/FT EWS 2 2 - 3 UNIF 0.00 15.00 -0.174 K/FT 0.174 K/FT 0.000 K/FT EWS 3 4 - 3 UNIF 15.00 30.00 0.174 K/FT 0.174 K/FT 0.000 K/FT EWS 4 5 - 4 UNIF 0.00 10.00 0.139.K/FT 0.000 K/FT 0.000 K/FT RKL 1 1 - 2 CONC 0.00 -1.630 KIP 0.000 KIP 0.000 IN -K Outside flange LOAD CASE (REQ) SEISMIC RACK LOAD LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION REQ 1 1 - 2 CONC 0.00 -0.450 KIP 0.000 KIP 0.000 IN -K Outside flange F R A M E D E S I G N - A P P L I E D L O A D S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 31 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 LOAD CASE (PDE) P Delta Unit Story S LOAD MEMBER JOINTS LOAD DISTANCES LOADS DIRECTION/ LABEL NO (START -END) TYPE FT FT X Y Z LOCATION C 1 1 1 - 2 CONC 0.00 -0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 1 1 1 - 2 CONC 8.93 0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 4 4 5 - 4 CONC 0.00 -0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis C 4 4 5 - 4 CONC 8.93 0.500 KIP 0.000 KIP 0.000 IN -K Neutral axis MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 MEMBER NO. SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 5 MEMBER NO. SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 5 MEMBER NO. SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 1 1 DIST (FT) 0.00 3.75 7.50 8.46 2 1 DIST (FT) 1.58 3.98 8.98 13.98 14.96 3 1 DIST (FT) 1.58 3.98 8.98 13.98 14.96 4 1 DIST (FT) 0.00 3.75 7.50 8.46 JOINTS 1 - 2 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 8.00 3.40 9.77 3.61 11.54 3.83 12.00 3.88 JOINTS 2 - 3 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 JOINTS 4 - 3 OUTER FLANGE DEPTH AREA (IN) (IN2) 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3:88 12.00 3.88 JOINTS 5 - 4 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 8.00 3.40 9.77 3.61 11.54 3.83 12.00 3.88 5.000 F R A M E D E S I G N - S E C T I O N P R O P E R T I E S RTO RTI DATE: 10/12/01 (IN4) (IN4) (IN) (IN) (IN) 41.77 5.21 CADDS TIME: 12:34 PM 4.32 64.64 5.21 1.35 1.35 4.32 93.18 PAGE:F 32 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL 101.47 BLDR ORDER # 01-63 1.33 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (IN4) (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) 5.11 DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 1.33 MEMBER NO. SECTION NO. ANAL SEC PTS. NO. 1 1 2 3 4 MEMBER NO. SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 5 MEMBER NO. SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 5 MEMBER NO. SECTION NO ANAL SEC PTS. NO. 1 1 2 3 4 1 1 DIST (FT) 0.00 3.75 7.50 8.46 2 1 DIST (FT) 1.58 3.98 8.98 13.98 14.96 3 1 DIST (FT) 1.58 3.98 8.98 13.98 14.96 4 1 DIST (FT) 0.00 3.75 7.50 8.46 JOINTS 1 - 2 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 8.00 3.40 9.77 3.61 11.54 3.83 12.00 3.88 JOINTS 2 - 3 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3.88 JOINTS 4 - 3 OUTER FLANGE DEPTH AREA (IN) (IN2) 12.00 3.88 12.00 3.88 12.00 3.88 12.00 3:88 12.00 3.88 JOINTS 5 - 4 OUTER FLANGE _ DEPTH AREA (IN) (IN2) 8.00 3.40 9.77 3.61 11.54 3.83 12.00 3.88 5.000 X 0.250 WEB = 0.120 IX IY RTO RTI WRX (IN4) (IN4) (IN) (IN) (IN) 41.77 5.21 1.36 1.36 4.32 64.64 5.21 1.35 1.35 4.32 93.18 5.21 1.33 1.33 4.32 101.47 5.21 1.33 1.33 4.32 5.000 X 0.250 WEB = 0.120 IX IY RTO RTI WRX (IN4) (IN4) (IN) (IN) (IN) 101.51 5.21 1.33 1.33 5.11 101.51 5.21 1.33 1.33 5.11 101.51 5.21 1.33 1.33 5.11 101.51 5.21 1.33 1.33 5.11 101.51 5.21 1.33 1.33 5.11 5.000 X 0.250 IX IY (IN4) (IN4) 101.51 5.21 101.51 5.21 101.51 5.21 101.51 5.21 101.51 5.21 5.000 X 0.250 IX IY (IN4) (IN4) 41.77 5.21 64.64 5.21 93.18 5.21 101.47 5.21 WEB = 0.120 RTO RTI WRX (IN) (IN) (IN) 1.33 1.33 5.11 1.33 1.33 5.11 1.33 1.33 5.11 1.33 1.33 5.11 1.33 1.33 5.11 WEB = 0.120 RTO RTI WRX (IN) (IN) (IN) 1.36 1.36 4.32 1.35 1.35 4.32 1.33 1.33 4.32 1.33 1.33 4.32 INNER FLANGE WRY WRTO WRTI (IN) (IN) (IN) 1.20 1.35 1.35 1.20 1.35 1.35 1.20 1.35 1.35 1.16 1.33 1.35 INNER FLANGE WRY WRTO WRTI (IN) (IN) (IN) 1.16 1.33 1.33 1.16 1.33 1.33 1.16 1.33 1.33 1.16 1.33 1.33 1.16 1.33 1.33 INNER FLANGE WRY WRTO WRTI (IN) (IN) (IN) 1.16 1.33 1.33 1.16 1.33 1.33 1.16 1.33 1.33 1.16 1.33 1.33 1.16 1.33 1.33 INNER FLANGE WRY WRTO WRTI (IN) (IN) (IN) 1.20 1.35 1.35 1.20 1.35 1.35 1.20 1.35 1.35 1.16 1.33 1.35 5.000 X 0.250 WDAFO WDAFI H/T (IN) (IN) RATIO 7.82 8.00 62.50 7.82 8.00 77.26 7.82 8.00 92.02 9.42 8.00 95.81 5.000 X 0.250 WDAFO WDAFI H/T (IN) (IN) RATIO 9.60 9.60 95.83 9.60 9.60 95.83 9.60 9.60 95.83 9.60 9.60 95.83 9.60 9.60 95.83 = 5.000 X 0.250 WDAFO WDAFI H/T (IN) (IN) RATIO 9.60 9.60 95.83 9.60 9.60 95.83 9.60 9.60 95.83 9.60 9.60 95.83 9.60 9.60 95.83 = 5.000 X 0.250 WDAFO WDAFI H/T (IN) (IN) RATIO 7.82 8.00 62.50 7.82 8.00 77.26 7.82 8.00 92.02 9.42 8.00 95.81 LUBO (FT) 7.50 7.50 7.50 0.97 LUBO (FT) 4.00 5.02 5.02 5.02 1.96 LUBO (FT) 4.00 5.02 5.02 5.02 1.96 LUBO (FT) 7.50 7.50 7.50 0.97 LUBI (FT) 8.47 8.47 8.47 8.47 LUBI (FT) 2.41 10.03 10.03 10.03 1.96 LUBI (FT) 2.41 10.03 10.03 10.03 1.96 LUBI (FT) 8.47 8.47 8.47 8.47 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 33 ------- ORDER --------- # 077585 --- -------------------------------------------------------------------------------------.--- BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 ------------------------ BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 COLUMN 1 - 2 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 8.00 3.40 10.44 10.44 7.18 0.00 33.00 31.62 33.00 -2.50 17.31 1.00 0.88 1.75 0.06 0.00 0.00 0.06 1 1 2 9.77 3.61 13.23 13.23 7.18 -112.35 33.00 33.00 30.22 -2.50 16.33 0.98 1.00 1.75 0.06 0.26 0.28 0.34 1 1 3 11.54 3.83 16.15 15.91 7.14 -224.74 33.00 33.00 30.22 -2.50 13.60 0.97 1.00 1.75 0.06 0.47 0.47 0.53 1 1 4* 12.00 3.88 16.91 16.91 7.09 -253.64 33.00 33.00 30.22 -2.50 13.04 0.97 1.00 1.75 0.06 0.45 0.50 0.55 1 1 ROOF BEAM 2 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN-KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 3.14 -248.63 33.00 33.00 31.94 5.87 13.04 0.97 1.00 1.44 0.03 0.45 0.46 0.49 1 1 2 12.00 3.88 16.67 16.67 3.14 -80.18 33.00 33.00 29.07 5.87 13.04 0.97 1.00 2.14 0.03 0.16 0.17 0.19 1 1 3 12.00 3.88 16.92 16.67 2.96 148.40 33.00 31.94 33.00 3.80 13.04 0.97 1.00 2.30 0.02 0.27 0.27 0.30 1 1 4 12.00 3.88 16.67 16.67 2.77 235.04 33.00 31.94 33.00 1.46 13.04 0.97 1.00 1.21 0.02 0.44 0.46 0.46 1 1 5* 12.00 3.88 16.92 16.92 2.63 231.79 33.00 31.94 33.00 0.64 17.38 0.97 1.00 1.01 0.02 0.43 0.42 0.45 1 3 ROOF BEAM 4 - 3 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) '(KIPS) AXIAL BENDG BENDG RATIO M V 1* 12.00 3.88 16.92 16.92 3.14 -248.63 33.00 33.00 31.94 5.87 13.04 0.97 1.00 1.44 0.03 0.45 0.46 0.49 1 1 2 12.00 3.88 16.67 16.67 3.14 -80.18 33.00 33.00 29.07 5.87 13.04 0.97 1.00 2.14 0.03 0.16 0.17 0.19 1 1 3 12.00 3.88 16.92 16.67 2.96 148.40 33.00 31.94 33.00 3.80 13.04 0.97 1.00 2.30 0.02 0.27 0.27 0.30 1 1 4 12.00 3.88 16.67 16.67 2.77 235.04 33.00 31.94 33.00 1.46 13.04 0.97 1.00 1.21 0.02 0.44 0.46 0.46 1 1 5* 12.00 3.88 16.92 16.92 2.63 231.79 33.00 31.94 33.00 0.64 17.38 0.97 1.00 1.01 0.02 0.43 0.42 0.45 1 2 F R A M E D E S I G N - C O N T R O L L I N G S T R E S S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 34 ----------------------------------------------------------------------------------------------------------------------------------- ORDER #. 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia. (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME ----------------------------------------------------------------------------------------------------------------------------------- # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 COLUMN 5 - 4 AXIAL -ALLOW STRESSES- SHEAR ALLOW ---STRESS RATIOS --COMB CONT PT. DEPTH AREA SOX SIX FORCE MOMENT FA FBO FBI FORCE SHEAR QS, QA CB O.FL I.FL STRESS COMB NO. (IN) (IN2) (IN3) (IN3) (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KIPS) (KIPS) I AXIAL BENDG BENDG RATIO M V 1* 8.00 3.40 10.44 10.44 7.18 0.00 33.00 31.62 33.00 -2.50 17.31 1.00 1.00 1.75 0.06 0.00 0.00 0.06 1 1 2 9.77 3.61 13.23 13.23 7.18 -112.35 33.00 33.00 30.22 -2.50 16.33 0.98 1.00 1.75 0.06 0.26 0.28 0.34 1 1 3 11.54 3.83 16.15 15.91 7.14 -224.74 33.00 33.00 30.22 -2.50 13.60 0.97 1.00 1.75 0.06 0.47 0.47 0.53 1 1 4* 12.00 3.88 16.91 16.91 7.09 -253.64 33.00 33.00 30.22 -2.50 13.04 0.97 1.00 1.75 0.06 0.45 0.50 0.55 1 1 F R A M E D E S I G N - W E L D S U M M A R Y DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 35 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 PART WEB WEB FLG-TO-WEB FILLET ALLOW CONTROLLING NO. SECT THK STRESS SIZE SHEAR MEMB ANAL LOAD (IN) (KIPS/IN) (KIPS/IN) NO. PT COND OV07174 1 0.120 0.289 1/8 2.620 4 1 1 OV07176 1 0.120 0.425 1/8 2.620 3 1 1 THE FLANGE -TO -WEB SHEAR VALUES SHOWN HAVE BEEN ADJUSTED FOR WIND LOAD TO SHOW THE EQUIVALENT LIVE LOAD THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS F I`N A L F R A M E D E S I G N - S P L I C E S U M M A R Y DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 36 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF ----------------------------------------------------------------------------------------------------------------------------------- 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE LOCATION MEMBER ANALYSIS CONTROLLING AXIAL SHEAR MOMENT NO TYPE MOD SEQ NO. PT. LOAD COMBINATION KIPS KIPS IN -KIPS O1 COLUMN 00 1 1 1 DL + WLL -2.05 2.36 0.00 DL + WLL -2.05 2.36 0.00 02 2 4 DL + WLL -2.16 0.61 147.74 DL + LL 7.04 -2.64 -253.64 03 COLUMN O1 1 4 1 DL + WLR -2.05 2.36 0.00 DL + WLR -2.05 2.36 0.00 04 2 4 DL + WLR -2.16 0.61 147.74 DL + LL 7.04 -2.64 -253.64 05 BEAM O1 1 2 5 DL + LL 2.63 -0.22 231.79 DL + WLL -0.63 -0.53 -50.18 THE CONTROLLING COMBINATIONS SHOWN ABOVE ARE BASED ON THE MAXIMUM TENSION IN THE FLANGES FOR AXIAL PLUS BENDING THE FORCES GIVEN ARE MEMBER FORCES ALONG THE NEUTRAL AXIS ## P Delta Analysis Performed ## No. Loading Combination 1H 1V 1 F R A M E D E S I G N - R E A C T I O N S DL + WLL 14.27 DATE: 10/12/01 -2.05 3 DL + WLR 2.36 0.87 -0.90 CADDS TIME: 12:34 PM 1.27 0.19 1.00 5 DL + EQR/1.4 0.42 PAGE:F 37 -----------------------------------------------------------------------------------7----------------------------------------------- ORDER # 077585 1 BUILDER - NORTH VALLEY READY BUIL not BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia applicable (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) not DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF -----------------------------------------------------------------------•--- 30'-0" 10'=4" 20 PSF ----------------------------------- 80 MPH UBC 97 1.000 TO 12 ---------------------- 13 POSITIVE REACTION DIRECTION 0.45 R ID Load Case 1H H KIPS Horizontal Force to Right V 2---3---4 0.40 1.13 LL V KIPS Vertical Force Up 2.23 6.00 WLL WIND LOAD LEFT -2.76 -3.19 WLR WIND LOAD RIGHT 0.47 +---H EQ SEISMIC LOAD -0.29 -0.18 SLL MIN SNOW LOAD LEFT 1.12 4.61 / 1 5 1.39 EWP EW WIND PRESSURE 1.30 -2.61 Z 1.30 -2.61 REQ SEISMIC RACK LOAD 0.45 ## P Delta Analysis Performed ## No. Loading Combination 1H 1V 1 DL + LL Sum H 2.64 7.13 2 DL + WLL 14.27 -2.36 -2.05 3 DL + WLR 2.36 0.87 -0.90 4 DL + EQL/1.4 1.27 0.19 1.00 5 DL + EQR/1.4 0.42 0.61 1.27 6 PDL+0.70PL+2.80EQL not applicable 7 PDL+0.70PL+2.80EQR not applicable 8 0.85PDL + 2.80EQL not applicable 9 0.85PDL + 2.80EQR not applicable 10 DL +2.80EQL not applicable 11 DL +2.80EQR not applicable 12 DL + EWP 0.00 1.70 -1.48 13 REQ 0.45 0.00 ID Load Case 1H 1V DL DEAD LOAD 0.40 1.13 LL LIVE LOAD 2.23 6.00 WLL WIND LOAD LEFT -2.76 -3.19 WLR WIND LOAD RIGHT 0.47 -2.03 EQ SEISMIC LOAD -0.29 -0.18 SLL MIN SNOW LOAD LEFT 1.12 4.61 SLR MIN SNOW LOAD RIGHT 1.12 1.39 EWP EW WIND PRESSURE 1.30 -2.61 EWS EW WIND SUCTION 1.30 -2.61 REQ SEISMIC RACK LOAD 0.45 0.00 PDE P Delta Unit Story S 0.00 -0.32 5H 5V Sum H Sum V -2.64 7.13 0.00 14.27 -0.87 -0.90 -3.23 -2.95 2.36 -2.05 3.23 -2.95 -0.61 1.27 -0.42 2.27 -0.19 1.00 0.42 -2.27 -0.07 -1.48 1.63 -2.95 0.00 0.00 0.45 0.00 5H 5V Sum H Sum V -0.40 1.13 0.00 2.27 -2.23 6.00 0.00 12.00 -0.47 -2.03 -3.23 -5.22 2.76 -3.19 3.23 -5.22 -0.29 0.18 -0.59 0.00 -1.12 1.39 0.00 6.00 -1.12 4.61 0.00 6.00 0.33 -2.61 1.63 -5.22 0.33 -2.61 1.63 -5.22 0.00 0.00 0.45 0.00 0.00 0.32 0.00 0.00 FINAL FRAME DESIGN - STRES S SUMMARY DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 38 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 1 JOINT 1 - 2 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START - END OUTER FL. THK. INNER FL. RATIO COND 1 8.47 55. 3 3.75 FT 8.00 IN 12.00 IN5.000 X .250 .120 5.000 X .250 0.553 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO COND 1 7.09 -253.64 1.83 -15.00 -15.00 33.00 33.00 30.22 -2.50 13.04 0.192 1 MEMBER NO. 2 JOINT 2 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO GOND 1 15.00 55. 4 5.00 FT 12.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.485 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES --- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1 3.14 -248.63 0.81 -14.70 -14.70 33.00 33.00 31.94 MEMBER NO. 3 JOINT 4 - 3 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. 1 15.00 55. 4 5.00 FT 12..00 IN 12.00 IN 5.000 X .250 .120 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES --- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) 1 3.14 -248.63 0.81 -14.70 -14.70 33.00 33.00 31.94 --------------SHEAR-------------- FORCE ALLOW STRESS LOAD (KIPS)- (KIPS) RATIO COND 5.87 13.04 0.451 1 COMB. STRESS LOAD INNER FL. RATIO COND 5.000 X .250 0.485 1 -------------- SHEAR ---.------=---- FORCE ALLOW STRESS LOAD (KIPS) (KIPS) RATIO COND 5.87 13.04 0.451 1 FINAL FRAME DESIGN - S T R E S S S U M M A R Y DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 39 ----------------------------------------------------------------------------------------------7------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 ' BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- MEMBER NO. 4 JOINT 5 - 4 ---------------------------------- SECT. LENGTH YIELD NO. MAX SEG DEPTH AT DEPTH AT WEB COMB. STRESS LOAD NO. (FT) STRESS SEGS SIZE START END OUTER FL. THK. INNER FL. RATIO COND 1 8.47 55. 3 3.75 FT 8.00 IN 12.00 IN 5.000 X .250 .120 5.000 X .250 0.553 1 CONTROLLING ACTIONS ---AXIAL--- ---MAXIMUM STRESSES--- ---ALLOWABLE STRESSES--- -------------- SHEAR -------------- SECT. FORCE MOMENT AXIAL FBO FBI FA FBO FBI FORCE ALLOW STRESS LOAD NO. (KIPS) (IN -KIP) (KSI) (KSI) (KSI) (KSI) (KSI) (KSI) (KIPS) (KIPS) RATIO GOND 1 7.09 -253.64 1.83 -15.00 -15.00 33.00 33.00 30.22 -2.50 13.04 0.192 1 FRAME DES IGN - J O I N T D E F L E C T I O N S 4H 4V DATE: 10/12/01 DL + LL N -0.052 -0.006 0.000 -0.683 CADDS TIME: 12:34 PM 2 DL + WLL N 0.363 -0.005 0.351 PAGE:F 40 -`---------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL DL + BLDR ORDER # 01-63 -0.339 BLDR ACCOUNT # 20-04-007=90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia 0.076 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) -0.084 DESIGN SYSTEM FRAME # 2 DESCRIPTION ----------------------------------------------------------------------------------------------------------------------------------- LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 N POSITIVE DEFLECTION DIRECTION 0.001. 0.000 R -0.008 0.001 13 REQ H INCHES Horiz. Deflection to Right V 2---3---4 0.000 0.000 0.000 0.000 V INCHES Vertical Deflection Up +---H / 1 5 z ## P Delta Analysis Performed ## No. Loading Combination Cd 2H 2V 3H 3V 4H 4V 1 DL + LL N -0.052 -0.006 0.000 -0.683 0.052 -0.006 2 DL + WLL N 0.363 -0.005 0.351 0.151 0.339 0.008 3 DL + WLR N -0.339 0.008 -0.351 0.151 -0.363 -0.005 4 DL + EQL/1.4 N 0.068 -0.002 0.076 -0.105 0.084 0.000 5 DL + EQR/1.4 N -0.084 0.000 -0.076 -0.105 -0.068 -0.002 12 DL + EWP N 0.008 0.001. 0.000 0.127 -0.008 0.001 13 REQ N 0.000 0.000 0.000 0.000 0.000 0.000 FRAME DES IGN - M E M B E R D E F L E C T I O N S DATE: 10/12/01 CADDS TIME: 12:34 PM PAGE:F 41 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 ----------------------------------------------------------------------------------------------------------------------------------- POSITIVE DEFLECTION DIRECTION R H INCHES Horizontal to the Right V +-2-+-3-+ V INCHES Vertical Up +---H 1 4 Z MAXIMUM MEMBER DEFLECTIONS MEMBER 1H MEMBER 2V MEMBER 3V MEMBER 4H No. Loading Combination PT DEFL PT DEFL PT DEFL PT DEFL 1 DL + LL 2 -0.098 6 -0.683 6 -0.683 2 0.098 2 DL + WLL 5 0.363 6 0.151 3 0.164 5 0.339 3 DL + WLR 5 -0.339 3 0.164 6 0.151 5 -0.363 4 DL + EQL/1.4 5 0.068 4 -0.107 6 -0.105 4 0.084 5 DL + EQR/1.4 4 -0.084 6 -0.105 4 -0.107 5 -0.068 12 DL + EWP 2 0.016 6 0.127 6 0.127 2 -0.016 13 REQ 5 0.000 0 0.000 4 0.000 5 0.000 FINAL FRAME DESIGN - FRAME LAY OUT 0 0 7 DATE: 10/12/01 1 1 7 7 4 CADDS TIME: 12:34 PM ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" ----------------------------------------------------------------------------------------------------------------------------------- 20 PSF 80 MPH UBC 97 1.000 TO 12 LEFT SIDE RIGHT SIDE SLOPE (P/12.) = 1.000 SLOPE (P/12.) = 1.000 DIST. TO RIDGE = 15.000 FT. DIST. TO RIDGE = 15.000 FT. COLUMN OFFSET = 8.000 IN. COLUMN OFFSET = 8.000 IN. GIRT DEPTH = 8.000 IN. GIRT DEPTH = 8.000 IN. PURLIN DEPTH = 8.000 IN. (PURLIN UNINSULATED) PURLIN DEPTH = 8.000 IN. SPAN WIDTHS (LEFT TO RIGHT) SPAN 1 = 30.000 FT. -R- OV07176 OV07176 0 0 V V 0 0 7 7 1 1 7 7 4 4 1 SPLICE DESIGN - CONTENTS DATE: 10/12/01 CADDS TIME: 03:54 PM Gri •� S• I ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - ----------------------------------------------------------------------------------------------------------------------------------- JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (SNOW) (WIND) (CODE/YEAR) (SLOPE) (UNIT) (FRAMELINES) PAGE NO. DESIGN FRAME # ------------ 1 EWDS 30'-0" -------- 10'-4" ------ 20 PSF ------ 80 MPH ----------- UBC 97 ------- 1.00 TO 12 ------ 1 ------------ FEW,REW --Q------ ✓ 1 DESIGN FRAME # 2 LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.00 TO 12 1 0:2 .S 31 OV07172 02 Full Optimization Design w/ Combined Welds S P L I C E D E S I G N - C O V E R S H E E T DATE: 10/12/01 CADDS TIME: 03:54 PM PAGES 2 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72_. PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 -------------------=--------------------------------------------------------------------------------------------------------------- RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 02 STRESS RATIO LIMIT 1.030 REPORTS SELECTED COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE INFORMATION PART DIMENSIONS WELD INFORMATION BOLTS / SPLICE PLATE INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection GROUP INFORMATION ASSEMBLY INFORMATION NUM NUM NUM Description NUM Connection Plate Opt I NUM Stiffener Opt Weld Opt --- --- ----------------------- + ------------------------------- +------- ------------------- ------------------------ 1 01 1 Pinned Base Plate 7 Analysis Only OV07170 01 Full Optimization Design w/ Combined Welds 2 01 2 Knee Splice 8 Optimization w/ Std Plates OV07170 02 Full Optimization Design w/ Combined Welds OV07172 01 Full Optimization Design w/ Combined Welds 3 04 1 Pinned Base Plate 7 Analysis Only OV07170 01 Full Optimization Design w/ Combined Welds 4 04 2 Knee Splice 8 Optimization w/ Std Plates OV07170 02 Full Optimization Design w/ Combined Welds OV07172 01 Full Optimization Design w/ Combined Welds 5 02 1 Ridge 9 Optimization w/ Std Plates OV07172 02 Full Optimization Design w/ Combined Welds OV07172 02 Full Optimization Design w/ Combined Welds S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 10/12/01 CADDS TIME: 03:54 PM PAGES 3 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts ----------------------------------------------------------------------------------------------------------------------------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER NO CATEGORY (kips) (kips) (kips) FACTOR STRENGTH -- ---------------- - - - - ---- - - - - --- - - - - --- - - - - --- - - - - -- --- - - - -------- 1 DL + LL Std Des 3.11 -1.11 0.00 1.00 N 2 DL + WLL Std Des -0.66 0.91 0.00 1.33 N 3 DL + WLR Std Des -0.18 -0.42 0.00 1.33 N 4 DL + EQL/1.4 Std Des 0.58 -0.11 0.00 1.33 N 5 DL + EQR/1.4 Std Des 0.71 -0.32 0.00 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -1.65 -1.33 0.00 1.33 N 13 DL + EWS Std Des -1.65 -1.33 0.00 1.33 N 14 REQ Std Des 0.00 -0.45 0.00 1.33 N P A R T D I M E N S I O N S Column Sidewall Endwall Dimensions at Connection Flg. to Flg. Dimension 12.000" Offset from Structure Line 8.000" 6.000" Adjacent Depth Change Information Distance to Depth Change 81- 5.625" Flg. to Flg. Dimension 12.000" Adj. P1. Angle (Degrees) 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 4 -----------------------------------------------------------------------------------------------------------7----------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-411. 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : . No Ext Corner - S Nuts -----------------------------------------------------------------------------=----------------------------------------------------- PLATE TYPE PART NUMBER ORIENTATION PLATE WIDTH PLATE LENGTH PLATE THICKNESS PLATE YIELD STRESS PLATE OFFSET DESIGN STRESS RATIO CONTROLLING GOND. CONTROLLING LOCATION S P L I C E P L A T E STANDARD 0042853 NORMAL 8.000" 12.500" 0.500" 55.00 KSI 0.000" 0.044 12 Outer Row 2 B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES - INNER: 4.000" BOLT TYPE A3'07 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW OUTER 1 2 3.000" OUTER 2 2 7.000" 4.000" . C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 145.000 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.050 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.842 KSI CONCRETE STRESS RATIO 0.027 S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 5 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 0.164 0.165 0.515 13.329 0.373 26.659 3 0.044 0.044 0.237 13.329 0.101 26.659 4 Total Section is in Compression 0.000 13.329 0.000 26.659 5 Total Section is in Compression 0.000 13.329 0.000 26.659 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.412 0.412 0.754 13.329 0.933 26.659 13 0.412 0.412 0.754 13.329 0.933 26.659 14 Total Section is in Compression 0.254 13.329 0.000 26.659 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 10/12/01 CADDS TIME: 03:54 PM PAGES 6 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts ----------------------------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0042853 8.000" X 12.500" X 0.500" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 -+---------+--- 3.000" 1 4.000" 12.000" 5.500" COLUMN +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W b W 0 W W W 0 W 0 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF --------------- ----------------------------- BOLTS: 0.750" DIA A307 NO WASHERS S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N I N F O R M A T I O N DATE: 10/12/01 W E B P L A T E S CADDS ------------------------- TIME: 03:54 PM ----------------------------------------------------------------------------------------------------------------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- PAGE:S 7 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext Corner - S Nuts F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange 0.250 X 5.000 0.000 0.17 43.99 0.80 49.50 0.016 1 INNER 1 Main Flange 0.250 X 5.000 0.500 0.04 43.99 0.80 49.50 0.016 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 0.76 22.00 1.25 43.99 0.80 49.50 0.035• 1 W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION Main Web Web to Splice Plate 1/8" 0.04 3.71 0.012 12 1/8" 0.00 1.86 0.000 1 W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND 1/8" 1/8" 0.15 0.11 6.75 0.027 12 S P L I C E D E S I G N - A P P L I E D L 0 A D S S U M M A R Y DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 8 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : O/I Extens Flg LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ------------------------ CATEGORY -------- (kips) -------------- (kips) (in -k) -------- FACTOR STRENGTH ------ -------- 1 DL + LL Std Des 3.01 -1.11 -113.15 1.00 N 2 DL + WLL Std Des -0.78 0.21 56.10 1.33 N 3 DL + WLR Std Des -0.30 0.01 -20.02 1.33 N 4 DL + EQL/1.4 Std Des 0.48 -0.12 -11.54 1.33 N 5 DL + EQR/1.4 Std Des 0.62 -0.31 -32.20 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns 0.29 0.16 18.30 1.70 Y 11 DL +2.80EQR Conns 0.82 -0.59 -62.05 1.70 Y 12 DL + EWP Std Des -1.77 0.90 61.56 1.33 N 13 DL + EWS Std Des -1.77 0.90 61.56 1.33 N 14 REQ Std Des 0.00 0.00 0.00 1.33 N P A R T D I M E N S I O N S Column Roof Beam Dimensions at Connection Flg. to Flg. Dimension 12.000" 12.000" Part Slope 1.000 TO 12 Conn. Plate Angle (Degrees) 4.764 4.764 Offset from Structure Line 8.000" 0.125" Main Flange Dimensions Outer Flange Width 5.000" Thickness 0.250" Inner Flange Width 5.000" Thickness 0.250" Adjacent Depth Change Information Distance to Depth Change 81- 5.625" 131- 4.997" Flg. to Flg. Dimension 12.000" 12.000" Adj. P1. Angle (Degrees) 0.000 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 9 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP — Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 ------------------------- TYPE -------------------- : Ext Col - Roof Beam Knee SUBTYPE ------------------------------------------ : --------------------- O/I Extens Flg ------------------------ S P L.I C E P L A T E COLUMN SIDE ROOF BEAM SIDE PLATE TYPE STANDARD FLANGE PLATE PART NUMBER 0042867 ORIENTATION NORMAL PLATE WIDTH 6.000" 5.000" PLATE LENGTH 16.750" PLATE THICKNESS 0.375" 0.250" PLATE YIELD STRESS 55.00 KSI 55.00 KSI PLATE OFFSET 2.375" DESIGN STRESS RATIO 0.242 0.399 CONTROLLING GOND. 1 1 CONTROLLING LOCATION Outer Flg 2 Outer Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.125" INNER 2 2 4.125" 3.000" OUTER 2 2 4.125" 3.000" INNER 1 2 1.125" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 10/12/01 CADDS TIME: 03:54 PM PAGES 10 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 02 TYPE Ext Col - Roof Beam Knee SUBTYPE-: O/I Extens Flg B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 2.642 1.544 0.000 0.000 0.554 21.000 8.612 43.993 2 0.000 0.000 1.011 1.576 0.112 27.992 5.137 58.651 3 0.563 0.363 0.000 0.000 0.015 27.992 1.835 58.651 4 0.249 0.138 0.000 0.000 0.064 27.992 0.812 58.651 5 0.779 0.465 0.000 0.000 0.147 27.992 2.539 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 0.000 0.000 0.269 0.449 0.054 23.204 1.463 56.099 11 1.545 0.937 0.000 0.000 0.266 23.204 5.036 56.098 12 0.000 0.000 - 1.208 1.833 0.425 27.992 5.976 58.648 13 0.000 0.000 1.208 1.833 0.425 27.992 5.976 58.648 14 Total Section is in Compression 0.000 27.992 0.000 58.651 B O L T L O A D S / A L L O W A B L E S_ LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE 1 2.478 1.506 0.000 0.000 0.350 21.000 8.076 43.993 2 0.000 0.000 1.011 1.519 0.060 27.992 4.951 58.651 3 0.543 0.362 0.000 0.000 0.004 27.992 1.771 58.651 4 0.231 0.134 0.000 0.000 0.032 27.992 0.753 58.651 5 0.734 0.454 0.000 0.000 0.105 27.992 2.392 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 0.000 0.000 0.269 0.428 0.073 23.204 1.398 56.099 11 1.461 0.919 y 0.000 0.000 0.210 23.204 4..762 56.098 12 0.000 0.000 1.221 1.790 0.305 27.992 5.834 58.648 13 0.000 0.000 1.221 1.790 0.305 27.992 5.834 58.648 14 Total Section is in Compression 0.000 27.992 0.000 58.651 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 10/12/01 CADDS TIME: 03:54 PM PAGES 11 ------------------------------------------------------------------------------------------------------------------------------------ ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : O/I Extens Flg ----------------------------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0042867 COLUMN SIDE --le— ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 6.000" X 16.750" X 0.375" USE EXIST. FLG.: 5.000" X 0.250" +- 2.750"-+ -+---------+--- --------------------- "v ------- ---+- 1.125" 1 W 1 1 2.375" W 2.375" -+--- o W o 1 W OUTSIDE FLANGE 3.000" FFFFFFFFFFFFMSMSMSMSMSM MAIN STIFFENER 0042872 0.250 X 5.000 I W 0.250 X 2.500 X 11.000 NS/FS -+---. o W o W W W W W W W W W W W W 12.042" W 12.000" MAIN WEB 8.500" W MAIN WEB 0.120 W 0.120 W W W W W W W W W W W W -+--- 0 W 0 I W INSIDE FLANGE 3.000" _ FFFFFFFFFFFFMSMSMSMSMSM _ MAIN STIFFENER 0042872 0.250 X 5.000 I W 0.250 X 2.500 X 11.000 NS/FS -+--- 0 W o 1.125" W I W -+-------------. --------------------- v------- F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE: 10/12/01 CADDS TIME: 03:54 PM ---------------------------- ------------- PAGE:S 12 --------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 --------------------- BLDR ACCOUNT # ------------ 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 -------------------------------------------------------------------------------------------------------=--------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : O/I Extens Flg F L A N G E P•L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 2 Main Flange 0.250 X 5.000 2.375 5.17 33.00 2.95 65.98 0.157 1 INNER 2 Main Flange 0.250, X 5.000 2.333 3.64 43.99 7.11 49.50 0.143 1 ROOF BEAM SIDE OUTER 2 Main Stiffener 0042872 0.250 X 2.500 X 11.000 2.375 2.97 33.00 2.30 65.98 0.090 1 INNER 2 Main Stiffener 0042872 0.250 X 2.500 X 11.000 2.375 2.23 43.99 5.80 49.50 0.116 1 W E B P L A T E S ------------------ MAXIMUM STRESSES - ------------------ DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------= (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 0.99 22.00 4.48 33.00 6.94 49.50 0.140 1 ROOF BEAM SIDE Main Web 0.120 6.31 17.69 8.26 33.00 8.41 49.50 0.357 1 W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL -------------.------ WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) GOND OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 1.32 8.25 0.161 1 INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 0.93 11.00 0.085 12 W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) (k/in) (k/in) GOND Main Web Web to Splice Plate ROOF BEAM SIDE DESCRIPTION OUTER 2 Main Stiffener Stiffener to Inner Flg Stiffener to Web Plate INNER 2 Main Stiffener Stiffener to Inner Flg Stiffener to Web Plate ROOF BEAM SIDE DESCRIPTION 1/8" 1/8" S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 10/12/01 P L A T E S W E L D I N F O R M A T I O N FULL ------------------- WELD SIZE ------------------- -------- CADDS TIME: 03:54 PM PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) PAGES 13 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL --------- PENETRATION --------- BLDR ORDER # 01-63 LOAD BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : O/I Extens Flg W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) (k/in) (k/in) GOND Main Web Web to Splice Plate ROOF BEAM SIDE DESCRIPTION OUTER 2 Main Stiffener Stiffener to Inner Flg Stiffener to Web Plate INNER 2 Main Stiffener Stiffener to Inner Flg Stiffener to Web Plate ROOF BEAM SIDE DESCRIPTION 1/8" 1/8" 0.54 0.12 5.50 0.100 1 W E L D I N F O R M A T I O N F L A N G E P L A T E S W E L D I N F O R M A T I O N FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND 1/8" 1/8" 1/8" 0.74 5.57 0.133 1 0.16 1.86 0.089 1 1/8" 1/8" 0.55. 7.42 0.075 12 1/8" 0.32 1.86 0.177 1 W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side (k/in) (k/in) (k/in) COND Main Web Web to Inner Flange 17.000" 1/8" 1/8" 1.04 0.66 5.16 0.239 1 S P L I C E D E S I G N - A P P L I E D L O A D'S S U M M A R Y DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 25 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 TYPE : Ridge SUBTYPE : O/I Extens - Comp BM ----------------------------------------------------------------------------------------------------------------------------------- TOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO CATEGORY (kips) (kips) (in -k) FACTOR STRENGTH ------------------------------------------------------ ------ -------- -50% MOMENT CAPACITY Std Des 0.00 0.00 -279.15 1.00 N +50% MOMENT CAPACITY Std Des 0.00 0.00 279.15 1.00 N 1 DL + LL Std Des 1.11 -0.09 96.85 1.00 N 2 DL + WLL Std Des -0.20 -0.22 -14.46 1.33 N 3 DL + WLR Std Des -0.16 0.27 -14.46 1.33 N 4 DL + EQL/1.4 Std Des 0.21 -0.09 19.64 1.33 N 5 DL + EQR/1.4 Std Des 0.22 0.06 19.64 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -1.19 0.11 -48.37 1.33 N 13 DL + EWS Std Des -1.19 0.11 -48.37 1.33 N 14 REQ Std Des 0.00 0.00 0.00 1.33 N P A R T D I M E N S I O N S Left . Right Roof Beam Roof Beam Dimensions at Connection Flg. to Flg. Dimension 12.000" 12.000" Part Slope 1.000 TO 12 1.000 TO 12 Conn. Plate Angle (Degrees) 4.764 4.764 Adjacent Depth Change Information Distance to Depth Change 15'- 0.000" 151- 0.000" Flg. to Flg. Dimension 12.000" 12.000" Adj. P1. Angle (Degrees) 0.000 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 10/12/01 CADDS TIME: 03:54 lPM PAGES 26 -----------------------------------------------------------------------------------------------------------------------=----------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm ----------------------------------------------------------------------------------------------------------------------------------- PLATE TYPE PART NUMBER ORIENTATION PLATE WIDTH PLATE LENGTH PLATE THICKNESS PLATE YIELD STRESS PLATE OFFSET DESIGN STRESS RATIO CONTROLLING GOND. CONTROLLING LOCATION BOLT DIAMETER BOLT TYPE WASHERS BOLT # BOLTS ROW IN ROW S P L I C E P L A T E BOTH SIDES STANDARD 0042866 NORMAL 6.000" 16.750" 0.375" 55.00 KSI 2.375" 0.989 -500 Side 1 Outer Flg 2 B O L T I N F O R M A T I O N 0.625" BOLT GAGES - INNER: 2.750" A325 NO DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM EDGE PREV ROW ROW IN ROW EDGE PREV ROW 1.125" INNER 1 2 1.125" S P L I C E D E S I G N - B O L T' L O A D S / A L L O W A B L E S DATE: 10/12/01 CADDS TIME: ----------------------------------------------------------------------------------------------------------------------------------- 03:54 PM PAGES 27 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 05 TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm B 0 L T L 0 A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) LEFT ROOF BEAM SIDE -509. 10.767 0.000 0.000 21.000 35.095 44.000 +500 0.000 10.800 0.000 21.000 35.205 44.000 1 0.000 3.513 0.000 21.000 11.451 44.000 2 0.595 0.000 0.195 27.992 1.941 58.650 3 0.595 0.000 0.206 27.992 1.941 58.650 4 0.000 0.714 0.055 27.992 2.328 58.651 5 0.000 0.714 0.066 27.992 2.129 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 2.120 0.000 0.010 27.992 6.912 58.651 13 2.120 0.000 0.010 27.992 6.912 58.651 14 Total Section is in Compression 0.000 27.992 0.000 58.651 B 0 L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) RIGHT ROOF BEAM SIDE -50% 10.767 0.000 0.000 21.000 35.095 44.000 +50% 0.000 10.800 0.000 21.000 35.205 44.000 1 0.000 3.513 0.000 21.000 11.451 44.000 2 0.595 0.000 0.195 27.992 1.941 58.650 3 0.595 0.000 0.206 27.992 1.941 58.650 4 0.000 0.714 0.055 27.992 2.328 58.651 5 0.000 0.714 0.066 27.992 2.329 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design.. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Toad Combination - Does not apply to this Splice Type. 12 2.120 0.000 0.010 27.992 6.912 58.651 13 2.120 0.000 0.010 27.992 6.912 58.651 14 Total Section is. in Compression 0.000 27.992 0.000 58.651 OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 +- 2.750"-+ -+---------+--- ---------------------------=- ---+- 1.125" 2.375" 2.375" -+--- o 0 _1_ _I_ 14.! i00" 12.042" 1.125" -+------------- FFFFFFFFFFFFFFFFFFFFFFF W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF. 0 0 12.1 OUTSIDE FLANGE 0.250 X 5.000 )42" MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 10/12/01 CADDS TIME: 03:54 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGES 28 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC .97 1.000 TO 12 SPLICE # 05 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm SPLICE PLATE 0042866 LEFT ROOF BEAM SIDE -->I<-- RIGHT ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 6.000" X 16.750" X 0.375" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 +- 2.750"-+ -+---------+--- ---------------------------=- ---+- 1.125" 2.375" 2.375" -+--- o 0 _1_ _I_ 14.! i00" 12.042" 1.125" -+------------- FFFFFFFFFFFFFFFFFFFFFFF W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF. 0 0 12.1 OUTSIDE FLANGE 0.250 X 5.000 )42" MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 LEFT ROOF BEAM SIDE OUTER 2 Main Flange INNER 2 Main Flange RIGHT ROOF BEAM SIDE OUTER 2 Main Flange INNER 2 Main Flange DESCRIPTION LEFT ROOF BEAM SIDE Main Web RIGHT ROOF BEAM SIDE Main Web LEFT ROOF BEAM SIDE DESCRIPTION OUTER 2 Main Flange Flange to Splice Plate INNER 2 Main Flange Flange to Splice Plate 0.250 S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N 14.77 DATE: 10/12/01 0.524 -50% 0.250 X 5.000 CADDS TIME: 03:54 PM ----------------------------------------------------------------------------------------------------------------------------------- 33.00 14.72 49.50 0.525 +50% 0.250 PAGES 29 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 14.77 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia 33.00 14.72 (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) W E B DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ridge SUBTYPE O/I Extens - Comp Bm ------------------- PART NO. F L A N G E P L A T E S -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. ACT. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD Inches -------------- T X W X L EDGE ACT. ALLOW ACT. ALLOW COND 0.120 -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) 33.00 LEFT ROOF BEAM SIDE OUTER 2 Main Flange INNER 2 Main Flange RIGHT ROOF BEAM SIDE OUTER 2 Main Flange INNER 2 Main Flange DESCRIPTION LEFT ROOF BEAM SIDE Main Web RIGHT ROOF BEAM SIDE Main Web LEFT ROOF BEAM SIDE DESCRIPTION OUTER 2 Main Flange Flange to Splice Plate INNER 2 Main Flange Flange to Splice Plate 0.250 X 5.000 2.375 17.29 33.00 14.77 49.50 0.524 -50% 0.250 X 5.000 2.333 17.34 33.00 14.72 49.50 0.525 +50% 0.250 X 5.000 2.375 17.29 33.00 14.77 49.50 0.524 -50% 0.250 X 5.000 2.333 17.34 33.00 14.72 49.50 0.525 +50% W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) 0.120 0.18 29.33 0.00 33.00 14.25 49.50 0.287 +50% 0.120 0.18 29.33 0.00 33.00 14.25 49.50 0.287 +50% W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND YES 3/16" 3/16" 4.42 8.25 0.536 -50% YES 3/16" 3/16" 4.44 8.25 0.538 +50% Main Web Web to Splice Plate RIGHT ROOF BEAM SIDE DESCRIPTION OUTER 2 Main Flange Flange to Splice Plate INNER 2 Main Flange Flange to Splice Plate RIGHT ROOF BEAM SIDE DESCRIPTION 0.02 2.47 0.008 3 W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL --------=---------- WELD SIZE -------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND YES 3/16" 3/16" 4.42 8.25 0.536 -50% YES 3/16" 3/16" 4.44 8.25 0.538 +50% W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side . Far Side (k/in) (k/in) (k/in) I COND Main Web Web to Splice Plate 1/8" 0.02 2.47 0.008 3 S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 10/12/01 CADDS TIME: 03:54 PM -------------------------- ---------------------- PAGE:S 30 ORDER # 077585 ---=- BUILDER - NORTH VALLEY READY -------------------------------------------------- BUIL BLDR ORDER # 01-63 ---------------------------- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 1 DESCRIPTION EWDS 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm W E L D I N F O R M A T I O N LEFT ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- (MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD `Near S. Far S. Near Side Far Side Win) Win) Win) GOND Main Web Web to Splice Plate RIGHT ROOF BEAM SIDE DESCRIPTION OUTER 2 Main Flange Flange to Splice Plate INNER 2 Main Flange Flange to Splice Plate RIGHT ROOF BEAM SIDE DESCRIPTION 0.02 2.47 0.008 3 W E L D I N F O R M A T I O N F L A N G E P L A T E S FULL --------=---------- WELD SIZE -------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND YES 3/16" 3/16" 4.42 8.25 0.536 -50% YES 3/16" 3/16" 4.44 8.25 0.538 +50% W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET ------------ PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side . Far Side (k/in) (k/in) (k/in) I COND Main Web Web to Splice Plate 1/8" 0.02 2.47 0.008 3 S P L I C E D E S I G N DATE: 10/12/01 CADDS TIME: 03:54 PM ----------------=------------------------------------------------------------------------------------------------------------------ PAGE:S 31 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND)' (CODE/YEAR) (SLOPE) DESIGN SYSTEM ----------------------------------------------------------------------------------------------------------------------------------- FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 OV07176 02 Full Optimization Design w/ Combined Welds S P L I C E D E S I G N - C O V E R S H E E T DATE: 10/12/01 CADDS TIME: ---------------------------------------------------------------------------------------------7------------------------------------- 03:54 PM PAGE:S 32 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63- BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN ----------------------------------------------------------------------------------------------------------------------------------- SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 RUN OPTIONS AND INFORMATION SOURCING PLANT 04 - VISALIA QUANTITY OF LIKE FRAMES 01 STRESS RATIO LIMIT 1.030 REPORTS SELECTED COVER SHEET BOLT LOADS / ALLOWABLES SIGN CONVENTIONS LAYOUT SKETCH APPLIED LOADS SUMMARY FLANGE / WEB PLATE INFORMATION PART DIMENSIONS WELD INFORMATION BOLTS / SPLICE PLATE INFORMATION SPLICES SELECTED SPL MEMB SEQ Connection GROUP INFORMATION ASSEMBLY INFORMATION NUM NUM NUM Description I NUM Connection Plate Opt I NUM Stiffener Opt Weld Opt --- --- ----------------------- + ------------------------------- +------- ------------------- ------------------------ 1 01 1 Pinned Base Plate 10 Analysis Only OV07174 01 Full Optimization Design w/ Combined Welds 2 01 2 Knee Splice 11 Optimization w/ Std Plates OV07174 02 Full Optimization Design w/ Combined Welds OV07176 01 Full Optimization Design w/ Combined Welds 3 04 1 Pinned Base Plate 10 Analysis Only OV07174 01 Full Optimization Design w/ Combined Welds 4 04 2 Knee Splice 11 Optimization w/ Std Plates OV07174 02 Full Optimization Design w/ Combined Welds OV07176 01 Full Optimization Design w/ Combined Welds 5 02 1 Ridge 12 Optimization w/ Std Plates OV07176 02 Full Optimization Design w/ Combined Welds OV07176 02 Full Optimization Design w/ Combined Welds S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 10/12/01 CADDS TIME: 03:54 PM PAGES 33 -------------------------------------------------------------------------------------------------=-=---------------=--------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 5307 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts ----------------------------------------------------------------------------------------------------------------------------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR X SHEAR Y STRESS MEMBER NO CATEGORY (kips) (kips) (kips) FACTOR STRENGTH ------------------------------------------= ---------- ------ -------- 1 DL + LL Std Des 7.13 -2.64 0.00 1.00 N 2 DL + WLL Std Des -2.05 2.35 0.00 1.33 N 3 DL + WLR Std Des -0.91 -0.88 0.00 1.33 N 4 DL + EQL/1.4 Std Des 1.00 -0.20 0.00 1.33 N 5 DL + EQR/1.4 Std Des 1.27 -0.61 0.00 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.SOEQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns Category 2 Load Combination - Does not apply to this Splice Type. 11 DL +2.80EQR Conns Category 2 Load Combination - Does not apply to this Splice Type. 12 DL + EWP Std Des -1.52 -1.70 0.00 1.33 N 13 REQ Std Des 0.00 -0.45 0.00 1.33 N P A R T D I M E N S I O N S Column Dimensions at Connection Flg. to Flg. Dimension 8.000" Offset from Structure Line 8.000" Adjacent Depth Change Information Distance to Depth Change 81- 5.625" Flg. to Flg. Dimension 12.000" Adj. P1. Angle (Degrees) 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 34 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 - BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 TYPE ----------------------------------------------------------------------------------------------------------------------------------- : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts S P L I C E P L A T E PLATE TYPE STANDARD PART NUMBER 0044051 ORIENTATION NORMAL PLATE WIDTH 9.000" PLATE LENGTH 9.000" PLATE THICKNESS 0.500" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.500" DESIGN STRESS RATIO 0.160 CONTROLLING GOND. 1 CONTROLLING LOCATION Cat. 2 Compression B O L T I N F O R M A T I O N BOLT DIAMETER 0.750" BOLT GAGES - INNER: 4.000" BOLT TYPE A307 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 2.500" INNER 1 2 2.500" C O N C R E T E S T R E S S E S MIN. DESIGN FOOTING SIZE 121.000 ( In**2 ) CONCRETE STRENGTH 3.000 KSI CONTROLLING LOAD GOND. NUMBER 1 ACTUAL ULTIMATE CONCRETE STRESS 0.141 KSI FACTORED ULT. ALLOW. CONCRETE STRESS 1.870 KSI CONCRETE STRESS RATIO 0.075 S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 35 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 ' BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE 1 Total Section is in Compression 0.000 10.000 0.000 20.000 2 0.513 0.513 1.332 13.329 1.162 26.659 3 0.226 0.227 0.495 13.329 0.514 26.659 4 Total Section is in Compression 0.000 13.329 0.000• 26.659 5 Total Section is in Compression 0.000 13.329 0.000 26.659 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. • 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 0.379 0.379 0.960 13.329 0.859 26.659 13 Total Section is in Compression 0.254 13.329 0.000 26.659 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 36 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts ----------------------------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0044051 COLUMN BOLTS: 0.750" DIA A307 NO WASHERS 9.000" X 9.000" X 0.500" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 0.500" ----+---------+--- 2.500" 4.1 Z611136 8.500" 2.500" INSIDE FLANGE 0.250 X 5.000 -+--------- +- 4.000"-+ FFFFFFFFFFFFFFFFFFFFFFF W o W 0 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W w W W W W W o W o W FFFFFFFFFFFFFFFFFFFFFFF ----------------------------- S•P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N I N F O R M A T I O N DATE: 10/12/01 W E B P L A T E S CADDS ------------------------- TIME: 03:54 PM ----------------------------------------------------------------------------------------------------------------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- PAGES 37 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 01 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Pinned Base Plate SUBTYPE : No Ext SW Pin - S Nuts F L A N G E P L A T E S -----------.MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Main Flange 0.250 X 5.000 0.500 0.44 43.99 2.10 49.50 0.041 1 INNER 1 Main Flange 0.250 X 5.000 0.500 0.44 43.99 2.10 49.50 0.041 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW -_ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Main Web 0.120 2.93 22.00 1.06 43.99 2.10 49.50 0.133 1 W E L D I -N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face (k/in) (k/in) (k/in) COND OUTER 1 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate COLUMN SIDE DESCRIPTION Main Web Web to Splice Plate 1/8" 0.11 3.71 0.030 2 1/8" 1 0.11 3.71 0.030 2 W E L D I N F O R M A T I O N W E B P L A T E S ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND 1/8" 1/8" 0.35 3.71 0.095 1 Dimensions at Connection Outside Hammerhead Dimension Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Offset from Structure Line Main Flange Dimensions Outer Flange Width' Thickness Inner Flange Width Thickness Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) P A R T D I M E N S I O N S Column Roof Beam 7.875" S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y 0.000 DATE: 10/12/01 5.000" 0.250" 5.000" CADDS TIME: 03:54 PM 13'- 4.997" 8.000" 12.000" 0.000 0.000 PAGE:S 38 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE -------------------------------------------------------------------------------------------------------=--------------------------- # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO ---- -------------------- CATEGORY -------- (kips) ------- (kips) (in -k) --------------- FACTOR STRENGTH ------ -------- -50% MOMENT CAPACITY Std Des 0.00 0.00 -279.15 1.00 N +50% MOMENT CAPACITY Std Des 0.00 0.00 279.15 1.00 N 1 DL + LL Std Des 7.05 -2.64 -253.63 1.00 N 2 DL + WLL Std Des -2.16 0.66 146.73 1.33 N 3 DL + WLR Std Des -1.01 0.18 -35.83 1.33 N 4 DL + EQL/1.4 Std Des 0.92 -0.22 -18.94 1.33 N 5 DL + EQR/1.4 Std Des 1.18 -0.59 -58.71 1.33 N 6 PDL+0.70PL+2.80EQL Axial C Category 3 Load Combination - Does not apply to Splice Design. 7 PDL+0.70PL+2.80EQR Axial C Category 3 Load Combination - Does not apply to Splice Design. 8 0.85PDL + 2.80EQL Axial T Category 4 Load Combination - Does not apply to Splice Design. 9 0.85PDL + 2.80EQR Axial T Category 4 Load Combination - Does not apply to Splice Design. 10 DL +2.80EQL Conns 0.54 0.32 38.51 1.70 Y 11 DL +2.80EQR Conns 1.56 -1.13 -116.16 1.70 Y 12 DL + EWP Std Des -1.59 1.11 51.67 1.33 N 13 REQ Std Des 0.00 0.00 0.00 1.33 N Dimensions at Connection Outside Hammerhead Dimension Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Offset from Structure Line Main Flange Dimensions Outer Flange Width' Thickness Inner Flange Width Thickness Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) P A R T D I M E N S I O N S Column Roof Beam 7.875" 12.000" 12.000" 1.000 TO 12 0.000 0.000 8.000" 0.125" 5.000" 0.250" 5.000" 0.250" 8'- 5.625" 13'- 4.997" 8.000" 12.000" 0.000 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 39 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 --------------------------------=-------------------------------------------------------------------------------------------------- TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz S P L I C E P L A T E BOTH SIDES PLATE TYPE STANDARD PART NUMBER 0042869 ORIENTATION REVERSED PLATE WIDTH 6.000" PLATE LENGTH 21.000" PLATE THICKNESS 0.375" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 0.000" DESIGN STRESS RATIO 0.439 CONTROLLING GOND. +50% CONTROLLING LOCATION Side 2 Inner Row 1 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.625" INNER 2 2 5.500" 3.000" OUTER 2 2 6.625" 5.000" INNER 1 2 2.500" W E B S H E A R NO STIFFENERS ARE REQUIRED FOR WEB SHEAR S P L I C E D E S I G N - B O L T L O A D S / A L L O W A B L E S DATE: 10/12/01 CADDS TIME: 03:54 PM PAGES 40 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE ----------------------------------------------------------------------------------------------------------------------------------- # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ---------------------- -------- (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE -500 5.661 3.184 0.000 0.000 0.000 21.000 18.452 44.000 +500 0.000 0.429 3.589 4.657 0.000 21.000 15.180 44.000 1 4.617 2.314 0.000 0.000 1.074 21.000 15.049 43.942 2 0.000 0.379 2.247 2.878 0.270 27.992 9.383 58.649 3 0.807 0.496 0.000 0.000 0.072 27.992 2.631 58.651 4 0.317 0.142 0.000 0.000 0.088 27.992 1.034 58.651 5 1.101 0.572 0.000 0.000 0.240 27.992 3.590 58.649 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 0.000 0.022 0.406 0.536 0.130 23.204 1.749 56.099 11 2.237 1.195 0.000 0.000 0.460 23.204 7.291 56.091 12 0.000 0.193 0.930 1.179 0.453 27.992 3.843 58.644 13 Total Section is in Compression 0.000 27.992 0.000 58.651 B O L T L O A D S / A L L O W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) ROOF BEAM SIDE -500 5.097 2.959 0.000 0.000 0.000 21.000 16.615 44.000 +509.' 0.000 0.312 3.555 4.651 0.000 21.000 15.160 44.000 1 3.989 2.056 0.000 0.000 1.074 21.000 13.003 43.942 2 0.000 0.325 2.233 2.878 0.270 27.992 9.381 58.649 3 0.755 0.479 0.000 0.000 0.072 27.992 2.461 58.651 4 0.265 0.121 0.000 0.000 0.088 27.992 0.866 58.651 5 0.962 0.515 0.000 0.000 0.240 27.992 3.138 58.649 6 Category 3 -Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 0.000 0.003 0.400 0.534 0.130 23.204 1.743 56.099 11 1.974 1.087 0.000 0.000 0.460 23.204 6.437 56.091 12 0.000 0.176 0.926 1.179 0.453 27.992 3.844 58.644 13 Total Section is in Compression 0.000 27.992 0.000 58.651 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 10/12/01 CADDS TIME: 03:54 PM PAGES 41 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 TYPE : Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz ----------------------------------------------------------------------------------------------------------------------------------- SPLICE PLATE 0042869 REVERSED COLUMN SIDE-->I<-- ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 6.000" X 21.000" X 0.375" +- 2.750"-+ -+---------+-------------------------------- ---+- OUTER HAMMERHEAD FLANGE 0030924 1.625" I HFHFHFHFHFHEFEFEFEFEFEF END FLANGE 0.375 X 7.000 X 6.000 W 0.375 X 6.000 X 10.125 -+--- 0 W o 7.875" W OUTER HAMMERHEAD GUSSET 0030925 5.000" W 0.250 X 7.500 X 6.000 X 10.000 W -+--- 0 W o _ W OUTSIDE FLANGE FFFFFFFFFFFF 0.250 X 5.000 W W W W W W W W W W W 21.000" 8.875" W MAIN WEB W 0.120 W 12.000" W MAIN WEB W 0.120 W W W W W W W W W -+--- 0 W o W 3.000" W W -+--- o W o 2.500" W INSIDE FLANGE I_ FFFFFFFFFFFFMSMSMSMSMSM_ MAIN STIFFENER 0.250 X 5.000-+------------------------------------------ 0.250 X 2.500 X 11.375 NS/FS S P L I C E D E S I G N - 0.91 F L A N G E A N D W E B P L A T E I N F O R M A T I O N 2.78 0.236 DATE: 10/12/01 YES 3/16" 3/16" 1.10 8.25 0.133 +50% CADDS TIME: 03:54 PM PAGES 42 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 TYPE :. ----------------------------------------------------------------------------------------------------------------------------------- Ext Col - Roof Beam Knee SUBTYPE : 2 Row Outer Hmhd - Horiz F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE OUTER 1 Hammerhead Flange 0030924 0.375 X 7.000 X 6.000 0.000 2.33 33.00 6.07 49.50 0.123 +50% OUTER 3 Main Flange 0.250 X 5.000 7.875 2.56 33.00 0.00 49.50 0.078 -50% INNER 1 Main Flange 0.250 X 5.000 1.125 4.30 33.00 12.15 49.50 0.245 1 ROOF BEAM SIDE OUTER 1 End Flange 0.375 X 6.000 X 10.125 0.000 2.12 33.00 6.65 49.50 0.134 +50% INNER 1 Main Stiffener 0.250 X 2.500 X 11.375 0.000 1.23 33.00 11.25 49.50 0.226 1 W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW GOND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) COLUMN SIDE Outer Hammerhead Gusset 0030925 0.250 X 7.500 X 6.000 X 10.000 10.62 22.00 7.25 33.00 5.85 49.50 0.483 +50% Main Web 0.120 1.87 22.00 15.75 33.00 11.96 49.50 0.476 +50% ROOF BEAM SIDE Main Web 0.120 12.60 15.15 18.25 33.00 11.41 49.50 0.832 +50% W E L D I N F O R M A T I O N COLUMN SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 Hammerhead Flange Flange to Splice Plate OUTER 3 Main Flange Flange to Splice Plate INNER 1 Main Flange Flange to Splice Plate 3/16" 0.91 4.18 0.218 -50% 1/8" 0.65 2.78 0.236 -50% YES 3/16" 3/16" 1.10 8.25 0.133 +50% DATE: 10/12/01 CADDS TIME: 03:54 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGES 43 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 02 TYPE ---------------------------- ------------------------------------------------------------------------------------------------------ Ext Col - Roof Beam Knee SUBTYPE 2 Row Outer Hmhd - Horiz W E L D I N F O R M A T I O N COLUMN SIDE W E B P L A T E S DESCRIPTION ------=------------------ WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Outer Hammerhead Gusset Gusset to Splice Plate 1/8" 1/8" 1.81 5.57 0.326 -50% Gusset to Hammerhead Flange 3/16" 2.66 2.78 0.954 +50% Gusset to Outer Flange 3/16" 1.92 2.78 0.689 +50% Main Web Web to Splice Plate 1/8" 1/8" 1.89 5.57 0.339 +50% W E L D I N F O R M A T I O N ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 1 End Flange End Flg to Splice P1 3/16" 0.80 4.18 0.194 -50% End Flg to Outer Flg 1/8" 0.00 1.86 0.000 1 INNER 1 Main Stiffener Stiffener to Splice P1 1/8" 0.30 2.78 0.110 +50% Stiffener to Web Plate 1/8" 0.61 1.86 0.333 1 W E L D I N F O R M A T I O N ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) GOND Main Web Web to Splice Plate 1/8" 1/8" 2.19 1.50 5.10 0.520 +50% Web to End Flange 1/8" 0.55 1.86 0.298 +50% S P L I C E D E S I G N - A P P L I E D L O A D S S U M M A R Y DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 55 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm ----------------------------------------------------------------------------------------------------------------------------------- LOAD DESCRIPTION DESIGN AXIAL SHEAR MOMENT STRESS MEMBER NO CATEGORY (kips) (kips) (in -k) FACTOR STRENGTH ------------------------------------------------------ ------ -------- -50% MOMENT CAPACITY Std Des +50% MOMENT CAPACITY Std Des 1 DL + LL Std Des 2 DL + WLL Std Des 3 DL + WLR Std Des 4 DL + EQL/1.4 Std Des 5 DL + EQR/1.4 Std Des 6 PDL+0.70PL+2.80EQL Axial C 7 PDL+0.70PL+2.80EQR Axial C 8 0.85PDL + 2.80EQL Axial T 9 0.85PDL + 2.80EQR Axial T 10 DL +2.80EQL Conns 11 DL +2.80EQR Conns 12 DL + EWP Std Des 13 REQ Std Des Dimensions at Connection Flg. to Flg. Dimension Part Slope Conn. Plate Angle (Degrees) Adjacent Depth Change Information Distance to Depth Change Flg. to Flg. Dimension Adj. P1. Angle (Degrees) 0.00 0.00 -279.15 0.00 0.00 279.15 2.63 -0.22 231.80 -0.63 -0.53 -50.29 -0.53 0.64 -50.29 0.39 -0.16 36.44 0.41 0.11 36.44 Category 3 Load Combination - Category 3 Load Combination - Category 4 Load Combination - Category 4 Load Combination - Category 2 Load Combination - Category 2 Load Combination - -1.53 0.14 -40.37 0.00 0.00 0.00 1.00 N 1.00 N 1.00 N 1.33 N 1.33 N 1.33 N 1.33 N Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to Splice Design. Does not apply to this Splice Type. Does not apply to this Splice Type. 1.33 N 1.33 N P A R T D I M E N S I O N S Left Right Roof Beam Roof Beam 12.000" 12..000" 1.000 TO 12 1.000 TO 12 4.764 4.764 151- 0.000" 151- 0.000" 12.000" 12.000" 0.000 0.000 S P L I C E D E S I G N - B O L T S / S P L I C E P L A T E DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 56 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63. BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ridge SUBTYPE : O/I Extens - Comp Bm S P L I C E P L A T E BOTH SIDES PLATE TYPE STANDARD PART NUMBER 0042866 ORIENTATION NORMAL PLATE WIDTH 6.000" PLATE LENGTH 16.750" PLATE THICKNESS 0.375" PLATE YIELD STRESS 55.00 KSI PLATE OFFSET 2.375" DESIGN STRESS RATIO 0.989 CONTROLLING COND. -50% CONTROLLING LOCATION Side 1 Outer Flg 2 B O L T I N F O R M A T I O N BOLT DIAMETER 0.625" BOLT GAGES - INNER: 2.750" BOLT TYPE A325 WASHERS NO BOLT # BOLTS DIST FROM DIST FROM BOLT # BOLTS DIST FROM DIST FROM ROW IN ROW EDGE PREV ROW ROW IN ROW EDGE PREV ROW OUTER 1 2 1.125" INNER 1 2 1.125" S P L I C E D E S I G N - B O L T L 0 A D S / A L L O W A B L E S DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 57 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE -----------------------------------------------------------7----------------------------------------------------------------------- # 05 TYPE : Ridge SUBTYPE : 0/I Extens - Comp Bm B 0 L T L O A D S / A L L 0 W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER 3 OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi). LEFT ROOF BEAM SIDE -500 10.767 0.000 0.000 21.000 35.095 44.000 +50% 0.000 10.800 0.000 21.000 35.205 44.000 1 0.000 8.415 0.000 21.000 27.429 44.000 2 2.062 0.000 0.470 27.992 6.723. 58.643 3 2.063 0.000 0.480 27.992 6.724 58.643 4 0.000 1.324. 0.107 27.992 4.318 58.651 5 0.000 1.325 0.117 27.992 4.319 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 1.886 0.000 0.010 27.992 6.149 58.651 13 Total Section is in Compression 0.000 27.992 0.000 58.651 B O L T L O A D S / A L L 0 W A B L E S LOAD OUTER EDGE INNER EDGE SHEAR TENSION NO OUTER 1 OUTER 2 OUTER S OUTER 4 INNER 4 INNER 3 INNER 2 INNER 1 fv Act. Fv All. ft Act. Ft All. ------------------------------ (Kips per Bolt) ------------------------------ (Ksi) (Ksi) (Ksi) (Ksi) RIGHT ROOF BEAM SIDE -50% 10.767 0.000 0.000 21.000 35.095 44.000 +509. 0.000 10.800 0.000 21.000 35.205 44.000 1 0.000 8.415 0.000 21.000 27.429 44.000 2 2.062 0.000 0.470 27.992 6.723 58.643 3 2.063 0.000 0.480 27.992 6.724 58.643 4 0.000 1.324 0.107 27.992 4.318 58.651 5 0.000 1.325 0.117 27.992 4.319 58.651 6 Category 3 Load Combination - Does not apply to Splice Design. 7 Category 3 Load Combination - Does not apply to Splice Design. 8 Category 4 Load Combination - Does not apply to Splice Design. 9 Category 4 Load Combination - Does not apply to Splice Design. 10 Category 2 Load Combination - Does not apply to this Splice Type. 11 Category 2 Load Combination - Does not apply to this Splice Type. 12 1.886 0.000 0.010 27.992 6.149 58.651 13 Total Section is in Compression 0.000 27.992 0.000 58.651 OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 +- 2.750"-+ -+---------+--- ----------------------------- ---+- 1.125" 2.375" 2.375" -i--- _I — 0 0 — I_ 12.042" 14.500" 1 1.125" 1 -+------------- FFFFFFFFFFFFFFFFFFFFFFF W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF 0 0 12.1 OUTSIDE FLANGE 0.250 X 5.000 142" MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 S P L I C E D E S I G N - L A Y O U T S K E T C H DATE: 10/12/01 CADDS TIME: 03:54 PM PAGE:S 58 ----------------------------------------------------------------------------------------------------------------------------------- ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 ----------------------------------------------------------------------------------------------------------------------------------- TYPE Ridge SUBTYPE O/I Extens - Comp Bm SPLICE PLATE 0042866 LEFT ROOF BEAM SIDE -->I<-- RIGHT ROOF BEAM SIDE BOLTS: 0.625" DIA A325 NO WASHERS 6.000" X 16.750" X 0.375" OUTSIDE FLANGE 0.250 X 5.000 MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 +- 2.750"-+ -+---------+--- ----------------------------- ---+- 1.125" 2.375" 2.375" -i--- _I — 0 0 — I_ 12.042" 14.500" 1 1.125" 1 -+------------- FFFFFFFFFFFFFFFFFFFFFFF W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FFFFFFFFFFFFFFFFFFFFFFF 0 0 12.1 OUTSIDE FLANGE 0.250 X 5.000 142" MAIN WEB 0.120 INSIDE FLANGE 0.250 X 5.000 S P L I C E D E S I G N - F L A N G E A N D W E B P L A T E I N F O R M A T I O N DATE.. 10/12/01 CADDS TIME: 03:54 PM ------------------------------------------------------------------------------------------------------------------------------------ PAGES 59 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION ' LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 ----------------------------------------------------------------------------------------------------------------------------------- TYPE : Ridge SUBTYPE : 0/I Extens - Comp Bm F L A N G E P L A T E S ----------- MAXIMUM STRESSES ----------- LOCATION DESCRIPTION PART NO. SIZE DIST FROM - TENSION - COMPRESSION CSR LOAD T X W X L EDGE ACT. ALLOW ACT. ALLOW COND -------- Inches --------- (In.) (Ksi) (Ksi) (Ksi) (Ksi) LEFT ROOF BEAM SIDE OUTER 2 Main Flange 0.250 X 5.000 2.375 17.29 33.00 14.77 49.50 0.524 -50% INNER 2 Main Flange 0.250 X 5.000 2.333 17.34 33.00 14.72 49.50 0.525 +50t RIGHT ROOF BEAM SIDE OUTER 2 Main Flange 0.250 X 5.000 2.375 17.29 33.00 14.77 49.50 0.524 -50% INNER 2 Main Flange 0.250 X 5.000 2.333 17.34 33.00 14.72 49.50 0.525 +50% W E B P L A T E S ------------------ MAXIMUM STRESSES ------------------- DESCRIPTION PART NO. SIZE -- SHEAR --- - TENSION - COMPRESSION CSR LOAD T X W X OL X IL ACT. ALLOW ACT. ALLOW ACT. ALLOW COND ------------- Inches -------------- (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) (Ksi) LEFT ROOF BEAM SIDE Main Web 0.120 0.41 29.33 0.00 33.00 14.25 49.50 0.287 +50% RIGHT ROOF BEAM SIDE Main Web 0.120 0.41 29.33 0.00 33.00 14.25 49.50 0.287 +50% W E L D I N F O R M A T I O N LEFT ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL ------=------------ WELD SIZE ------------------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ------------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 4.42 8.25 0.536 -50% INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 4.44 8.25 0.538 +50% Main Web Web to Splice Plate 1/8" 0.05 2.47 0.020 3 S P L I C E D E S I G N - W E L D I N F O R M A T I O N DATE: 10/12/01 CADDS TIME: 03:54 PM ----------------------------------------------------------------------------------------------------------------------------------- PAGE:S 60 ORDER # 077585 BUILDER - NORTH VALLEY READY BUIL BLDR ORDER # 01-63 BLDR ACCOUNT # 20-04-007-90 BLDR CONTACT - JESSICA HOPPER BLDR PHONE # 530- 34-5 72 PROJ NAME - FRANK SAKELY ENGR GRP - Visalia (TYPE) (WIDTH) (HEIGHT) (LIVE) (WIND) (CODE/YEAR) (SLOPE) DESIGN SYSTEM FRAME # 2 DESCRIPTION LRF 30'-0" 10'-4" 20 PSF 80 MPH UBC 97 1.000 TO 12 SPLICE # 05 TYPE : Ridge ----------------------------------------------------------------------------------------------------------------------------------- SUBTYPE : 0/I Extens - Comp Bm W E L D I N F O R M A T I O N LEFT ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 0.05 2.47 0.020 3 W E L D I N F O R M A T I O N RIGHT ROOF BEAM SIDE F L A N G E P L A T E S DESCRIPTION FULL ------------------- WELD SIZE -------=----------- -------- MAXIMUM STRESSES -------- STRENGTH ---- FILLET ---- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Out Face In Face Out Face In Face Win) Win) Win) COND OUTER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 4.42 8.25 0.536 -50% INNER 2 Main Flange Flange to Splice Plate YES 3/16" 3/16" 4.44 8.25 0.538 +50% W E L D I N F O R M A T I O N RIGHT ROOF BEAM SIDE W E B P L A T E S DESCRIPTION ------------------------- WELD SIZE ------------------------- -------- MAXIMUM STRESSES -------- - LENGTH - ---- FILLET --- --------- PENETRATION --------- TENSION SHEAR ALLOW CSR LOAD Near S. Far S. Near Side Far Side Win) Win) Win) COND Main Web Web to Splice Plate 1/8" 0.05 2.47 0.020 3 MANUFACTURER: Butler Manufacturing BUILDING NO: D01-077585 BUILDING LINES: GRIDLINE 2 CLIENT: NVBS LOCATION: BUTTE COUNTY, CA REACTIONS: 100% STRESS LEVEL H LINE A V H V DL 0.40 1.1 CL 0.40 0.81 LL 2.23 6.00 WLL -2.76 -3.19., WLR 0.47 / -2.03 IP � ^�`j ^ ^ O N K Fs = IS KSI Q �[ EQ -0.29 -0.18 ' SLL 1.12 4.61 SLR 1.12 1.39 0.9 1.29 -2.61 1.29 -2.61 �nCRI 0.00 -0.32 100% STRESS LEVEL MAXIMUM 2.63 7.13 MINIMUM 0.40 0.81 133% STRESS LEVEL PER FOOT IN EXCESS OF 1 MAXIMUM 1.69 0.95 MINIMUM -2.36 -2.06 0.00 0.00 0.00 0.00 0.00 0.00 4 0.00 0.00 �-5-yOc0 MATERIALS AND ALLOWABLE STRESSES: Q /- Z %,? 3 SOIL: BASE BEARING CAP: 1.0 KSF BUTTE COUN" WIDTH INCREASE: 0% PER FOOT IN EXCESS OF 1 DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' WILDING DEPARTMEN° CONCRETE: Fc = WT= 2.5 � 0.15 KSI @ 28 DAYS KCF � ^�`j ^ ^ O N K Fs = 20 KSI Q �[ REINFORCING: DESIGN CONSTANTS: N= 10 J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) RF1 SLAB: SLAB THICKNESS: T = 4 INCHES SLAB REINFORCING: WWM @ 6 IN. O.C. As = 0.028 SQ. IN. / FT. WEIGHT OF SLAB TO RESIST UPLIFT: SLAB Mr = 133% x Fs x As x T/2 x J/12 = 0.112 K- FT SLAB WT = 0.050 KSF EFFECTIVE SLAB WIDTH = SQRT(2 x Mr / WT 2.12 FT EFFECTIVE SLAB WEIGHT = WIDTH x Wt = 0.106 K /LF SIUZWA br=12" INE d�= a2Ilse . X REINFQI3CING TOP- #4t TOTAL; OF 1; TQP A&= BOTTOM` TO '' - O 1 00-11 As-'= 0 ; S . IN COMBINED WEIGHT OF PERMITER AND SLAB TO RESIST UPLIFT: FOOTING WT = Wf = 0.150 KLF SLAB WT = Ws = 0.106 KLF TOTAL WT = Wf + Ws = 0.256 PERIMETER Mr = 133% x FsxTOP Asx(d-2")xj/12= EFFECTIVE PERIMETER L = SORT ( 2 x Mr / WT) = 4.00 K -FT v 5.59 FT FOR 2 -SIDES - TOTAL WT = 2 x L x TOTAL WT = 2.86 K RjpJD,Fff� 6= 28 JN: dfd-r 1g;11, L= 36: 4$ s1= �0, IHS T- REINFORCING; TOP',• #45 TOTALS OF 4E TOpAg zi 0.$0: 'it TOTAL"OF° 4BOT-'s== " 0.80.- Sty, IN: WEIGHT: FOOTING' 1.58 K SLAB AT FOOTING = 0.32 OVERBURDEN @ 120 PCF = 0.00 PERIMETER FOOTING AND SLAB = 2.86. TOTAL DEAD WEIGHT = 415 K UPLIFT: SIDE 100% 133%1 GOVERN LEFT 0 -2.06 6 2.0 RIGHT 01 01 0+ BEARING: AREA = 7.00 SQ. FT. INCREASE IN BEARING FOR WIDTH = 0% INCREASE IN BEARING FOR DEPTH = 0% ALLOWABLE SOIL PRESSURE = 1.00 KSF @100% 1.33 KSF @ 133% LOADS: SIDE 1 100% 133% SP 100% SP @ 133% LEFT 1 7.131 0.95 1.02 KSF 1 0.14 KSF O RIGHT I ol 0 0.00 KSF 0.00 KSF OW ERROR,L't'O,K'Q;•L w IT 61K: T RF2 0 3/Z BENDING STRESSES IN CONCRETE AND REINFORCING: CANTILEVER FOOTING LENGTH = L/2 = 1.50 FT POSITIVE MOMENT = SP x W x L"2/2 = 2.67 K -FT @ 100% P = 0.19% K = 0.1952 J= 0.9349 fs = 2.9 KSI FS = 20 OK fc = 56 PSI fc = 1125 OK NEGATIVE MOMENT DUE TO PERMITER FTG = 2.15 K -FT MOMENT DUE TO FOOTING WT = 0.59 K -FT TOTAL NEG. MOMENT = P = 0.19% K = 0.1952 2.74 K -FT J = 0.9349 fs = 2.9 KSI FS = 20 O fc = 57 PSI fc = 1125�.k HAIRPIN ANGLE AT TO SIDEWALL = 45 DEG TENSION TO SLAB: SIDE 1 100% 133% GOVERNS LEFT1 2.63 1.69 1 2.63 RIGHT 0 0 0.00 REQ'D As = 0.19 SQ IN TOTAL = 0.09 SQ IN/LEG STEEL: #4 TOTAL OF 1 —> As = 0.20 O REQ'D SPREAD FOR SLAB TO TIE FRAMES = 4.7 FEET TOTAL REQUIRED HAIRPIN LENGTH = 6.64 FEET RF3 r' ANCHOR BOLT STRENGTH DESIGN CALCULATION PER UBC 1923.3 Fc = 2500 PSI LAMBDA= 1.0 (NORMAL WT CONCRETE) PHI = 0.65 Fs = 60 KSI (A-307 BOLTS) APPROXIMATE LOAD FACTORS DEAD LOAD'+ LIVE LOAD FACTOR <=1.7 X 2 = 3.4 DEAD LOAD + WIND LOAD FACTOR <=.75 X 1.4 X 2 = 2.1 r DIIAM M7, �FULI�sA REA"li:1 1044 ` !INC EES �: 4SQTINt(USEDyF,O�;CONC�2ETEd$Tf�E1�C�TH)� 00 T ARI?A� 0 302 �,FOR4STEL STENGTH)) q -R ,. i mak} - ' NOl BOETSliflt' IUIaISOF 2f BOLS �, TOTALa T s ,MBEE ME �hd� '. • rtNCHE5, '' n GAGE ; '�4 N§C 1 5 ; EDGE D1ST� r STEEL: Ps = 16.3 K / BOLT = 65.2 KIPS TOTAL Vs = 13.6 K / BOLT = 54.4 1. / CONCRETE: / As = 670.5 For edge distance >= Embedment At= PITCH x GAGE= 16.0 SQ IN PHI x Pc = 63.1 KIPS PHI x Vc = 11.5 KIPS/BOLT = 23.0 KIPS TOTAL LOADING COMBINATIONS: LEFT SIDE MAXIMUM AT 100% MAX TENSION = 0.00 MAX SHEAR = 2.63 COMBINED CONCRETE = COMBINED STEEL = LEFT SIDE MAXIMUM AT 133% MAX TENSION = 2.06 MAX SHEAR = 2.36 COMBINED CONCRETE = COMBINED STEEL = BRACE BAY AT 133% KIPS X LF = 0.00 =01 KIPS X LF = 8.94 0.23 0.03 `� ..., y ti ✓ KIPS X LF = KIPS X LF = 0.08 0.01 MAX TENSION = 1.00 KIPS X LF = MAX SHEAR = 2.00 KIPS X LF = COMBINED CONCRETE = 0.05 COMBINED STEEL = 0.01 4.33 4.96 2.10 4.20 22 -Oct -2001 10:05 AM RF4 Crandall Engineering SHEET: csJ of P.O. BOX 124 MIDPINES, CA 95345 JOB NO: �r STEEL BUILDING FOUNDATION DESIGN - POST & BEAM ENDWALL MANUFACTURER: BUTLER MANUFACTURING CO. BUILDING NO: D01-077585 BUILDING GRID: 1 (3 SIM) CLIENT: NVBS LOCATION: BUTTE CO, CA Ar♦I+TIA\IC rn^&A 1111 r%lkl^ ■IA\IIICA/PTIICCO -100% STRESS LEVEL SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' CONCRETE: F'c = 2.5 KSI @ 28 DAYS WT = 0.15 KCF REINFORCING: Fs = 20 CORNER DESIGN CONSTAI N= 10 J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) 1. MAX: 1.12 3.11/ Wilms OEM 0.00 0.00 MIN: 0.22. 0.65 -100% STRESS LEVEL SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' CONCRETE: F'c = 2.5 KSI @ 28 DAYS WT = 0.15 KCF REINFORCING: Fs = 20 CORNER DESIGN CONSTAI N= 10 J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) MAX: 1.12 3.11/ 0.00 0.00 MIN: 0.22. 0.65 0.00 0.00 INTERIOR MAX: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MIN: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 133% STRESS LEVEL CORNER MAX: 1.34 0.65 0.00 0.00 MIN: -0.91 -1.65 -1.35 0.00 INTERIOR MAX: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MIN: 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 MATERIALS AND ALLOWABLE STRESSES: SOIL: BASE BEARING CAP: 1.0 KSF WIDTH INSCREASE: 0% PER FOOT IN EXCESS OF 1' DEPTH INCREASE: 0% PER FOOT IN EXCESS OF 1' CONCRETE: F'c = 2.5 KSI @ 28 DAYS WT = 0.15 KCF REINFORCING: Fs = 20 KSI DESIGN CONSTAI N= 10 J= 0.9 (ASSUMED FOR APPROXIMATE MR CALCULATIONS) EW1 SLAB: SLAB THICKNESS: T = 4 INCHES SLAB REINFORCING: WWM SPACING 6 IN. O.C. As = 0.028 SQ. IN. WEIGHT OF SLAB TO RESIST UPLIFT: SLAB Mr = 133% x Fs x As x T/2x J/12 = 0.112 K- FT SLAB Wl 0.050 KSF EFFECTIVE SLAB WIDTH = SQRT(2 x Mr / WT) = 2.12 FT EFFECTIVE SLAB WEIGHT = WIDTH x Wt = 0.106 K /LF ENDALLE 0 OTINGG a "�4„ '2� .tb''s� INKS�d°"1 e,ly REIIJFORC G 7�OP ' = r f (TOTAL p"F � .. '" sC •' ..RR1TTfll1`�I'i i`ilAR •. _.,MT7ITAI r)F._ -. .. '4.A�, '' �HnT�A3 ,.. ..020! ,eSQ'IN). UPLIFT: COMBINED WEIGHT OF PERMITER AND SLAB TO RESIST UPLIFT: FOOTING WT = Wf 0.225 KLF SLAB WT = Ws = TOTAL WT = Wf + Ws 0.331 ENDWALL Mr = 133% x FsxTOP Asx(d-2")xj/12= EFFECTIVE ENDWALL L = SORT (2 x Mr / WT) _ FOR 2 -SIDES - TOTAL WT = 2 x L x TOTAL WT = BEARING: SOIL PRESSURE INCREASE FOR WIDTH = 0% INCREASE FOR DEPTH = 0% ALLOWABLE = 1.00 KSF @100% OR EFFECTIVE LENGTH OF FOOTING FROM POST BASE 100% STRESS LEVEL Mr = BOTTOM As x Fs x j x (D-3')/12 = W=SPxB/12 = L= SQRT(2xMr/W) _ MAX VERTICAL LOAD = 2 x L x W= 0.106 KLF 133% STRESS LEVEL Mr = 1.33 x BOTTOM As x Fs x j x (D-3')/12 = W =1.3333 x SP x B/12 = L= SQRT(2xMr/W) _ MAX VERTICAL LOAD = 2 x -L x W = TIES TO SLAB 6.40 K -FT 6.22 FT 4.12 K 1.33 KSF @ 133% 4.50 K -FT 1.00 KLF 3.00 FT EACH SIDE 6.00 K a 6.00 K -FT 1.33 KLF 3.00 FT EACH SIDE 8.00 K- i vv io H @ CORNERS 1.121 1.35 1.35 13 0 �\ FOR 900 CORNER BAR REQUIRED As = 0.051 SQ. IN. •� FOR #4 TOTAL OF 1 —> As = 0.20 100% 133% GOVERNS ,Z @ INTERIOR I 0.00 1 0.001 0.00 @ 133 0 FOR 45' HAI EQUIRED As = 0.000 SQ. IN. FOR #4 ITOTAL OF 1= 0.20 REQ'D SPREAD FOR'SDLB STEEL= `/ 0.0 TOTAL REQUIRED HAIRPIN LENGTH = 0.00 ANCHOR BOLT STRENGTH Fc = DESIGN CALCULATION PER UBC 1923.3 2500 PSI = 1.0 (NORMAL WT CONCRETE) = 0.65 Fs= 60 KSI (A-307 BOLTS) APPROXIMATE LOAD FACTORS DEAD LOAD + LIVE LOAD FACTOR — 1.7 X 2 = 3.4 DEAD LOAD + WIND LOAD FACTOR —.75 X 1.4 X 2.1 CORNER COLUMNS SGOT R 40y302 SO JN (USEI f BOLTSfs -E,-ME'— NT"G 6 It "ECt3E� T o + g"�. STEEL: Pss = 16.3 K / BOLT = Vss = 13.6 K / BOLT = CONCRETE: As = 431.4 SO. IN. At = 16.0 m PC= 39.8 KIPS m VC= 11.5 KIPS/BOLT = LOADING COMBINATIONS: 100% STRESS LEVEL MAX TENSION = 0.00 MAX SHEAR = 1.12 COMBINED CONCRETE _ COMBINED STEEL = 133% STRESS LEVEL MAX TENSION = 1.65 MAX SHEAR = 1.35 COMBINED CONCRETE - FOR, C ETR t -k' EN§T—H' F - 1SSTEELTST(2EN�} h 6 R ,fxy ` ya4.fv 2t $BOLTS' f4 T TALC >4 40, rial 65.2 KIPS TOTAL 54.4 " 46.0 KIPS TOTAL KIPSXLF= 00, KIPS X LF = 3.81 0 0.011 4. 0.005 KIPS X LF = 3.465 O (/ KIPS X LF = 4.59 0.027 O� COMBINED STEEL = 0.010 -.0 BRACE BAY AT 133% MAX TENSION = 1 KIPS X LF = 2.1 MAX SHEAR = 2 KIPS X LF = 4.20.0 fi COMBINED CONCRETE = 0.017 tO COMBINED STEEL = 0.007 V AOR v v �� X040 > I IN ACV R T)ETIAL a' 39-54-09� 1037-91B,P,E,M ANDERSON, Gard 9426 Dillon Ct, Durham (new sf ) I OFFICE COPY Address 9 A-mn e r-fFu � GAS Meter By_/`1��Date �Z ELECTRIC Meter By Date OFFICE COPY Address � GAS Meter By ELECTRIC Date Meter By _ - Date JOB FINALED (Date) C Signature J=OK O = Not OK Not = Not Readyable MOBILE HOMES Date MOBILE HOME UTILITIES' (Pians) OK except it's , 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O Concrete 4. Water; Location -Test -Easement Needed (Sketch) r 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L"ft. / /"Nat. or/ /"L"ft./ /"LPG 7. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK exceot t1's _ 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector _ 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector _ 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval _ 8. Gas and Electricity Tagged _ 9. Exits; Insp.-Sketch _ 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date i Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES, (Plans).OK except it's 1. Zoning Requirements -Setbacks -Easements 2 Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs: Coonectors Shthg.-Rfg: Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except It's 1. Setbacks -Easements 2 Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI S. Elec.; Pool Lighting; 15 volts-GFI _ r ; 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater' 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosu res -Panel boards- Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date _----'-Card B-1 Date Card B-1 .A r _ J=OK O = Not OK -=Not Applicable RESIDENTIAL (Single = Not Ready Date UNDERFLOOR (Plans) OK except #'s ' Zo n i ng -Setbacks -Easements -Flood -Slope . Ftg., Main; Soils-Elec. G 471' Ftg. Depth 20"Ftg., Garage; Soils-Steel-Elec. Goad. -V/" Ftg. Depth Ftg. Porches Decks; Soils-Steel-/2/Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped old Downs and Special Anchors . S ; Steel -Wrapped PAI&nAL 5[ n0-8-27Aj GG v - 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Insulation Date , Card B 1 Date Q Card B-1 (;;, Date Q,{Q / Card B-1 Date Card B-1 v nat. PLL RING (Permit) OK except #'s r. ent-Access-Combust ion Air -Baffle 7 Wat PiP,-Tea Anchor -Nail Protection .V.: Test�ittings & Anchor -Nail Protection >'-P _aZ Shower Pan; Te6i. First Floor -Tub Access 24 -*est Tub & Shower, Second Floor -Tub Access u."GaS Pipe; Size & Anchors Date 3 q\ Card B-1 CC, Date Card B-1 (q� Date Card B-1 (!3�6 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s YZ'Fixture & Transformer Clearance -Ins. Protection 0lec. Rece pan Lights & Switches at Doors 20r"$ize Boxes'& No. of Conductors -Stapled 2 Romex Installed Close to Edge of Studs & C.J. 2 quip. Gr nd made up w/Mech. Fastners-Bond s & Water ppliance Circuts in Kitchen & Conductor Size/GFI d Wire Size / / ga. Cu or AI-A.C. Wire Size /(0/ ga. Cu or® 2e -Range Circ. a/ ga. Cu o A Oven Circ. ga. Cu ore Insulated Neutral Yes No Service -Riser Conductors & Ground -Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 36 Clothes Closet Light -Shower Light -Spa Light Smoke Detector Date Card B-1 G.6 Date Card B-1 Date Card B-1 Date Card 13-1 Date MECHANICAL (Permit) OK except #'s 24.^A.C. Ducts Insulation & Support 36"Vent Fan; Exhaust above insulation Condensate Drain & Overflow: Size & Grade Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 8. Attic Access & Platform if Furnance in Attic Date Card 13-1GI„C Date Card B-1 Date Card B-1 Date Card B-1 Date FR ING (Plans) OK except #'s Sils Proper Material & -.41T Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 40r.7 Bearing Walls over Girders & Floor Nailing 4 . Draft Stop in Walls (rat proof) _ 43!'Fire Stops; Furred Ceilings -Stairs -Chases -Tub 4 . Headers & Beam -Size & Bearing & Duplex) Date FRAMING (Continued) a1�7 Hangers -Post Caps -Anchors -Connectors . Cing. Joist-Rftr. ties-Purlin—roof Brac-Truss-Shthng.-Ring. \ -A1 470—Fireplace Ties or Type A Flue -Fireplace Throat sleAnce Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 4 . Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions ie Garage Fire Protection Framing 51cO'P-roperty Line Firewall & Openings 52*'Ext. Doors -One 3' -Check Garage -3rd Story, 2 Exits 53.T81a ; Width -Headroom -Rise -Run -Landing -Fire Protection 51nlywood on Roof Overhang -Attic Vents -Rafter Outriggers 5S Siding -Nailing Veneer ve-stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access SXt"lazing Area -Glass Protection -Skylights -Plastic. Shear worrs, Na" g -Bolts [Xrpt2taa - i1 -&c(( 54' Insufffion-Waft-Ceilings Infill tion- Is -W Bows Date Card B-1 (y r, Date 2- - Card 13-1 �- Date Card B-1 Date Z(p'/ Card 8-1 Date FINAL (Plans) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings Smoke Detector Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 6,4 -.-'Bedroom Exiting 6 . G.F.I. & Bath Fixtures & Tub Access -Spa 6 . Elec. Trim & Subpanel; Breaker Sizes & Labels irs & Rails Fireplace or Stove; Clearances -Hearth 6p-flec. Outlets at Wood Panel; Int. & Ext. JO.. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance . Elec. Outlets & Receptacles at Kit. Counter 7e Garage Fire Door; Swing -Landing -Closer 73c /c . Duct in Garage -Damper Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection 74' Plb., Elec. & Mech. Equip. Listed for Location '48: Elec. Receptacles in Garage; (G.F.I.)-Romex Protection -W Insulation -Foam -Looked in Attic ❑ Yes 7E--tard Rails & Deck Construction -Post Caps . 7i.-Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes t Following instld.: Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No 1. Stucco: 8 wn-FLF tkh W,KA.C. Unit: Disconnect, Electrical, Plumbing Wr Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 84 -Water Well; Disconnect, Electrical, Plumbing Exterior Elec. Trim; G.F.I. Receptacle -Underground Ventilation Throughout House Glass Protection 0.1 Corrections from Previous Inspections 2- 9. jGas T t -Meters Tagged; Gas -Electric Water & Sewer Connected -C/O to Grade -HD Approval 9 nergy Compliance Certificate -Other Certificates Date 7,2t,0)?_ Card B-1 Cyd Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: ..,,r. •- __•-..........• �, -4. norti timo Inn vieit inh city) COUNTY OF BUTTE ,> DEPARTMENT OF PUBLIC WORKS - 196 Memorial Way, Chico — Phone: 89e-2751 ;+ 7 County Center Drive, Orovi Ile — Phone: 538-7541 =4 747 Elliott Road, Paradise— Phone: 872-6307 • `5 CORRECTION NOTICE ANAF'250'j /0-' 7-W OWNER PERMIT NO. .� A mutine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office 06en correction of work is completed. If you have any question pertaining to this matter /need additional explanation, please contact this office immediately. IIJ11>< C/9 N/V o % � iC L c � �A T- C I� CNAri(3E Fd 2 SEc.34)�, W/N, h _Y • C J { S Dafe 12 - 5- 31 Inspector %moi,-Jr� = . t s* COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 _ 7 County Center Drive, Oroville — Phone: 538-7541 747 Elliott Road, Paradise— Phone: 872-6307 CORRECTION NOTICE ANt�vrLs6rJ 103-7,- 91 OWNER PERMIT NO. A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. a a! P• C) T�5r %W J sYSr Iz'rdl . uAcrtzie4i m,tsr e As Prre 9n lac �- WA i(IJ / -'r MSf Marrs V P -C, RrGI: sr r 't Date \?-'--�- Sl Inspector Owner • 'Permit No. ';FE ,Y CERTIFICATION LOCATION DESCRIPTION OF INSULATION ROOF MATERIAL BRAND NAME THICKNESS THERMAL RES. A.1'. NO. EXTERIOR WALL MATERIAL IBERGLASS BRAND NAME /C3RT9JNTEED THICKNESS " THERMAL RES. CEILING BATT OR BLANKET I/PE-FiberglasBRAND NAME CZMAINTEED THICKNESS /Q THERMAL RES. — T O LOOSE FILLTYPE INSUL-SAFE IIIBRAAD NAME CER INTEED THICKNESS �Z Z�/ THERMAL RES. — Z7 o FLOOR,ELEVATED MATERIAL FIBERGLASS 3RAND NAME CERTAINTEED THICKNESS °HERMAL RES. FLOOR, SLAB MATERIAL +BRAND NAME THICKNESS '.THERMAL RES. WIDTH FOUNDATION WALL MATERIAL ' !BRAND NAME THICKNESS // THER/IAL RES. �- I HEREBY CERTIFY THAT THE ABOVE Ilii,Sf.ATION WAS INSTALLED IN THE ABOVE BUILDING IN CONFORMANCE WITH THE ST -TE OF CALIF. ENERGY REQUIREMENTS. SHAS INSULATION INC. Ii 622134 FIRM NA % NER STATE CONTR. LICENSE NO./ ;f C _ CLG ./ I hereby certify the above insulation and all required items as shown u on the Building Depart. approved plans and attachments have been installed as required by the State. of California Energy Requirements. All equipment, devices and materials are of the quality prescribed or are specifically approved by the State of Calif., ----=--���-a----------------------OF --------- --o8'7v3---------- FIRN NANEVOWNF.R (PLEASE PJ,..,NT) STATE CON'J'RAc"Jail;'ti 1.1t'1NS1 N0. G( GNAT11RE OF (;L'N- RAL CONTRA :)i;/ut;hJ l; a i7- fi ME This certificate must be on file with the R1111,I)ING PIPA11'111:5.1' 1,yjor t„ final insp�,ction approval and a cop). shall he POstt'd t:ithiu the building. IANt'AI;1' i4).%�4 0 14 GI COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS % 7 County Center Drive - Oroville, California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 039-540-009 "ZONING SF.I BUILDING PERMIT OWNER G D ANDERSON TELEPHONE 342-6138 SQ. FT. OCC. BUILDING VALUATION 100 C 1,300 OWNER'S MAILING ADDRESS 3537 BAY AVE CHICO 95926 CONTRACTOR'S NAME SAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is 1,300 LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $ 27.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 20.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 4265DILLON CT DURHAM Permit tee $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION 9 NAME DURHAM VALLEY EST PARCEL MAP 116-9 Water piping 7.00 Each pas water heater or vent 7.00 USE OF STRUCTURE SFV Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G W @ 15.00 TYPE OF WORK New ❑ Additiong Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: Idd,of so, lA'(L aynpa, _ 103 Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 Main service 200ATO10o0A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): 19_.I am licensed under provisions of Chapt. 9, Div. 3 of the Business and ProfessionnsCGode and my license is in full force and effect. License No. -/� D j� j Classification — Z. ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING OCCUP. �\ OR ADDNS. 1 ACC. BLDGS. / 3.60 sq.tt. NEW CONSTRULTI.OUT LET NON•RESID BRANCH CIRCU ITS @ 5.00 POWER APPARATUS .&) (SINGLE OUTLET CIR. Ex. Occup( OUTLETS OR FIXTURES 20 76 dA FIXED APPLNS. Ex. Occup. OUTLETS (RESID )REA.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. VYirin g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you becomesubject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue againstid Co ty i onse ence of the granting of this permit. X )�Z- at Date zv z� Si nature of Applicant — Owner Agent ❑ g pp �Cs over An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee 6 Ener Inspection Fee $ Energy P occ CONST TYPE TOTAL FEE $ 62.00 HAz I DFEES I IMP I FLOOD I CDF PARCEL PD I HD I ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees ='I EC R OF PUBLIC By PER IT EXPIRES Date applicable provi- resolutions to do have been paid. i WORKS Date1Q/16J91 1 2 Receipt No.�r WHITE-D.P.W., YE LOW- SSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT Nr,.Q,R'pn,,¢--,p•-• '. . .aw+gC �s r.-� y,ar-..s.,r—�•-r..r'- iN COUNTY OF BUTTE - DEPARTMENT OF PUBLIC ORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965:.MLEPHONE: 916/538-7541 7-4 PERMIT,A P ICATION DATA SHEET p'ePaperm t No. OWNERJAWY-�t # P. No. 03 — Proposed Building Use OD CGVP/0',4/ei* Td Building Inspector Date �� 4 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6r,�Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions....................................................... 10. Fees of $ ........................ 11. Chico Urban Area fees paid ....................................... 12. Park fees paid .................................................... ':Oe3. School District fees paid ............. . 1 itation approval from f,(�/>oi Health Department � 15. City of Chico plumbing i' permit............ f,{ d ................... — t 16. Plot plan and business license apprVual from City of (see City for other requirements ' 17. Planning a{p`rval oLfor t1(A)_lase(B) Parking: . 18. Improvements &a ,,beirecjuireId. Contact Land Development Section DPW 19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec.request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... 22. Certificate of Workmans Compensation Insurance .................. 23. Owner -Builder Verification (Given to owner ❑, Mail to owner ❑) ..... 24. Recorded copy of Agricultural Acknowledgment Statement ......... 25. Letter of signature authorization ................................... 26. 27. When you issue the permit, process as follows: Mail toowner. Mail to contractor. Dom. Telephone `h0� and hold for pickup at C) , office. Deliver w/inspector. Other s Applicant X-4 e%t Ifff &�-- — Date _'-1v Copy of ! .az-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by_phone---nail—counter by .date Contractor, designer, owner, was advised of above required data by_phone_mall_coun r by date P_alis,checked by Date Plans 'approved by Date Sets of plans on hold in File cabinet _� folder Copy—DPW COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville. California 95965 - Telephone: 916,538-7541 APPLICATION AND PERMIT PERMIT NO. A53E350R PARCEL NUMBER C �� �Q ^ �� • ZONING S /- BUILDING PERMIT OWNER TELEPHONE Z SQ. FT. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS 3537 Mv AVC Phl'cd `�5g26 CONT R A CZOR'SNAME TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Ap Filing Fee LENDER'S MAILING ADDRESS Permit Fee $ ©O ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ (9 C> Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Ur t /AM t/ Permit tee QO $ PLUMBING PERMIT Filing Fee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO. SUBDIVISION DNAME PARCEL PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S G W @ 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Instal llalo ❑ Other Describe work: Aap /00 Sfj F f �' L��� -r-O _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 200A OR LESS 18.50 Main service 200A TO 1o0OA) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license IS In full force and effect. License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) El I, I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUP.&) OR ADONS. ACC. SLOGS. 3.60 sq.ft. NE w CONSTR ULT'.OUTLET NO N.RESID BRANCH CIRC 'ITS � 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. OCcup(OUTLETS OR FIXTURES 20@76d FIXED APLNS. EX. Occup. OUTLETS P'RESIO )HEA.) I 3.00 Temporary service 15.00 Home Facilities 15.00 Misc. IlYirin g 15.00 Permit Fee $ — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation pertnit Fee ; Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Si nature of Applicant - Owner g pp ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ occ CONST TYPE TOTAL FEES Oo HAz 1 0FEES I IMP I FLOOD I COF PARCEL I Po I HD ISSUE This permit is hereby issued under the sions of the Butte County Code and/or work indicated above for which fees DIRECTOR OF PUBLIC By PERMIT EXPIRES Date applicable provi- resolutions to do have been paid. WORKS Date 1 V [/a� Receipt NO. ! WHITE-D.P.W.. YELLOW-ASSE390R. PINK -INSPECTOR. GOLDENROD -APPLICANT + t,��. � , � . � •' � ,� .._ _ 3 ' , -� "' - ' a'+ �~: } Y tax l i'•lir " t �� `` �..., ' ..i-1 . , •'r • ter' yr .0 ���� 31).�::.�: .Lif �� '! r• �. r. <' wV -` �_.. —^`• •� ', Y �. '_moi. o. "•: _+' r-- ;.r• --t' !r r C ` - �...--..C... • y * r •�_ 5..��?;-,`tw}Y, s �1k .c. a! s a • � � i . t . »' ''lid • �..•� _ � �' �� r . . vi - 7 •.3•"`ti•`�LT• � � 1 .wi. l+• !. •a, rw �., '.• fir. � , .�.�..,... r ,111K 's tom- � • or zi � .,,..�� ^..++.+-,."i• 7 • • + , . r!+ r� orf A. ,. le 44 f' a • �� ,ti ,� � lid" -�' •�+ •� . rt �•r. k•,ar;`, �-'! zz NL se � }• .� . �!ti• Y ` i'y Ay •n. -y �• �O jOF, � .4 f .ti a•' .tit.^y .Y � �� 'n�r� la • �7 I ti• • \ \ p'f �/4 444 -Lr If tII a. �.'. f ` .r �• ~ Irl � � •` ��F••[•-��� Ci '\•�•. 4.1+•"r�,. ,"�a,r,,.i ,� �.('�"•�r mar. �.� �t1 �,�N_+i 't'S�K; �, � a * `i i �•,<t` +�•t � ' X _31� ,r'a`y►:' 7 ��w.'�•�" �•� 1..^„ t�•E1'- � ^S'�:f .r, wr, •L' [ ;.. .rte \'�S r t� _"" A 4` ! tii• �F ,d6�•I' r J'f f f •� y ^1 r :� a A •T )�'�� ,� l a%la / ' �, ♦. •,�� `.� , `�a; �t •�tir� N ..e ,+ ••`y!•••.. �.rr ty .: • � •;i ' C �r 4 ra,�`tf� � ?+ Zfti'= � t r �s 1{�,t _ r •" � ••� � .• �"' /,'' �'y , r.♦ _ . , • '-a. l4 �.i•• �� 4: - f y.. ,r'T •e�.iJp�f(,1Y�-.. f..�t•Y,i . • 4 . � , ,x` s ter; J is • r ,�+� , r it , c ,. �{{ , ' 4,rr ♦ ,• +j,,:... • � _ �•x.L �- � }tf �`. rr p.. �{ f• � .. » r • % .s. s•� t" r. f� t s ' � ,3 • t� _ i .r.• ..` ;� .� '`^ f�. \ ,r +ry0� �l. rf•'�.r *¢t��,. v ra •p F , / , Oro 47, ol soo i•Y 4r mail so , j ♦ �k Rl� i!, .�� y ; +� • , - _ • - /. 1� '�� X7.7 \ ��ir��•�r4� � � ;� •fid' /. lz �� -� __yam � � � ��.~� ♦ ,\ /�, `��� c \ � *�i�,:�;,�. :. - •• - - � i •... ,7� � � Z viii.. ��� - Vit.: +-ti. •: c: .. ".'Rr• -•r ` ' ,1;,. ► . � • --: , .C.- '.• ' r I L= ..r��"� j F5 - . s � 4,i S � •v�� /IV 'tea tr•'S`*• r t:. - lix y � � r l� •� '. l.a �` -'„ / yet �j..'.� . •r ..r .� .,r' :.:vow '.1 '<--� Q y �'S;r �� •,�r��(� � 'c•,�( S• ..r t - .a,,,.. .4 `• IMS..+• •�, .,i�. �y� , ,•';'�,'t.ry,�� /W ..t • .� ��. t *•, ,�� f. ,y,.+�r '•� .j + •w�• •'\�,... is •+ t • * a�A � ti '' ., �S' . �-. •-,,, --:'1�}t. • �" r r � ? JFK' r �;.� 4 `y • '� - •• ~ - r 1,��• i �+`•t�'»�• y r �C ,. 3 ,.t , r:, Ili.. 4 d y`k�,r • . ,. - .•`•_ _�, �•�L. t or r(f''' `'i"'♦ f<.rvV .t�I` ♦•-ij+ r OV 0- LLI % \ a � � � • D G� ,•i.w". _ �� �y/{� '. Tom. ► " r ui-+•. -'."i. ,• • _.r ... '_ _. '�' _.• , • 3 4 �� `; � i� ; by . - � :; 't 1 1 .:� •t '.'! _ . •y. xr ,�•w. .tea � V•' F'� • f. r, ;!• 1,1-•'! Q,. 1 -. tri . � �- .. •.,.• - � 4��,� + � ~ - ,� COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS i 7 County Center Drive - Orovirie,-Callfbrnia 959e5 - Telephone: 916/538.7541 APPLICATION -AND PERMIT PERMIT N0. ASSESSOR PARCEL NUMBER 039-540-009 ZONING SR1-2 BUILDING PERMIT (77 OWNER Gard Anderson TELEPHONE 342-6138 SO. FT. OCC, BUILDING VALUATION 3 Z9 G R 1 ee�� 0 1 1%040 ' OWNER'S MAILING ADDRESS 3537 Bay Ave., Chico 95926 968 M 13,552.00 CONTRACTOR'S NAME Owner TELEPHONE 282 G' 2,820.00 /4900 CONTRACTOR'S MAILING ADDRESS Fireplace 1 t h $, 'X52o0 CONSTRUCTION LENDER N/A UNKNOWN Total Valuation Is 137,892.00 FilingFee $ 10.00 LENDER'S MAILING ADDRESS Permit Fee $ 528.00 ARCHITECT OR ENGINEER Owner LICENSE NO. Plan Checking Fee $ 264.00 Energy Plan Checking Fee $ 15.00 ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS 9426 Dillon Ct., Durham Permit fee $ 817.00 PLUMBING PERMIT Filing Fee 10.00 Each Trap 1 2.00 26.00 Solar or heat pump water heater 20.00 LOT NO. 9 SUBDIVISION NAME PARCEL MAP Durham Valley Est. Water piping , 5.00 5.00 Each qas water heater or vent 5.00 5.00 USE OF STRUCTURE SF ®X Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 1 5.00 Building sewer 5.00 5.00 Mobile Home S G W 0.00 ea' TYPE OF WORK New 5 Addition ❑ Remodel ❑ Utilities ❑ Installation[] Other ❑ Describe work: 4BR _ Permit Fee $ 56.00 Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10,00 10-00 Main service EA. ADD'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I decl re under penalty of perjury (check one): I am licensed under provisions of Chapt. 9, Div. 3 of the Business 1 • and Professions C de and my license is in full orce and effect. License No. 5��7 �� Classification. - 2 1, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. / DWELLING uR.s\ OR ADDNS. l ACC. BLD I 1/4sgft NEW CONSTRL MULTI- OUT LET2.50 NON-RESID BRANCH CIRC., TS ea POWER APPARATUS .&) ( SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES zoesoe eAL030 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.) EA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ Contractor WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. 1 have placed on file with the County of Butte Building Department Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 10.00 Heating split 11 6.0 Cooling 5T 1 11.0 11.00 Hood 3.00 3. 0 Ventilation Permit Fee S 0. 00 Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against/mid County in consque ce of the granting of this permit. X_ %V1� Date Signature of Applicant - Owner ®--Contractors Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee $ , Energy Inspection Fee $ 30.00 cc CON €" TOT L FEE $ 1064. 0 HAZ. CUA- PARK sc ELS CDF 1/ PA PD H Iss This permit is hereby issued under the applicable provi- sions of the Butte County -Code and/or resolutions to do work indicated above for which fees have been paid. IR TO OF PUBLIC WORKS ByI9?� Date -S= _ PE MIT EXPIRES Date 2,1WHITE-D.P.W.. 88633/349.00 Ct'�1_7 Receipt No. ? _-;. %��`�C-- YELLOW-ASBCBBOR.,PINK-INSPECTOR, GOLDENROD -APPLICANT .. .. .... .. .- Y, _ r . , "`.. .-y+...�.r ._`YT.ai.-wNi '-41 y'' f` . ' ti.. ,. • l .. .y .r a COUNTY OF BUTTE - DEPART1111EN t,•OF PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRI'9E - ORO#,ttLILIFORNIA 9590 - TELEPHONE: 916/538-7541 PERMIT APPLICATyION DATA -SHEET OWNER Proposed Building Use 'SdN Permit No. A. P. No. 637 Bui Iding "Inspector O Date At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED APPROVED 1. All items have been submitted . .................................... 2. Plot plans in duplicate/triplicate, signed by preparer of plans........ 3. Complete plans in duplicate/triplicate, signed by preparer of plans .. 4. Complete engineered plans and calcs, with wet signature on plans .. 5. Hazardous Material Form .......................................... 6. Energy Design Compliance and supporting documentation ......... 7. Statement of Intent for Non -Heated and AC Buildings .............. 8. Engineered truss details and layout in duplicate (required prior to plan check) 9. Mobilehome installation data including manufacturer's installation instructions Fees of $ �• �� ........................ 6> -z—"t/ P_a 11. Chico Urban Area fees paid ....................................... tA52. Park fees, paid ................................................... D�4� chool District fees paid .............. ka!Ut4. Sanitation approval from (74o Health Department 15. City of Chico plumbing permit ..................................... f 16. Plot plan and business license approval from City of (see City for other requirements) 17. Planning approval for (A) Use: (B) Parking: ...... 18. Improvements may be required. Contact Land Development Section DPW __10k19. Driveway permit (construction approval required prior to occupancy) 20. Pre -Inspection for required Pre-Inspec. request to Building Inspector (Date) 21. Contractor's license information (No., Name Style, Classifications ... ' 22. Certificate of Workmans Compensation Insurance .................. �. Owner -Builder Verification (Given to owner ❑, Mail to owner 11)..... Z 24. Recorded copy of Agricultural Acknowledgment Statement ......... — 1 25. Letter of signature authorization ................................... 26. 27. When y u issue the permit, pr cess as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at ©ttA office. Deliver w/inspector. Other I 077 Applicant a �71. ate Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire D pt. Other Date By The following data must be submitted prio top mit s c : (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, own , was advised of above required data by_phone_lrtail—counter byftV-1.date Contractor, designer, owner, was advised of above required data by—phone _maII—counter by— e% date Plans checked by Date Plans approved by _Date `9 Sets of plans on hold in File cabinet AP folder Copy—DPW TO: Building Department FROM: Encroachment Permit Section RE: 'Driveway Clearance ",`klao C owned location AP # Q// .i Driveway permit vton no j4 /nb ,c has been issued for the above property. ell U / , ley, sign re date TO`�ildina Department FROM: Environmental Health SUBJECT: Sanitation Clearance owner Location r AP# Plan Approved for: Sewage Disposal !/ Waver Supply ?old final for: Water Supply Final clearance O.R..for: Clearance for � bedroom-mob-i-Ie—home . NOTE ,• � Other Water Supply Date Sang arian COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovlller California 95965 - Telephone: 916/538-7541 APPLICATION AND PERMIT A33E33 R PARCEL NUMBER 0 —Sys- CSO ZONI�,a J�%—Z BUILDING PERMIT OWNER N ,QSI/ TELEPHONE SyZ- 6f3& SQ. FT. OC BUILDING VALUATION B OWNER'S MAILING ADDRESS C It i /� Z6 5 Z 6 ov CONTRACT R'S N E TELEPHONE � Z O O R 00 CONTRAC OR'S MAILING ADDRESS Fireplaces W__ J`000, CONSTRUCTNENDER UNKNOWN Total Valuation I $ 0C---3 LENDER'S MAI ING ADDRESS Filing Fee $ 10.00 Permit Fee $ ARCHITECT tA,ORGI EER LICENSE NO. Plan Checking Fee $ 6 r © O Energy Plan Checking Fee $ r Q ARCHI E T DR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING A212 26, t'lle r CWA141 1 (/(f (. Permit fee $ 1 00, PLUMBING PERMIT FiingFeel 10.00+ Each Trap ( 2.00 26,06 Solar or heat pump water heater 20.00 LOT NO. S UBDIVVI�SIIO1N NAME if *,0 [�f�Gr! � � PARCEL MAP PARCEL Water piping * 5.00 �00 Each qas water heater or vent 5,00 USE OF STRUCTURE SF � Duplex❑ Mobilehome❑ Other SPECIFY Gas piping system 1 - 5 outlets 5.00 00 Building sewer 5.00 p Mobile Home S I G I W 0.00ea TYPE OF WORK New 0 Addition ❑/ Remodel[:] r Utilities ❑ Installation ❑ Other ❑ Describe work: NI7 W J/" Ll /�%Gdi� Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 6001 OR LESS 100 AMP OR LESS 10.00 Main service EA. ADO'L 100 AMP 2.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, DIV. 3 of the BUSIneSS and Professions Code and my license is In full force and effect. License No. Classification. I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ orsa the owner. am exclusively contracting with licensed contract- 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONST. DWELLING OCCUP ` OR ADDNS. (ACC. BLDGS. f , �Z¢sgft NEW CONSTR. U TI -OUT NON•RESID BRANCH CIRC ITS 2.50 ea "_- \ POWER APPARATUS S\ (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20@50t eALeo SAL03 FIXED APLNS.❑ Ex. Occup. OUTLETS PRESID )REA.1 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ t WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. ❑ I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 10.00 Heating /16, -00 Cooling `6 d Hood 3,00 1 _7- 64> Ventilation Permit Fee $ o Contractor tor certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date Signature of Applicant — Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for exvations over 5'0" deep and demolition or construct- ion of structures over 3 stories in ti, Mobile Home Installation Fee $ Energy Inspection Fee $ Q occ CONST TYPE Bio TOTAL FEE $ v S HALCUA PARK SCHL i FLD coF PAR PD j HD• ISSUE This permit is hereby issued unser the applicable provi- sions of the Butte County. Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. � 0 WHITE-D.P.W.. TCLLOW-A3er330 PIX--IN3PCCTOR, aOLOENNOO-APPLICANT Return to DPW AGRICULTURAL STATEM14T OF ACKNOWLEDGEMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8.1 of the Butte County Code requires this acknowledgement be recorded prior to issuance of a building permit. The property described herein is adjacent 91-031698 to land or included within an area zoned for agricultural purposes, and residents Recorded of this property may be subject to incon- Official Records veniences or discomfort arising from the County of use of agricultural chemicals, including, but not limited to herbicides, pesticides, Butte and fertilizers; and from the pursuit Candace J. Grubbs of agricultural operations • including, Recorder but not limited to cultivation lowin 10:52am 2 -Aug -91 91 -31696 Rec Fee Check XX 5.00 5.00 1 7 P gs spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricul- tural zones which have as a priority use for productive 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. �A All fha real property._' situate in the County of Butte, State of California, described as follows: Lo q 19-S ! '"QJnl oN TVA -r C�,eT�q�.� M,4P �cN7���� Dti2rrifn� VA-LLEY 6STft'I�5 � C/J (u -f AAA -P u -)A5 R.Eco26En IN Tq-t o�FIcE or- C�F TF -E CoL1 N Ty o 4= &A rrG- 'STA -re aF C-4L-o6e`J Ifl , C nl AAA -11 91, 1989 , AAJ Book... Ilb of MA -Ps, R -r PA�C-,66s) q) to II A -ND 12 . ScdPPv2TRE52V)661 TTiC2(r---2cAA A NON- 6-szccus"VC, eASC-SC-r r,,2 iN606s5, &67egsJ � ,,Jb 5iat✓M beA-I� )Vse A-GeoS s ¢ U, D6-2 l] I LL o' �. F}s � H� iJ 6_1\!I 70S QaVC i>�sc21g� .,AA -e. - r-4,. o 1Zo5e9_\) 6 11 -ire -c- F-Ro,-i 4 to f:otsF wATeo- L-iNe E7t� MC -NT Fat `Rf aa,JSFor o� DI�2�,q,..� sPgJ6��av DrsTRIcT/ its 5ria.)IJ 610>TG Dc -5r -96&O SL), cr 1a C4067`�• 75 cbA13I'n&gS f R6_:57'b2-tcn6N5 REcvao&a ria- 9, 19X9 c tnllJ62 Sum Co unef� REco2 Dg2's 56 -0 -IA -t- AJ KAON-6--r_L.1.SIVeeM�NT �P- oIN6JP_ SSS 6G -72G55 5L PPOfLT FFrID S�a�M DIe4r�/ 046-Iz-, ACJ,o5s fqu -4o ri0C--2 DIz-L� GT, A+JD G.(, 4eecno D2., A5' 5++aw4„0n1 71A� C e_ -T,4,J AW 6r\m-,LC->D DH R ►+,A•M Uf1'LI.e- 6�: rr4•-re5 r W N t rr M A -P WAs rnl T ,577� � i c e o F 7,d•'>~' ,�co2De-n- of r J ar &-�rrt of cA-.ce IFNIQ, ON MshL µ 1999, W30dre n6 elf= PS ,A�-f 04r -e (S) q, toa� f 1 AND pA2uc - A k0 SOOT 5-Tb2M 172A-,.) 6R5GA40#ri oVt-2 L.aT•S z', 16)17 ArrO lit fti`5 SYfowA/ OA) 7DtA-, CC,: rf}nJ MiFD e-nln'f ” Du21fR�l Llh�_1 tgJ H, c i A4 +-P w ,g ., 1o�0� i,.J �� of --r, cc- 04= T•+r6 P�a eDL�z , sr^/►sem,PROPE 111+"TY i R 71' 1rJ J�olc iib of iris ,3-r p,9 &a) c)) IOC I1 J f}-,jo )Z Qpid 036 2(j Vo - o State of5� C A_) On this the day of191111 before me, the SS. undersigned Notary Public, personally appeared County of ) E ) G/ -Z E) 0 ...........................................a a OFFICIAL SEAL personally known to me. [:]Proved to me on the basis W. J. GOLLING NOTARY PUBLIC — CALIFORNIA of satisfactory evidence. PRINCIPAL OFFICE IN tp be the person(s) whose name(s) BUTTE COUNTY sg bscribed to the within instrument a acknowledged that My Commission Expires August 28, 1992 eycecuted the same for the purposes rein contained. IN WITNESS WHEREOF, I hereunto set my hand an fficial seal. Present A. P. No. OM- 5110 - 00 1 otary Public �� ,..4 .-..�. ,y "`,.,�„� .•,�'r .•'--�,.fnr�ti.'`'ti�•9'-n�.. `4�r�^r'"W_'"t',` r,r-,ry `'-` i.na ��wt.Yl�':l'(`�i�_,j�t'+j�..fr,+-i"N.�+N v-�,�-.�rr-✓.-.,¢�7'f^+%`R:.-'tr�'t''�s. .r "+r '�t,..".fi'"'Cv^.r-�--l+ , A. P. BUTTE COUNTY SCHOOLS DEVELOPMENT FEE CERTIFICATION FORM cc(on//e�� Form per Building) Number 03R _j1/U'D67Building Department No. `School District Property Owner City D County D 02 dAl Jurisdiction Project Location/Address-4izr D/AW CT &121144 C� Subdivision AWMIA4 VAI161 E57":" Lot Number !a Residential Development: O 30/3 Sq. Footage # of Living MHI Addition (Group R) Units Commercial/Industrial: aSq. Footage New Addition (Including Exterior Roofed Areas) Building Department Representative L/ ?(- Date ******************************************************************* (Floor Plans reviewed by School District Personnel) M District,`Id No. 6,f7�/ School District certifies that 71 (Applicant Name) (Phone Number) Street Address (City) (State) (Zip Code) has complied with the requirements of Resolution No. -IP7- .5 - by the payment of $ / -/Ozo ;�t?representing 3D /3 square feet. School District Representative Date PAID BY CHECK N0. REMARKS: BANK NO 44J' PAID BY CASH white -applicant, yellow -building department, pink -school district SCHOOL.FEE (8/88) r RESIDENTIAL PLAN -CHECKING GUIDE 12/90 (S.F., DUPLEX & MISC. ONLY) Bldg. Permit # 7-9_ OWNER N�E jZ5 DOJ A.P. # 39- S -- ! GENERAL Plan Checker le /� bnning requirements: (sideyards and number of permitted living units). V Valuation. i �DPlans signed by designer. � 4Proper description of work on application. -5y.—Exrsting violations on property. Items on data sheet. (W.C., fees, Health, Developer Fees, License law, etc). 7-.----Rerorded notice of violation. PLOT PLAN plete parcel size and dimensions. Setbacks, sideyards, easements, etc. 3.--0tffe r buildings or structures. grading, fills, drainage. "'Flood hazard. pecia conditions on creation map, stible, and foundations). 7. FAU & FAS road setback. (noise, CDF, fire sprinklers, non-comb- ui in -g or utilities across lot lines (Record form). FLOOR PLAN 1� omplete to scale plan with dimensions. equired windows for light and ventilation (Sec. 1205). 3�! Rluired windows for second exit (Sec. 1204). , SSkk fights (Chapter 34 & Sec. 5207). 5. F� Iu an impact glass (Sec. 5406). equired room sizes, ceiling heights (Sec. 1207). GFCIs in baths, garage, kitchen, and exterior outlets (Article 210- 8). 8t_ --Light fixtures, switches, receptacles, and exterior receptacles for main- tenance of mechanical equipment. 94""Locations of water heater, heating and cooling equipment, other electrical as equipment. g�.'GG -rageirewall, door size, and closer (Sec. 503(d)(3)). �3.',0" exterior exit door (sec. 3304 (f). ;1; Fes' /e.p-lace and wood stove location, alcoves, and clearance. 1�3� Smoke detectors (Sec. 1210). 141"'Plumbing fixtures, water closet clearances and shower size. STRUCTURAL DETAILS 1 St 'rd bracing or engineered design (Table 25V) 2. usual shape, size, or split level house requiring lateral design. Foundation plan complete enough to construct building. construction details complete enough to construct building. i�.flevat 'ions and wall construction details complete enough to construct building. 6' oof construction details complete enough to construct building. 7. Fireplace construction details and calcs if necessary. 8. R fter ties or bearing ridge beam. S Ga ge door or porch header sizes. 1p"/Sty.d- heights. l dobe soils - special foundation design. P2---ReTa-1Trxng walls requiring design. 1'3r -Special Inspection required. 12/90 RESIDENTIAL PLAN CHECKING GUIDE MISCELLANEOUS ITEMS TO LOOK OUT FOR Stairway details: landings, rise and run, head clearance, handrails (Sec. 3306). .2 -.--Guardrail details (Sec. 1711 & 3306(j). 3. r•-ck or stone veneer (Chapter 30). /�xterior plaster - weep'screeds (Sec. 4706). 51-1 Proper roof pitch for roof convering (Chapter 32) . Roof covering.type - (fire hazard). r7— `o m insulation - protection.. 8. 36" halls and stairways. '91.Living a er garage - complete 1 -hour separation required on garage side including supporting walls and posts, etc. exits --o r -three-story dwellings (sec. 3303 & see Mezannines - 1716). 1 Attic access and ventilation (Sec. 3205). 1 nderfloo ccess and ventilation (Sec. 2516). 1X --combustion air for fuel burning appliances - L.P.G. requirements. 1 oise requirements on duplexes. rnergy design. Flashing at all exterior openings. DF responsible area requirements. Q .G .. .e x: a� 1. Ceiling Insulation Number of stories R -value One Two Three R-0 -103 -49 32 R-19 -8 -4 .2 R-30 -2 .1 -1 R-38 0 0 0 U -value -14 Number of stories Number of stories 0.50 -176 -84 -54 0.30 -102 -49 32 0.10 -26 -13 -8 0.08 -18 -9 -6 0.06 -11 -5 -4 0.04 -4 -2 .1 0.02 4 2 1 0.00 11 5 3 2. Wall Insulation -14 Number of stories Number of stories Single- Single - Two Three Family Family Multi - R -value Detached Attached Family R-0 -68 -51 -34 R-11 0 0 0 R-13 2 2 1 R-19 8 6 4 U -value 0.50 -120 -58 0.80 -153 -114 -76 0.50 -91 -68 -46 0.30 -47 -36 .24 0.10 0 0 0 0.08 4 3 2 0.06 9 7 5 0.04 14 11 7 0.02 19 14 10 0.00 24 18 12 3. Raised Floor Insulation Insulation in Floor Controlled Ventilation Crawlspace -14 Number of stories Number of stories R -value One Two Three R-0 -17 -8 -5 R-11 -3 .2 -1 R-19 0 0 0 R-30 3 1 1 U -value 1. Slab Edge Insulation 40 `- - 0.60 . -144 -70 -46 0.50 -120 -58 38 0.40 -95 -46 30 0.30 -69 34 -22 0.20 -43 -21 -14 0.10 -17 -8 -5 0.08 -11 -6 -4 0.06 -6 -3 -2 0.04 -1 0 0 0.02 4 2 1 0.00 10 5 3 Controlled Ventilation Crawlspace -14 -48 Number of stories -64 R -value One Two Three R-0 -11 -7 -5 R-5 -4 -4 3 R-11 '.2 less .2 .2 R-19 -1 -2 -2 1. Slab Edge Insulation 40 `- .. Number of Stories -14 R -value One Two Three R-0 0 0 0 R-5 8 5 2 R-7 8 6 3 F2 factor -58 -20 -12 0.90 -4 3 .1 0.80 -1 -1 0 0.70 2 2 1 0.60 6 4 2 0.50 9 6 3 0.40 12 8 4 5. Infiltration (Air Leakage) Spedfice6on points Standart . 0 6. Glass Heat Loss Total -14 -48 -69 -64 Ll -value North Percent :West Skylight .51 to .41 to .31 to 0.30 or Glass Single Double .60 .50 .40 less 50 -121 -53 -39 -24 -10 4 40 -90 37 -26 -14 3 8 35 -75 -29 -19 -9 1 10 30 -61 -21 -13 -4 4 12 29 -58 -20 -12 -3 5 12 28 -55 -18 -10 -2 5 13 27 -52 -17 -9 -2 6 13 26 -49 -15 -8 -1 7 14 25 -46 -14 -7 0 7 14 24 -43 -12 -5 1 8 14 23 -40 -11 -4 2 8 15 22 -37 -9 3 3 9 15 21 -34 -7 -2 4 10 15 20 31 -6 0 5 10 16 19 -29 -4 1 6 11 16 18 -26 3 2 7 12 16 17 -23 -1 3 8 12 17 16 -20 0 4 9 13 17 15 -17 1 6 10 14 17 14 -14 3 7 10 14 18 13 -12 4 8 11 15 18 12 -9 --r 9 12 15 19 11 -6 7 10 13 16 19 10 3 9 11 14 17 19 9 -1 10 13 15 17 20 8 2 12 14 16 18 20 7..Shading (Shade Open) ---Efreetive Percent class (Percent glass x SC) Effective -14 -48 -69 -64 %Glass North East South :West Skylight 18 5 1 4 1 na 16 4 2 5 1 na 14 4 2 5 1 na. 12 3 3 5 2 na - 11 3 3 5 2 na 10 2 3 5 2 1 9 2 3 5 2 2 8 2 3 5 2 2 7 1 3 4 2 2 6 1 3 4 2 3 5 1 2 4 2 3 4 0 2 3 1 3 3 0 -'-r'1 2 3 2 �� 0 1 5 3 1 1 -1 .1 1 2 0 -1 -2 -4 -2 3 na = not allowed 7 7 8 a3. Shading (Shade Closed) Effective Percent Class (percent glass x SC) Effective %Glass NoM EW South West SkAht 18 -14 -48 -69 -64 na 16 -12 d2 -59 -55 na 14 12 -10 -8 -35 -29 -50 -40 -46 -37 na na 11 10 . -7 -6 -26 -23 36 -31 -33 -29 na -74 9 -5 -20 -27 -25-65 0 8. -5 -17 -23 -21.. -56 7 -4 -14 -19 -18 -47 6 -3 -11 -15 -14 -38 5 -2 -9 -11 -10 -30 4-1 0 -6 -8 -7 -23 2 0 1 3 1 19 1 1 1 1 2 3 -4. 0 2 3 4 3 0 5 5 2.0 1 2 9. Interior Thermal Mass Interior Slab Floor Raised Floor Mass Wall Stories Family Mule Stories Detached /CFA One Two Three One Two •Three 0.0 -8 -5 -4 -2 -1 -1 0.1 -8 -5 3 -1 0 0 0.3 -7 -4 -2 0 1 1 0.5 -6 -3 -1 1 1 2 0.7 -5 -2 -1 1 2 2 0.9 -5 .1 0 2 3 3 1.1 -4 -1 1 3 4 4 1.3 -3 0 2 3 4 5 1.5 -3 1 2 4 5 5 2.0 1 2 4 5 6 7 25 "Ir- 3 5 7 7 8 3.0 1 4 6 8 8 9 3.5 2 5 7 9 9 10 4.0 3 6 8 9 10 10 4.5 3 7 8 10 11 11 5.0 4 7 9 11 12 12 5.5 5 8 9 11 12 12 6.0 5 8 10 12 13 13 1 6.5 6 9 10 12 13 13 , 7.0 6 9 11 13 13 14 7.5 6 10 11 13 14 14 8.0 7 10 11 13 14 14 8.5 7 10 12 13 14 15 10. Exterior Wall Thermal Mass Exterior Single- Single. _ Sum of 1-6 Wall Family Family Mule Mass Detached Attached Famly 0.00 0 0 0 0.20 3 2 1 0.40 5 4 3 0.60 8 6 4 0.80 10 8 5 1.00 13 10 7 1.20 13 "12 8 1.40 12 13 9 1.60 10 13 11 . . 1.80 10 12. 12 200 10 11 13 11. Heating System SE or RSPF (assumes ducts In attic) Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst-= No Cooling System Installed i i I _ Sum of 1-6 5. Infiltration 6. Glass Heat Loss -25 or -24 to -14 to -4 to +6 to 16 or SE HSPF less -15 -5 +5 " +15 more 0.72 6.60 0 0 0 0 0 0 0.75 6.88 3 3, 3 2 2 1 0.80 7.33 8 7 6 5 4 3 0.85 7.79 13 11 10 8 7 5 0.90 8.25 17 15 13 11 9 7 0.95 8.71 20 18 15 13 11 8 10.0 4 Effective SE or HSPF 2 1 10.5 (SE or HSPF x duct efficiency) 4 3 Effective -25 or -24 to -14 to 4 to +610 16 or SE HSPF less 45 3 +5 +15 more 0.30 2.75 -73 -64 -56 -47 -38 -30 na 3.41 -45 -39 -34 -29 -24 -18 0.40 3.67 -34 -30 -26 -22 -18 -14 0.50 4.58 -10 -9 -8 -7 -5 -4 0.56 5.13 0 0 0 0 0 0 0.60 5.50 5 5 4 3 _..-1 -4 -4 0.70 6.42 17 15 13 11 9 7 0.80 7.33 25 22 19 16 13 10 0.90 8.25 32 28 24 20 17 13 1.00 9.17 37 32 28 24 19 15 Zonal Control Adjustment System Type Resistance 10 9 7 6 4 3 Other 6 5 4 3 2 2 12. Cooling Syst-= No Cooling System Installed i i I -Stories 5. Infiltration 6. Glass Heat Loss 7. One -5 -4 SEER -3 .2 -2 Two + 3 (assume) duets In attic) 2 2 1 I Slm of 7-10 Iletached and Attached [0.7216.6 c6t� d HSPF 10.56/5.15) 'f- -25 or -24 to t14 to -4 b +6 to 16 or SEER less -15 1 -5 +5 +15 more 8.0 -14 -12 -10 -8 -6 -4 8.5 .9 -7 -6 -5 -4 3 8.9 -5 -4 -4 -3 -2 -2 9.0 -4 3 -3 -2 -2 -1 9.5 0 0 0 0 0 0 10.0 4 3 3 2 2 1 10.5 7 6 5 4 3 2 11.0 10 9 7 6 4 3 12.0 15 13 11 9 7 5 13.0 20 17 14 12 9- 6 0 0 Effedive SEER HWR -18 -12 " (SEER xauct erlldency) -7 -6 29 Stan of 7-10 -25 -16 -12 Effective -25 or -24 to -14 to -410 +6 b 16 or SEER less -15 -5 +5 +15 more 5.0 -30 -25 -21 -17 -13 -9 6.0 -12 -11. -9 -7 3 -4 . 6.6 -5 -4 -4 3 -2 -2 . 7.0 0 0 0 None 0 0 8.0 9 8 6. er 5 4 3 9.0 16 14 12 . 9 7 5 10.0 22 19 16- 13 10 7 11.0 26 23 19 15 12 8 12.0 30 26 22 18 14 9 13.0 33 29 24 20 15 10 Zonal Control Adjustment 10 8 7 6 4 3 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation or R -v a [38 U -value (0.030) 2. Wall Insulation i- or R value 111] U -value (0.098] 3. No Cooling System Installed i i I -Stories 5. Infiltration 6. Glass Heat Loss 7. One -5 -4 -4 -3 .2 -2 Two + 3 3 :; 2 2 2 1 Single -Family Iletached and Attached [0.7216.6 c6t� d HSPF 10.56/5.15) 'f- Unit Size iso -1204" Water = t ;199 SEER[9-9 1700 2200 2700 Heater C(edit or • 1 b to to. or Type Type. less. ;1699 2199 2699 more SG None 0 0 0 0 0 or Solar 12 8 6 5 4 HP HWR 8 5 4 3 3 0% WSB 5 3 3 2 2 40% POU 8 _ 5 _ 4_ 3 _ 3 SE None 37 -24 -18 -15 -12 0 Solar -1 -1 -1 0 0 1.5 HWR -18 -12 " -9 -7 -6 29 WSB -25 -16 -12 -10 -8 4.4 POU -18 --12 -9 -7 -6 IG None 15 -3 -2 -2 -2 1.9 Solar 7 5 4 3 2 3.3 POU .3 _ _2 1 1 1 IE None -28 -19 -14 -11 -9 0.8 Solar 8 5 4 3 3 2.2 POU -10 3 -5 -4 -3 3.1 Multi-Famlfy (individual units) 4.1 4.3 4.5 4.8 I Unit Size (sQ 5.2 5.4 Water 30% 699 700 1200 1700 2200 Heater Cred-it or b to to or TYPO TYPO less 1199 1699 2199 more SG None 0 0 0 0 0 or Solar 14 7 5 4 3 HP HWR 9 5 3 2 2 3.4 WSB 9 4 3 2 2 4.9 POU 9 5 3 2 2 SE 'None -45 -23 -15 .11 -9 23 Solar 2 1 1 0 0 3.8 HWR -23 -12 -8 -6 '-5 5.3 WSB -25 -13 -8 -6 -5 1.1 -PQU _23 -12 -_ -6 -5 IG None -8 -4 -3 _ 3.9 - Solar 6 3 2 1 1 5.3 5.6 POU 1 0 0 0 0 IE None 30 15 -10 -8 -6 2.9 Solar 18 9 6 4 4 4.4 POU -8 .4 -3 -2 -2 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation or R -v a [38 U -value (0.030) 2. Wall Insulation i- or R value 111] U -value (0.098] 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) South = X7 --'N d. Interior Mass/CFA Z1 0 x = I a e. Skylight O , x_ = p. x -Ov G O Zonal,Control?; (Y / N ) `l 'y$E or HSPF TM 2 PASS Effective SE or •� �, �. , F . > [0.7216.6 c6t� d HSPF 10.56/5.15) 'f- 12. Cooling System x , by = t Zonal Control? ( Y / N) SEER[9-9 Duct Efficiency [0.74] - 13. Water Heating i Type Credit [none] r -pet MC�..b (c.ryetM .l.bl t TYPE 1 11ASSS WINC 4.2, le:.ex osed Slab) �_ 0% 5% 10% i5%20% 2S% 30% 35% 40% 45% SD% 55% 60% 64% 70% 75% 80% 857. 90% 95% 100% 105x. 110Y. 115% 120% 125- 0y. 0 0.2 0.4 0.6 0.8 1.1 1.3 1.5 1.7 1.9 21 2.3 2S 2.7 29 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.3 10% 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.9 21 23 2S 27 2.9 3.1 3.3 3.S 3.7 4 4.2 4.4 4.6 4.8 S 5.2 5.4 20% 0.3 0.6 0.8 1 1.2 1.4 1.6 1.8 2 2.2 24 27 29 3.1 3.3 3.5 3.1 3.9 4.1 4.3 4.5 4.8 5 5.2 5.4 56 30% QS 0.1 0.9 1.1 1.4 1.6 1.8 2 22 24 26 28 3 3.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 58 407. U 0.9 1.1 1.3 1.5 1.7 1.9 22 24 26 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 5.5 5.7 5.9 50% 0.9 1.1 1.3 1.5 1.7 1.9 21 23 25 27 3 32 3.4 3.6 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 55% 0.9 1.1 1.4 1.6 1.8 2 2.2 24 2.6 28 3 9.2 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.3 5.6 5.8 6 6.2 60% 1 1.2 1.4 1.7 1.9 21 2.3 2.S 2.7 2.9 3.1 3.3 3.5 3.8 4 4.2 4.4 4.6 4.8 ' 5 5.2 5.4 5.6 5.9 6.1 63 65% 1.1 1.3 1.5 1.7 1.9 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4 4.3 4.5 4.7 4.9 5.1 5.3 65 5.7 5.9 6.1 6.4 70% 1.2 1.4 1.6 1.6 2 2.2 2.5 27 2A 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 5 5.2 5.4 5.6 58 6 6.2 64 75% 1.3 1.5 1.7 1.9 21 2.3 2S 27 3 3.2 3.4 3.8 3.8 4 4.2 4.4 4.6 4.8 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 M i.d 1.4 1.6 1.7 1.8 2 2.4 26 2.8 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.0 5.1 5.4 5.6 5.8 6 6.2 64 66 1.9 2.1 3 2.5 2.7 2.9 3.1 3.3 3.5 3.8 4. 4.2 4.4 4.6 4.8 5 52 54 5.6 5.9 6.1 63 6S 67 90Y.' 1.S 1.7 2 2.2 2.4 26 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.5 4.7 4.9 5.1 53 5.5 5.7 5.9 6.2 6.4 66 68 95% 1.6 1.8 2 2.2 2.5 27 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.3 4.6 4.8 S 5.2 5.4 5.6 5.8 .6 6.2 6.4 6.7 6.9 100% 1.7 1.9 21 2.3 2.5 28 3 3.2 3.4 3.8 9.8 4 4.2 4.4" 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 105% 1.8 2 22 2.4 IS 28 3 3.3 3.5 3.7 3.9 4.1 4.3 4.5 4.7 4.9 5.1 5.4 5.6 5.8 6 6.2 6.4 6.6 68 7 110% 1.9 2.1 2.3 2.5 2.7 29 3.1 3.3 3.6 3.8 4 4.2 4.4 4.6 4.8 5 5.2 5.4 5.7 6.9 6.1 6.3 6.5 6.7 69 7.1 115% 2 2.2 2.4 2.6 2.8 3 3.2 3.4 3.6 3.8 4.1 4.3 4.S 4.7 4.9 S.1 5.3 5.5 5.7 5.9 6.2 6.4 6.6 6.8 7 7.2 120% 2 2.3 25 2.7 2.9 3.1 3.3 3.5 3.7 3.9 4.1 4.4 4.6 4.8 5 5.2 S.4 5.6 5 8 6 6.2 6.S 6.7 6.9 7.1 7.3 125% 21 2.3 2S 2.8 3 3.2 3.4 3.6 3.8 4 4.2 4.4 4.6 4.9 5.1 5.3 5.5 5.7 5.9 6.1 6.3 6.5 6.7 7 7.2 7.4 Point System Summary: Climate Zone 11 SCORE CARD Measures 1. Ceiling Insulation or R -v a [38 U -value (0.030) 2. Wall Insulation i- or R value 111] U -value (0.098] 3. Raised Floor Insulation 4. Slab Edge Insulation 5. Infiltration 6. Glass Heat Loss 7. Shading (Shade Open) a. North b. East c. South d. West e.- Skylight 8. Shading (Shade Closed) or R-value[191 U -value [0.0371 or R -value 101 F2 factor [0.77] D�;Ple- it, Type [double] U -value [0.65] ` - .., % Total Glass (16] % Glass SC Eff. % Glass X X = 231 ; rO X _ D 1 X 1 �� _ • 9. Interior Thermal Mass, _ % Glass SC Eff. % Glass a. North Z1 'D x .(Oro = 1.3 b. East x = 24 c. South = X7 --'N d. West Z1 0 x = I a e. Skylight O , x_ = p. 9. Interior Thermal Mass, _ TYPE 1 MASS AREA $ 1 - i :' fi t P 10. Exterior Wall Mass Interior M tss/CFA COND. FLOOR TYPE 2 MASS AREA AREA its-;; Tt►�� -; Exterior Wall Mass _ $ ND. L OR AREA 11. Heating System / x -Ov G O Zonal,Control?; (Y / N ) `l 'y$E or HSPF Duct Efficiency (0.78] Effective SE or •� �, �. , F . > [0.7216.6 c6t� d HSPF 10.56/5.15) 'f- 12. Cooling System x , by = t Zonal Control? ( Y / N) SEER[9-9 Duct Efficiency [0.74] Effective SEER [7.03] 13. Water Heating i Type Credit [none] Point Scores Zi 0 s Z 0 3 1 0 I Ir Sum 1.6 Sum 7-f0 3 I r D PALMI Tn!/yr. ' // Certificate of Compliance: Residential Climate Zone 11 Mandatory Measures Checklist: Residential ' ." MF -111 Project Address Documentation Author Telephone /0;9 7- ButldJReKPem49 &791 Checked By / DateBy / Date Fnforcartent Agency Use Only BUILDING DATA Glass Area % Glass North Z. D Conditioned Floor Area VAO Number of Stories _JL East Slob/Raised Floor Number of .Units South (Ito tgle Family Detached (SFD) [ ] AdditionAlone West , d [ ] Single Family Attached (SFA) [ ] Existing Building Totalylight [ ] Multi -Family (MF) [ ] Existing -Plus -Addition, BLUDING SHELL INSULATION. Component Insulation Locatiinn/Comments Type R-Value 9� (attic. to Garage, c2ical. etc.) Wall.............. Wall.............. Roof ............., Roos' ............. Floor ............. Floor ............. Slab Edge..... GLAZING Shading Devices Glazing Area Glass Type Interior Exterior Overhang Framing Type Orientation (SO (single, double) (roller blind. etc.) (she&*creen. etc.) (yes/no) (metal/wood) worth () bo D6 L� T C_ .North ( ) East ( )� East ( ) Sourh Sou Ch ( ) West West ( ) Skylight....... SOL THERMAL MASS Type/Covering Area Thickness (slab/exposed tile, etc.) (sf) (inches) Location/Description (kitchen, bath, etc.) SATO '°'Z .3 LAwimy G L _� • o tv HVAC SYSTEMS Minimum Duct Type (furnace, air Efficiency Location Duct Output Manufacturer / Model # conditioner, heat pump) (SE, SEER,HSPF) (attic, etc.) R -Value (Btuh) (or approved equal) 40 Pull i7Z Cot ihm- DSO. a, Maximum Furnace Heating Output: Btuh HOT WATER SYSTEMS Tank Manufacturer/Model # AP P Q System Type (storage gas, etc.) Capacity (or approved equal) Specral Featdi�e �/ S � Ser SPECIAL FEATURES/REMARKS (Add extra sheets if necessary) i NOTE: Lowrise residential buildings subject to the Standards must contain these measures reprdlem 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 rioted shall be considered by all parties as binding minimum component perfomwncce specifications for the mandatory measures whether they arc shown elsewhere in the documents or on this checklist only. DESCRIPTION DESIGNER ENFORCEMENTBuilding Envelope Measures §2.5352(a): Minimum ceiling insulation R.19 weighted average. §2.5352(b): Loose fill insulation manufacturer's labeled R -Value. §2.5352(c): Minimum wall insulation in framed walls R -I l weighted average (does not apply to exterior mass walls). ' - §2-5352(k): Slab edge insulation - water absorption rate no greater than 0.3%. crater vapor transmission rate no greater than 2.0 poWutch. §2-5311: Insulation specified or installed meets California Energy Commission (CEC) quality standards. Indicate type and form. §2.5352((): Vapor barriers mandatory in Climate Zones 14 and 16 only. §2.5317: Infiltration/ExfhltrationControls a. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. b. Doors and windows certified. c. Doors and windows weatherstripped. all joints and penetrations caulked and sealed 12.5352(e): Special infiltration barrier installed to comply with 12.5351 mocur CEC quality standards. §2-5352(d): Installation of Fireplaces 1. Masonry and factory -built fireplaces have: a. Tight fitting, closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. HVAC and Plumbing System Measures 12-5352(8) and 2-5303: Space conditioning equipment sizing: attach calculations. §2-5352(h) and 2-5315: Setback thermostat on all applicable heating systems. ° §2.5316(a): Ducts constructed. installed and insulated per Chapter 10, 1976 UMC. §2.5316(b): Exhaust systems have damper controls. 62.5314(c): Gas-fired space heating equipment has intermittent ignition devices. §2-5314: HVAC equipment, water heaters, showeritcads and faucets certified by the CEC. §2-5352(1): Watts heater insulation blanket (R-12 or greater) or combined interiorlexterior insulation (R-16 or greater): fust 5 feet of pipes closest to tank insulated (R-3 or greater). §2.5312(Excep6on 1): Pipe insulation on steam and steam condensate return At recirculating piping. §2-5318(d): Swimming Pool Heating 1. System has: a. On/off switch on heater. b. Weatherproof instruction plate on heater. --• — c. Plumbed to allow for solar. 2. 75 percent thermal efficiency. 3. Pool cover. 4. Time clock. 5. Directional water inlet Lighting and Appliance Measures §2-53520): Lighting - 25 lumens/watt or greater for general lighting in kitchens and bathrooms. §2-5314(c): Gas feed appliances equipped with intermittent ignition devices. 12-5314(a): Refrigerators, refrigerator -freezers, freezers and fluorescent lamp ballasts certified by the CEC. Indicate make and model number. COMPLIANCE STATEMENT This certificate of compliance lists ttx building features and performance specifications needed to comply with Title 24. Chapter 2-53 and Title 20.0mptcr2, Subchapter4. Article 1 of the California Administrative code. This certificate has been signed by the individual with overall design responsibility and the building owner. who shall retain a copy of it and transmit the certificate to airy subsequent purchaser of the building. Designer Building Owner Name; Name: Titleffiu n 'I iticirvitt. Address: Address: 1 Tekphonc Tekphonc I, Lic. 0: " Z, (signature) (date) (signature) (da(e) Documentation Author Enforcement Agency t Name: Nance: t Tutk/Furn: Agcy: Address: Tekomc: J TITS PRtvATE GARAGE FOR FRANK sAKLEY OURNAN !BUTTE CG(A(TY), CA. SITE PLAN 1. REQUIRED SPECIAL INSPECTIONS SMALL BE PERFORMED BY AN INDEFeCENT SCALE 1.DIY SPECIAL INSPECTOR PER SECTION 1101 OF THE UBC AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. .-ovlronmental o ealty 2. THE CONTRACTOR SMALL SUBMIT SPECIAL INSPECTOR CERTIFICATIONS TO TME BUILDWS DEPARTMENT AT TME TIME OF PERMIT APPLfC.ATION. THE SPECIAL ®C y /, i 200 ! INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR To Po■boro•e clay Po Box 1!4 Y l d p l� C A 96346 P6o�o: (209-11066-4844 P.-=: tlOpee�e°-4.ra4 BEGINNING CONSTRUCTION. Chico, California Q r --------T --------------^4 - — -- --- —+-- �. L EXISTING%/ jj 11 �/Al, �1 DRIVEWAY I / / 1 ' J '� ' , /�% % � i r, p dol 20' 40'L. 135't I p — EXISTWG REstDEN 1 ' « ppAP,��PRrU�V�ED OjAe � - ol ,�10 PUE � EXISTMG 8EPTIC.SYSTEM SITE PLAN.- 1'040' BUTTECOlNTY' AM 039=540 -00'3 -GOO ou lm- FRANC SAKLEY P.O. BOX 155 0mum, G4. a G04ERQL wm AND ��$ TO TFESE PLANS AND ALL APPLICABLE CODES BUILDING C=E. tNCLWM ne MI EDmON OF THE UNPOW 2- STEEL BUILDING SILL SMALL BE DESW*W BY OT4ER8 TO UBC AND MBMA FEaWREnWM CULATICM AS GUMED�BY LOCAL SMALL HUILD �ARTMEW. AND CAL MINTMUI'f DESIM LOADS: ROOF'LIVE LOAD: MINMJM PER UBC TABLE t6 -C WO LOAD. 80 MPH / EXPOGURE 'B' SEt"C' ZONE III - SOIL PROFILE ad 3. STEEL BUILDING SMALL BE:FABRICATED (INCLUDING ALL WELDING) M AN AISC C ERrFIED SHOP APPROVED BY THE LOCAL BUILDINCs DEPARTMENT PER UBC nomBUILDING MANFACTURER SHALL SUE"IT'CERTIFICATI" AND OTHER INFORIMATICN AS REQUIRED FOR APPROVAL BY BUILDING DEPARTMENT. SPECdAL 1' P TIONSs TITS PRtvATE GARAGE FOR FRANK sAKLEY OURNAN !BUTTE CG(A(TY), CA. SITE PLAN 1. REQUIRED SPECIAL INSPECTIONS SMALL BE PERFORMED BY AN INDEFeCENT SCALE 1.DIY SPECIAL INSPECTOR PER SECTION 1101 OF THE UBC AND LOCAL BUILDING DEPARTMENT REQUIREMENTS. .-ovlronmental o ealty 2. THE CONTRACTOR SMALL SUBMIT SPECIAL INSPECTOR CERTIFICATIONS TO TME BUILDWS DEPARTMENT AT TME TIME OF PERMIT APPLfC.ATION. THE SPECIAL ®C y /, i 200 ! INSPECTOR MUST BE APPROVED BY THE BUILDING DEPARTMENT PRIOR To Po■boro•e clay Po Box 1!4 Y l d p l� C A 96346 P6o�o: (209-11066-4844 P.-=: tlOpee�e°-4.ra4 BEGINNING CONSTRUCTION. Chico, California 3. ALL INSPECTOR'S MANDUIRITTEN DAILY LOGS SMALL BE AVAILABLE ON THE JOBSITE FOR REVIEW BY BUILDMG DEPARTMENT FIELD INSPECTORS. 4. COPIES CF ALL INSPECTOR IMPORTS SMALL. BE FILED WITH THE LOCAL BUILDING DEPARTMENT AND CRANDALL ENGINEERING. FerORTS SMALL BE FILED WEEKLY DURING CONSTRUCTIOK REPORTS SMALL NOTE ALL DISCREPANCIES WHETHER CORRECTED OR NOT. 5. UPON COMPLETION OF TME PROJECT, TME INSPECTOR SMALL SUBMIT A FINIAL; SIGNED RE -PORI STATING WHET14ER THE WORK REQIIIRMG SPECIAL INSPECTION . WAS, TO THE BEST OF TME INSPECTOR'S 1040U -EDGE, WAS PERFORMED M CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS' AND TME APPLICABLE WORPglANSMIP PROVISIONS OF THE UBC AND/OR ICBO REPORT. b. SPECIAL NbPECTICN IS REQUIRED FOR THE FOLLOWING ITEMS AND PROCEDURES AS NOTED. NIGH STRENGTH BOLTW= A. ALL HIGM STRENGTH BOLTS ARE. TO BE METALLED USM .'NI1I OF TME NUT" METHOD SPECIFIED M T14E NINTH EDITION OF T14E AISC 'BPECPICATION FOR STRUCTURAL JOINT'S USING ASTM A325 OR A490 BOLTS'. B. TESTER SMALL. VERIFY THAT TFE MEMBERS TO BE. GOhMCTED ARE PROPERLY ALIGNED PRIOR TO T1C*nE NG AND THAT BOLTS AND U146MERS CONFORM WITM THE ASTM CIFICATION (A325 OR A4SO) AS RECUIRED ON THE PLANS. C. TESTER SHALL OBSERVE. THE CALIBRATION PROCMXMS, WHEN REQUIRED AND MONITOR THE NSTALLATICN OF BOLTS -TO DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN. DRAW TOGETHER. D. INSPECTION OF HIGH STRENGTH BOLTING WILL BE BY THE CURRY GROUP OF REDOING, CA INDEX OF DRAWINGS Cl SITE PLAN Al FLOOR PLAN' & SECTIOI A2 ELEVATIONS S1 FOUNDATION PLAN S2 FOUNDATION DETAILS STEEL BWLDMG CERTIFICATION THE PLANS FOR THE STEEL BW W..6 PREPARED BY CUTLER M~A=Mi* CA"'IF'ANY (JOS NO. Dol -O MOD) AND SEARIWx n - STAMP AND SIQ"rJRE CF SHAWN MM Gl SK RCE 5114, HANE BEEN EXAMNED AND FOND TO BE COMPATME WITH TEE; OVERALL DEOM CF THIS PROJECT iiIs N011'*M YAYiY MONO r/ TITS PRtvATE GARAGE FOR FRANK sAKLEY OURNAN !BUTTE CG(A(TY), CA. SITE PLAN Rev(slonx SCALE 1.DIY SHEET C1 �, 5 Fl�J•4C QAUINDT t' RANDALL ENOINEERINQ. Po■boro•e clay Po Box 1!4 Y l d p l� C A 96346 P6o�o: (209-11066-4844 P.-=: tlOpee�e°-4.ra4 fll]11Tl�EE�1o1ltNE arto0.G "m4990 IBZPHG ? (ZIM 34&-7200FA: t�� �-60b olov5 t 1.^.:/ .wF'}y-:s s .•. :_.'-J"4.'l+I• .. r, d .!. ,..'_..`.'•`. f•,f,,,.... Y _. 7*—•....•� •;P• pd y;,tiw..j;A • _ ' r e YC _ _, •,,.,�''r � -- ' � .: , • ' . - ` .• .• . This set .. � • . - of, planf.and specificatigns ML iST to kept on theJob-at.all times ands is s�nFv�tful ` any changes or alterations on same with} , �oT ' `� :,' out written permission from the Q pmt { ',,r ": sr •t',L ".. public Works, County of Butte. e t 09 6.1 NOTE:' . Af Materials& W i � ` � ` . ' • 'Of Accorda 'WTA Recognized rGoaod p P. Ail Be q fiY prescribed for the p rbctices ate' , 1 • M hnifor5n Building, Plumbing & Mechacied use in e Np#ional Electrical Code, apical Codes a' 111nu 4un4�).:;;44IG , W/itJ_bddd. A setback of ft from the Y - ;;,. • • i ) ' {property lines and a setback'. -of ' : 50 ft. from the roadIr ` - Y L-/] T'' --r : centerline shall be clear of - — ---f _ / • __ �' structures Qutprnent except 1• .. • ? , A �1..., _ IS/O . C) ,. -for a z ft. eave overhang: r _ _:' � 4{:� $UTTE COUNTY } Z _' �..-_.._ ; _•y N .,. : •. . •, �• . -, •• +, ', '� .. ' � marc.. 'off .��-F�sF��;�, t x' Y��3#.�Q,lNG , DEF' TMENT " t ' i L - •Y ,' f ' 1 • , - `1 • • - • ' • t r - J.i • - • • •- • ' .Y i fid" , f mOV En• � . • J . r - .r _ ' - .ti. .t _,�Y'�ii.. tali _ , •i .,+, 1 APPROVEU 3 �.g C0.H H6aM BUTLER15 STEEL ROOFING 40f-0^ WITH ZN-AL FMISH I, 20'-01 i U a� GUTTER _ O Z-FURLMS • BUTLER SHADOWAU,- " 30 FIBERsLASS _ STEEL BIDING INSULATION (R 10) i TRANSLUCENT FRP�i (P WITH MG VINYL BACK ROOF PANELS GIRT BY i (TOTAL OF 4) r Q i BUTLER MG m ' , STEEL FRAME BY X C 0NC1RE7E BUTLER MG. FLOOR i X i i O f r------PRIVATEG. MACIE" r------� - - - - - - CUl, 6 6 CUPAt4CY) - - - -' o . \4 CONCRETE SLAB ABS �� '� WITH 6/6/10/10 U UM VENTS (2) TI GN APEA. IS• TO WE USES- ONLY, I FCR' T1$- STORAGE OF PRIVATE _ MOTOW VENICLES.. =f , ill --I 1 � �— 4^t CLEAN GRAVEL BASE EM'OSED STEEL 3010 C2JU NS SY \ 2 i BUTLER; 0 1 SECTION s� Z �nb AI S O - FLOOR: PLAN. 1/86■1'-0• cl� BUILDWS DATA - 1991 U.B.C. CroCUPANCY GROWL U-1 CPRlYATE C*4PAGE) TYPE OF CONBTRLLGTIm Y N LOCATION CN PIROF'ERI T W't TO RIOW AT EAST 10' TO F'L AT NORT14 104'! TO PL AT SAWN 20' TO EXMTWa EIWDLNG AT WEST FLOOR AREAS PROPCOM AREA ■ 1.200 861. Ft ALLOWdpLE AREA 3000 SQ FT. (UBC 3120 HEIGMs PROFNC* D 14EIGW . 11-301 MA)Cq"1<I^I ALLCULA0LE 1 EIGHT ■ 4O' MJr'IDER OF 8TOR1ESi PIQ0f°0GW s SINGLE"STORY ALLOWA19LE . 81N3LM6T0RY OCCUPAWLOAD+ 6,002PANWArr M R'200 SiF(GARAGE) exrm i EXIrFeauRED FOR`LESS THAN 30 OCCWANM f 2.EXrMF1140VIDED Revisions: 0 'a. i � �'II n• a0. NOTED JOB. 01065 FILE: NUBS/01065/ -7717A Al 5 L C) < ;y cn O 0 ®f 0 �� ® Q M J = e x aa6 � O a =10 ;» 0 J LL ` VOO Q a� Z o &c; t _ 0 0, a NOTED JOB. 01065 FILE: NUBS/01065/ -7717A Al 5 L C) < ;y cn O 0 ®f 0 �� ® Q