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HomeMy WebLinkAbout078-380-017078 -SZ -0/7 Q36--i-i-2 034 PERMIT#97-1819 SIMMONS, Larry 'AMT VE Rd, Oroville Cont: American Western Concrete New Pri Det Shop/0 -/S QW -i -t-3 00-1320 SIMMONS�-L,RRY ROY 4985 VE ROAD, OROVILLE X3.6 CONTR: BEN SHARPE'EL-ECTRIC ELECTRIC SERVICE FOR LIFT Ivt�?w+�s�.!+t,I��a:+,y�c'-r��umr.;aps,:.ar,r ry:', s(�k7�K'J"T' v"apt;tiIi1gt�iM?�A%ti►"',$'Sj#'+i%+'tivF _""� COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) q38-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT Z- ASSESSOR PARCEL NUMBER 036-112-034 ZONING BUILDING PERMIT OWNER LARRY ROY S S TELEPHONE Sp, FT, OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 14 ROCRRIDGE RD OROVILLE 95966 CONTRACTOR'S NAME B SHARPE ELECTRIC TELEPHONE 533-5218 CONTRACTORS MAILING ADDRESS PO BOX 1390 CWVILLE 95%5 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4985 VE ROAD OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other j SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC SERVICE FOR LIFT STATION Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G WF__ @20.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 t Main Service A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. G License Class to - )a Lic. No. S ! �� / OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service TO MAN 46.00so WEE200A CCU000A NEW CONST. DWELLING OCCUP. OR ADDNS. ( a ACC. BIDS. SO 3.5¢Fr: P1 .REOSID * MULTI.N Ur 97,50 7,50 POWER APPARATUS a SINGLE OUTLET CIR. Ex, Occup. OUTLET OR FIXTURES zo ® I.00 BAL .50 FIXED APPLNS. OR Ex. Occup. ovrLETs RESID, EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE t 50 WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permitis issued. My workers' compensati9p insurance carrier and policy number are: Carrier (-Jln Policy Number _71;q- 55 // /7, c_100 ;7:.iy (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith compiy.with those provisions. X __toDate -` Signature of Applicant - ❑ Owner ❑'Contracr ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or constructionfry structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Coolin Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 50.50 HA2 D FEES IMP FL000 CDF PARCEL PD HD 5SU This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. - - 00of `8 / T3 \ Ltil (�;� c� L! pate/ PERMIT EXPIRES ON Deta Receipt No. ,'` % `; ,c ;� // ,,' , WHITE-D.D.S.-B.D. •CANARY -ASSESSOR PINK'I'NSPECTOR GOLDENROD -APPLICANT Y COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 PE MIT NO. (Rev.12/96) APPLICATION AND PERMITl� ASSESSOR PARCEL NUMBER 036-112-034 ZONING BUILDING PERMIT VI - OWNER LARRY ROY SIMMONSTELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 14 ROCKRIDGE RD OROVILLE 95966 CONTRACTOR'S NAME B SHARPE ELECTRIC TELEPHONE 533-5218 CONTRACTORS MAILING ADDRESS PO BOX 1390 OROVILLE 95965 CONSTRUCTION LENDER ' LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filen Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 4985 VE ROAD OROVILLE Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: ELECTRIC SERVICE FOR LIFT STATION Gas piping system 1- 5 outlets 15.001 Building sewer 15.00 Mobile Home I S I G I W 420.00 PERMIT FEE S ELECTRICAL PERMIT Filing Feel 20.00 a00OR LESS Main Service AORLESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is i full force and effect. ?n QCT License Class _/0 /0 Lic. No. J 7 I 7 J OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ lram exempt under Sec. Business and Professions Code for this Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR AODNS. ( a ACC. BLDS. So 3.5QFT; No RESIO. MULTI.OUTLET @7.50 50 POWER APPARATUS 8 SINGLE OIJTLEf CIR. Ex. OCCU OUTLET OR FIXTURES �0 @ 1.00 Ex. Occup. GFucuTE D AFI oR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 90.50 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 worker'c atm il9nce carrier and policy number are: Carrier (AW Policy Number -7/3-55 //NlT 600 Z (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fadhwittgbm ithlfiose provisions. X L� Date Signa re of Applicant - ❑ Owner Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ cm ro HAZ. D. FEES IMP FLOOD CDF PARCEL PD ND ISS This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. ♦ _ t�0 ^- PERMIT EXPIRES ON Y '—/ d _0 �- (Date) ReceiptNo. T WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINKTNSPECTOR GOLDENROD -APPLICANT r GJNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION .7 County Center Drive - Oroville, California 95965 -,Telephone (530) 538-7541 PERMIT NO. 2/96) APPLICATION AND PERMIT csonPARCELNu �� a —6'Z. ZONNO BUILDINGPERMIT : n✓ Q� TEn"°NE SO. FT. OCC. BUILDING VALUATION 217 M.UUNO AD �j -mcmR's NAME n n TELPNONE S'2 ,> . C-9/ -/'O 06 -5 k J z9 n o ; TAUCMN LENDER IEWS MMUNO AOORESS iRECT OR ENOINEM ; CT OR 04ONEiRI MALINO ADDRESS NO. I SUBDIVISION'SNAME USEOFSTRUCTURE ❑ Duplex O Mobilehome O Other SPEOPI NO. Fireplace na or vent BAL .70 Ex. Occup. OVTU-m FSID.) EA Total Valuation = Temporary Service 23.00 Filina Fee S 20.00 Permit Fee 5 Plan Checking Fee S Energy Plan Checking Fee $ S PERMIT FEE _ PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each water heater 15 00 TYPE OF WORK If ,Gas piping system 1 - 5 outlets 15.00 nv ❑ Addition (3 Remodel ❑ Utilities O Inste+6ntion ❑ Other ❑ Building sewer 15.00 +scribe Work: Mobile Home I S I G I W @20.00 7 GyT �1 O JA-) PERMIT FEE _ ELECTRICAL PERMIT Filin Fee 20.00 Main Service oo°YA OOR LESEss 23.00 Main ServiceA TO IOWA 48.00 NEW CONST. DWELLMO OCCUP. 3.5¢so. OR ADONS. & ACC. IZDS. FT. MULTFOURtT GG NON-RESiD. ( Mo . &a-- ) @7.50 -yam Ex. Occup. O{%TLET OR FDnWES BAL .70 Ex. Occup. OVTU-m FSID.) EA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE I _ MECHANICAL PERMIT I iling Fee.1 20.00 Heatin 8.50 Ventilation Mobile Home Installation Fee I $ Energy Inspection Fee L °C COST' 7Y°E TOTAL FEES 0 NAZ I o. rtes I -F, I mmo I col I PWRL I Po I No I ssuE This permit Is hereby Issued under the applicable provisions of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date +- AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVELLE, CA 95%5 AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RESIDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required this acknowledgment to be recorded prior to issuance of a building permit. The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte, State of California, described as follows: Date PROPERTY OWNERS: State of California County of On before me, personally appearedpersonally known to me (or proved to me on the basis of satisfactory evidence) to be the person(s) whose name(s) is/are subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their authorized capacity(ies), and that by his/her/their signature(s) on the instrument, the person(s) or the entity upon behalf of which the person(s) acted, executed the instrument. WITNESS my hand and official seal Signature Seal: A.P. # r" RESIDENTIAL 036-112-034 PERMIT#97-1819 SIMMONS, Larry PERMIT NO. VE 9d, Oroville Cont: American Western Concrete PERMIT EXF New Pri Det Shop �/0?�/9 b OWNER CONTR. ASSESSOR PARCEL LOCATION Yy Ij Vo jT a.T Ht'('tA- ('2> 1 1z OFFICE COPY Address 0/&-11, V 0'� Meter By ELECTRIC Date---_ Meter By Dat • Temp. Power Pole Called PG&E— Temp. Elec. Service Called PG&E Temp. Gas Service Called PG&E JOB FINALED (Date) C)— Signature ✓ = #OK 0. Not OK = Not Applicable * = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. ZoningSetbacks-Easments-FloodSlope 2. Ftg., Main; Soils-Elec. Gmd. / P Ftg. Depth Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing 3. Ftg. Garage; Soils-Steel-Elec. Gmd/ P Ftg. Depth Date 4. Ftg. Porches & Decks; Soils -Steel-/ P Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped Hangers -Post Caps -Anchors -Connectors 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors . 7. Slab, Steel4Nrapped 8. Piers -Fireplace Ftg.-Steel Bdrm. Windows or Exiting Doors -Sill HgL & Dimensions 9. D.W.V.; Fall -Fitting -Test -2 Way C/0 -Sewer Test Garage Fire Protection Framing 10. UF. Gas Pipe; Size Anchors - Yard Gas Piping; Size Test Property Line Firewall & Openings 11. Water Pipe; Test -Anchors -Regulator -Service Test Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 12. Electric Underground Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 13. Pienums & Ducts; Clearance -Material -Support -Ins. 55. 14. Girders. -Sills -Anchor Bolts -Joists Vents-Crippies 56. 15. Access & Ventilation 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 16. Insulation 58. Glazing Area -Glass Protection -Skylights -Plastic Date Shear Walls; Nailing -Bolts Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 62. PLUMBING (Permit) OK except #'s 17. Water Hlr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection Card B-1 Date Card B-1 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 63. 22. Gas Pipe; Sixe & Anchors 64. Smoke Detector Date 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. Protection Card B-1 Date Card B-1 Date Bedroom Exiting Card B-1 Date Card B-1 Date G.F.I. & Bath Fixtures & Tub Access -Spa ELECTRICAL (Permit) OK except #'s 68. 23. Fixture & Transformer Clearance -Ins. Protection 69. 24. Elec. Receptacles Spacing -Lights & Switches at Doors 70. 25. Size Boxes & No. of Conductors Stapled 71. 26. Romex Installed Close to Edge of Studs & C.J. 72. 27. Equip. Ground made up w/Mech Fastners-Bond Gas & Water 73. Elec. Outlets & Recepticales at Kit. Counter 28. 2 Appliance Circuts in Kitchen & Conductor Size GFI Garage Fire Door; Swing -Landing -Closure 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or AI A.C. Duct in Garage -Damper 30. Range Circ. / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes 0 No Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. In Garage; Above Floor -Meth. Protection 31. Service -Riser Conductors & Ground -Main Disconect 77. Plb., Elec. & Mech. Equip. Listed for Location 32. Equip. Clearances Panels -Motors -Meeh. Epuip. Elec. Receptacles in Garage (G.F.I.)-Romex Protection 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor p Yes Date Following Instid./Drive 0 Yes 0 NoANalks 0 Yes 0 No/Planters 0 Yes 0 No Card B-1 Date Card B-1 Date Stucco Brown -Finish Card B-1 Date Card B-1 Date A.C. Unit Disconnect, Electrical -Plumbing MECHANICAL (Permit) OK except #'s 85. 35. A.C. Ducts Insulation & Support 86. 36. Vent Fan, Exhaust above insulation 87. 37. Condensate Drain & Overflow, Size & Grade 88. Ventilation Throught House 38. Fumance-Vent Access -Comb. Air -Return Air Vent 115 outlet Glass Protection 39. Attic Access & Platform if Furnace in Attic Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sits Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rftr. Ties-Purtin-roH 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 HgL & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext Doors -One 3 -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior / Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace; Vents -Clearance -Comb, Air-Conector- In Garage; Above Floor -Ducts -Meeh. 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. Fat. & Appliance; Ground. -Air Gap -Cooking Clearance 73. Elec. Outlets & Recepticales 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 -Meth. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (G.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 p Yes 82. Following Instid./Drive 0 Yes 0 NoANalks 0 Yes 0 No/Planters 0 Yes 0 No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throught House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/0 to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 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: V=OK + O = Not OK Not = Not Ready ble MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 7. Well Clearance8 Disconnect 1. Zoning Requirements - Setbacks - Easements 8. Utility Clearance 2. Soils; Special MH Support Sketch 3. Sewer, Location -Test -Fall -CIO -Concrete 4. Water, Location -Test -Easement Needed (Sketch) Card B-1 Date Card B-1 5. Electricity; Location-ClearancesGmd-/ /Amp,-Ccrete Card B-1 Date Card B-1 6. Gas; Location -Test -Wrap; / /tit �lN�eiSi6µ�alL eE',tJ10 (aFA(M Q oQ74 CELLANEOUS Date DE , C CARPOSITS, GARAGES lens OK except #'s RequirementsSetbacks-Easements ', tirtgs; SoilsStm-DepthSpacng-ConnectorsSteel 3. Decks; Girders and/or Joists-Deddng-BracingStairs-Rails 4. Wood Awn.; Posts -Beams Rftrs.-Connectors Shthg -ft. Bracing 5. Alum. Awn.; Columns-ConnectionsSplioe-Decal-Enclosures 6. Ca ; Windows -Doors lec ' g.; Sils-AnchorsStuds-Rftrs-Trusses 9. Sidipg;NaiPng-VeneerStuoco-Mesh f; Shthg-Roofing 1t, -EIC, Stepa-Door"ridings 12. Braced WAII.Panels Date -Q 7 Card B-1 /L Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS(Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability ' 3. Pod Structure; SteelConnections-Thicknesi Dead Men -Lining 4. Elec.; Receptacles and lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 VoltsGF1 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6Circulating Equip. -Heater 8. Eke.; Grounding; Equip. w/5' Circulating Equip. -Pod 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 / /Nat or/ /"L tL/ /LPG 7. Well Clearance8 Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK exceet #'s 1. Zoning Requirements- Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test- a rKl Valve•Connector 4. Electricity; MH IM -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/0 to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy 12. Permanent Foundation Only: License Decal Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 �lN�eiSi6µ�alL eE',tJ10 (aFA(M Q oQ74 CELLANEOUS Date DE , C CARPOSITS, GARAGES lens OK except #'s RequirementsSetbacks-Easements ', tirtgs; SoilsStm-DepthSpacng-ConnectorsSteel 3. Decks; Girders and/or Joists-Deddng-BracingStairs-Rails 4. Wood Awn.; Posts -Beams Rftrs.-Connectors Shthg -ft. Bracing 5. Alum. Awn.; Columns-ConnectionsSplioe-Decal-Enclosures 6. Ca ; Windows -Doors lec ' g.; Sils-AnchorsStuds-Rftrs-Trusses 9. Sidipg;NaiPng-VeneerStuoco-Mesh f; Shthg-Roofing 1t, -EIC, Stepa-Door"ridings 12. Braced WAII.Panels Date -Q 7 Card B-1 /L Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS(Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability ' 3. Pod Structure; SteelConnections-Thicknesi Dead Men -Lining 4. Elec.; Receptacles and lighting, Distance-GFI 5. Elec.; Pod Lighting; 15 VoltsGF1 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/6Circulating Equip. -Heater 8. Eke.; Grounding; Equip. w/5' Circulating Equip. -Pod 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 �c COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION • 7 County Center Drive - Oroville, CaiNornia 95965 - Telephone (916) 538-7541 ER T NO. (Rev. 12/96) APPLICATION AND PERMIT ' ASSESSOR PARCEL NUMBER 036-112-034 AR ZONING BUILDING PERMIT OWNER LARRY - I TELEPHONE SO. FT. OCC. BUILDING VALUATION 1200 U 21 600.00 OWNER'S MAILING ADDRESS 14 ROCKRIDGE RD OROVILLE. CONTRACTOR'S NAME AMERICAN WESTERN CONCRETE TELEPHONE ' CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ 21,600.00* ARCHITECT OR ENGINEER LICENSE NO. —Filing Fee $ 20.00 Permit Fee $ 225.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 146-25 BUILDING ADDRESS (� Y S Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other PVT DET SHOP SPECIFY Each Trap 9 7.00 14.00 Solar or heat pump water heater 23.00 Water piping 19,00 Each as water heater or vent TYPE OF WORK New ❑X Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: PVT DET SHOP (30'X40') Gas piping system 1 - 5 outlets Buildingsewer W Mobile Home S G W PERMIT FEE $ AL nn ELECTRICAL PERMIT Filing Fee 20.00 Main Service 20.A OR LE S 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class LIC. NO. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Main Service TOING 46.00 NEW CONST. DWELL EE OCUP. CCU OR ADDNS. ( 6 ACC. BMS. 3.5¢S°s,. NEW CONST. MULTI.OUTLET NO.RESID. C , c 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. Ex. Occup.OUTLET OR FDCTUREs 20 Q I.00 BAL @ .50 Ex. Occup. °FIxuxEE'AR�ooR� 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ 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.) eyI certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply w'tl those provisions. (� 9 X __ Date d '��✓ [ _ Signature of plicant � caner ❑ Contractor ❑ Agent An OSHA per itis required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ V CONST. PE j - TOT#L FEE $ 540. 25 H. H D. FEES IM J FLOOD X CD PARC PD �- H Esu This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been By n Dat PERMIT EXPIRES ON D �� provisions to do work paid. Q �y ere Receipt No. 224316 – –2-2 O. G!' WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR A OLDEN ROD -APPLICANT .. tet. i —.. "Ii �" � � _ • r( • � .- � "� , � COUNTY OF BUTTE DEPARTMENT -OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLV, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL NUMBER: Proposed Building Use: Building Inspector: Date: At time of permit application, I was advised tife following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted.------------------------------------------------------------------------------------- C/ Plot plans 0 sets, signed by the preparer of plans.------------------------------------------------------------ 4k . Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- 7 Engineered plans sets, with wet signature on plans. All engineering must be shown on plans. -------- 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑6. Energy Design Compliance and supporting documentation. ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ---- ❑ 8. Hazardous Material Form. ------------------------------------- 0 9. Manufactured Home data and installation instructions including Tie Down Specifications .------------------ -Fees of $ /a 9, ------------------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule. ------------------------------n--w-- ------ --f --------- 11. California.Department of Forestry plan approv S. ❑ 13. Flood elevation certificate. ---------------------------------------------------------------------------------------- and lot lana royal �^P�D A?.!ik-_______------ 604--Sanitation P P PP Health Department. ------------------- ❑ 15. City of Chico plumbing permit.----------------------------------------------------------------- �--------------- ❑ 16. Plot plan and business license approval from the City.of Biggs. -----:--------------------- ---------------- ❑ 17. Planning approval for (A) Use: (B) Parking: ___: --____________________ `t 8Cr , -o tact Land Development about Improvements, ❑ Drainage, Legal Parcel.' ---------------------- 19. Encroachment Permit for driveway (construction approval prior to occupancy). ---------------------------- ❑ 20. Pre -inspection for required Request to Building Inspector on ❑21. Contractor's heensd,information. (Number, Name Style, Classification). ----------------------------- ❑ 22. Workers' Compensation carrier and policy number. ----------------------------------------------------- 1123. Owner-Builder --------------------------------------------------- ❑23.Owner-Builder Verification (Given to owner ❑, Mailed to owner 0) - _______________________________ ❑24. Letter of signature authorization.------------------------------------------------------------------------- . 25, Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------- 6. Letter of intent on building use. ----------------------------------------------------------------------- ❑27. Manufactured Home utility clearance.---------------------------------------------------------------. ❑28. Existing violations and/or expired permits. ---------------------------------------------------------- 029. 0433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ --- GSL/%G�r (Date) e p ❑30.Other: k When you issue the permit, process as follows ❑ Mail to ower, ❑Mail to tr nactor. Telephone 5-8Y - 944 1 and hold for pickup at 0MV; It office. =Date: ctor. Applicant Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ Air Polluti Date: By: Copy of plans sent ❑ Health Department, ❑ Fire Departmentwo Other: Date: By: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building -Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: �f Date: Yellow Copy - Department of Development Services, Building Divj,yQ 1,001k D SRP. (Rev. 12/96) COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 PERMIT NO. APPLICAMN AND PERMIT ASSEOSSORPARZLNUIMa7 C9 ZONING BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC. BUILDING VALUATION � ©© j�//� ��/y� OWNERS MAIUNO REBS � ^ ^. / \ 9 Q /, O ?/ ` e oA- �✓ , / (O I , c ` CONT R'S NAME F/A; Q r W VIC- .1cre/e TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS ' Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Flirt Fee $ 20.00 Permit Fee $ OTT, Q© ARCHITECT OR ENOWEERS MAILING ADDRESS Plan Checking Fee $ L16 - 1� _ SULDINGADDRESS ..AV Energy Plan Checking Fee $ r0 - PERMIT FEE $ �. LOT NO. SUBDNLSIONSNAME PARCEL MAP PLUMBING PERMIT Filing Fee 20:00 Each Trap 7.00 % USEOFSTRUCiijURE SF ❑ Duplex ❑ Mobilehome ❑ Other v t [�� / �`K�� sPECIFY Solar or heat pump water heater 23.00 Water piping 15.00 1 D 0 Each gas water heater or vent 15.00 TYPE OF WORK New X Addition O Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE ELECTRICAL PERMIT I Fling Fee 20.00 Main Service �w OR mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I. am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class Lic. No. OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. O 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. O 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) O 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. X Date Signature of Applicant - O Owner O Contractor O Agent An OSHA permit is required for excavations over 60` deep and demolition or construction of structures over 3 stories in height. Main Service 200A TO I000A 46.00 NEW CONST. owELLNo oCCUP. sO OR ADONS. ( a ACC. Lens. 3.5CFT; #1.00 NEW CONS MULTI.OLlTLtT (�O ],SO NON•RESID. H POWER APPARATUS & SINGLE OUTLET CIA. oLmETORFarvaEs Ex. Occup. aA0 I:w FIXED APPLNS. OR 5.00 Ex. Occup. oLrrLETs RESIo. EA Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ 8S40 MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE I S Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES I IMP I FLOOo DF PARCEL I PO HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated above for which fees have By PERMIT EXPIRES ON applicable provisions Resolutions to do work been paid. Date /pato) ReceiptNo. / oo WHITE-D.D.S.-B.D. CANARY -ASSESSOR P NK -INSPECTOR GOLDENROD -APPLICANT Larry Simmons 14 Rockridge Road Oroville, CA 95966 Re: Private Detached Shop A.P. No. 036-112-034 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: L A N D O F NATURAL W EALTH A N D B E A U T Y BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965.3397 TELEPHONE: (916) 538-7541 FAX: (916) 533-2140 Date: 10/14/97 Permit #97-1819 Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary (two copies) [x] Submit additional calculations if needed [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Sincerely, George R. Kellogg Plan Check Engineer cc Chander Nangia Sentinel Building Systems 237 South 4th Street Albion, NE 68620 Michael Mooney - 5B Madrone Avenue Oroville, CA 95966 1, ,. Permit Applicant: Larry Simmons Permit #97-1819 PLAN CHECKLIST #2 Date: 10/14/97 Plans for the above referenced project were reviewed by this office. Please provide additional information and/or make revisions to plans, specifications, or calculations as follows: Provide complete material s ecificati�on.`f�r structural members (steel building frame, bracing, etc r' not already on plan) and the foundation (concrete properties). <Requested in last Plan Check List> Verify whether the building is to be ;'ated or eocled. If it is to be heated o oled—,previde energy design compliance and supporting documentation. <Requested in last Plan Check List> A County soil map show that soils in the area of the project have the potential to be highly expansive. Additionally, the foundation design assumed allowable bearing pressures for the site soils of 1500 psf (Class 4 or better material per Table 18 -I -A of the UBC). Please verify site soil type. If the subgrade soil is not class 4 or better, redesign as necessary for lower allowable bearing and check the expansion potential. If the soil is expansive, redesign to reflect this situation also. <Requested in last Plan Check List> Provide an identification system which meets the requirement of Section 2202.2 of the UBC for steel load bearing members of the building. <Requested in last Plan Check List> y 2 I LAND OF NATURAL W E A L T H AND BEAU T Y BUILDING DIVISION Larry Simmons DEPARTMENT OF DEVELOPMENT SERVICES 14 ROckrldge Road 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 Oroville, CA 95966 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Re: Private Detached Shop Date: 9/29/97 A.P. No. 036-112-034 Permit #97-1819 With reference to the above subject, attached is: [x] Plan Check List [) Red Marked Calculations [ ] Red Marked Plans [x] Other: - Special Inspection Policy sheet Action Required: [x] Comply with plan check list [x] Resubmit Plans with revisions as necessary (two copies) [x] Submit calculations as requested. [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 P.M. and 4:00 P.M.. Sincerely,• George R. Kellogg Plan Check E )0166 cc Chander Nangia , Sentinel Building Systems 237 South 4th Street Albion, NE 68620 Michael Mooney 513 Madrone Avenue Oroville, CA 95966 1 !`' PLAN CHECK LIST Permit Applicant: Larry,Simmons Date: 9/29/97 Permit #97-1819 Plans for the above referenced project were reviewed by this office. Please provide additional information V and/or make revisions to plans, specifications or calculations as follows:- Prn irla h:,n are of nn r, 1 ram ., .. �forthe steel bunuuIg. t-alculations are to be stamp and wet arehite— TheA to e of California rovide complete material spec cations for structural members and the foundation. , L;717�7 - -:11M fo-Mation plans. .-Vide a letter- of iwtefit 'Rhe tise o. fing is to be AV PARIpil is we beheatp. ianee� and sup 5l I loc m-e-Mation' �r� � If2.- vi�.G�uW�•�r la c t.v `C,� c - �` do A County soil map show that soils in the area of the project have the potential to be highly expansive. Additionally, the foundation design assumed allowable�bearing pressures for the site S t t LL soils of'1500 psf (Class 4 o_r_better material. per Table 18=I -A of the UBC). Please verify site soil fz type. If the subgrade soil is not class 4 or better redesign'as' necessary for lower allowable bearing and check the expansion potential. If the soil is expansive, redesign to reflect this situation also. cy-sheet Provirlethe ante of ' your special inspector(s) prior g -a -building eater -used -must be appr- ved by the Butte County g--Depattixiem— Provide an identification system -which meets the requirement of Section 2202.2 of the UBC for steel load bearing members of the building. ` {�rrp�7 ` Ary .;'liity Bistrie� -fie {he-,any-e-x-isEingstruet es-on-t#is-par-cel?--Shew-all eii4sEing-sstr tines -ea -year -plot plan.. . Provide building-depaurnent— re Copies. "+ osed building. i F 2 } v 0 rj rA VA 0� _N RESIDENTIAL PLAN CHECKING GUIDE SINGLE FAMILY, DUPLEX AND MISCELLANEOUS ONLY OWNER: S 1 lM Mr p BUILDINGPE ER: ! 7-- t al S PLAN CHECKER: A- P. NUMBER GENERAL: Zoning requirements: (side yards and number of permitted living units). Valuation. eZ Plans signed by designer. Proper description of work on application. �h"°��'o1rL vi-• 1 ofTLi«�� Existing violations on property. Items on data sheet, (Impact Fees, Environmental Health, Developer Fees, etc.). �— Recorded notice of violation. PLOT PLAN: Complete parcel size and dimensions. Setbacks, side yards, easements, etc. Y� Other buildings or structures. ua-� Grading, fills and/or drainage. Flood hazard. ,e'' Special conditions on creation map (Noise, S.R.A., Fire Sprinklers, Water Tender, Trees, etc.). ,7%7 F.A.U. & F.A.S. road setback. Building or utilities across lot lines (Record form). FLOOR PLAN: (EfP Complete to scale plan with dimensions. 2. Required windows for light and ventilation (Section 1203). 3. Required windows for second exit (Section 310.4). (2) Skylights (Section 2409 & 2603.7). 5. Glazing in Hazardous Locations (Section 2406). 6. Required room sizes, ceiling heights (Section 310.6). 7. G.F.C.I. in baths, garage, kitchen, wet bar and exterior outlets (N.E.C. 210). 8. Lights, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. 9. Location of water heaters, heating and cooling equipment, other electrical or gas equipment. 10. Garage firewall, door size and closer (Section 302.4). 1 l . Minimum of one 3'0" exterior door (Section 1004.6). 12. Fireplace and Nvood stove location, alcoves and clearance. - 13. Smoke detectors (Section 310.9.1). 14. Plumbine fixtures, water closet clearances and shower size. STRUCTURAL DETAILS: Conventional Construction - Unusually Shaped Buildings (Section 2326.5.4). Standard bracing or engineered design (Section 2326.1 1.3). Clerestory requiring balloon framing and/or engineering. Three story building requiring engineered calculations and plans. Foundation plan complete enough to construct building. Sv Ll� T H t 1c frlNf%`evs / (—ewe, Vise Floor construction details complete enough to construct building. Elevations and wall construction details complete enough to construct building. Roof construction details complete enough to construct building. 9. Ratter ties or bearing ridge beam.•(;Res0091Z if rM67"" Fireplace construction details and cale. necessary. 11. Garage door and/or porch header sizes. / trj Vsi",. ►N�p�� 12. Stud heights. C C41-4, HY Adobe soils - special foundation design. �j�� t'� I� 14. Retaining walls requiring design. 15. /��o: Special Inspection requirements. Q IG. Header size. � / �Tor,, ��'C���n RcL ��� �t.cwS/ STIZ�t;v,�n't. ►��CC��'��t< March 3.2 _N LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. O! OWNERS '�' A.P. NAME: V%S � NUMBER: PRINT LAST NAME FIRST - COUNTY ZONING n n DESIGNATION: /� FLOOD ZONE: X FLOOD MAP: 3b/ 57 LJ APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP DEED INFORMATION: DATE OF CREATION: DEED REFERENCE: �0 02 3 59 LEGAL ACCESS PROVIDED: '� YES NO,, LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITION MAP INFORMATION: DATE OF RECORDING LOT BOOK PAGE COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR TO BOOK 17 OF MAPS AT PAGE 23): YES NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. ✓. Maintain a 50 ft. building setback from centerline of road. _ 2. Maintain a ft.building setback from right-of-way/centerline of 3. Comply with Zoning code for building setback from road. 4. Maintain a 100 ft. leachfield setback from all existing wells. 5. Maintain a ft. leachfield setback from 6. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. �0 7. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. —8. Connect to a public water supply. —9. Connect to a public sewer system. 10. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two .family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that. meet Fite Department specifications, serves the parcel. 11. Pay T.D.D. (Thermalito Drainage District) fee in the amount of $ E 12. Meet the requirements of the Department of Fish and Game for the preservation of oak trees'.°•ISee phone number below) 13. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 14. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planting DA sion. _ 15. All new residential buildings shall be constructed to comply with the requirements of the Uniform Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 16. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 17. Pay school impact mitigation fees. X 18. A development impact fee for sheriff facilities shall be paid pursuant to the provisions,of'Chapter 3, Article II of the Butte County Code. _ 19. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 20. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 21 22 23 24 25 26 •°UO3une 3ajxi � a3Naoau LD 7/96 C:\WP51 VORMS.K\BLDGPERM. CLR COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES,, 411 Main Street • Chico,..CA • (530) 89172751 i 7 County Center Drive • Oroville, CA • (530) 538-7541 CORRECTION NOTICE F OWNER PERMIT NO. M1 A routine inspection indicates that the following violations of butte county Ordinances exist at the _ above address and should be corrected. Please notice this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. t /5/ �� �7�io�v 4 J.0 O `r. Date Inspector REV 10/92 S ■■■fi1•�■■■!�■ ' � Materials Testing and ••••• ••••• APPLIED •■■.i /�■■■ Engineering Inspection •■■`,■•■ 3080 Thomtree Dr. Chico, CA •••■� �•■•■amr TESTING Suite 35 95973 %"- '■E Phone (530) 891-6625 \.-t1►J■LJ\..e CONSULTANTS Fax (530) 891-4243 CERTIFICATE OF BOLTING INSPECTION r., DATE: 12/15/97 CLIENT: Larry Simmons 14 Rock Ridge Road Oroville, CA 95966 PROJECT: Simmons Shop Building Bolt Size Test Torgue(ft.lbs.) Turn of the Nut 5/8" 240 3/4" 350 DESCRIPTION OF WORK STRUCTURAL DETAILS Arrived at job at 1330 hrs. The bolts used in this structure are 5/8", and 3/" diameter A325 grade, with hardened steel washers beneath hardened steel nuts. 3 bolts from each size were taken from excess stock and tightened in the Skidmore -Wilhelm load cell in order to establish an average job test torque for slip -critical connections per Table 4 of the RCSC specification for structural joints in the AISC Manual for Steel Construction. Each bolt assembly had been installed and tightened by the contractor prior to our arrival. There were a total of 24 bolts in the structure tested using the above mentioned procedure to the applicable test torque using a calibrated dial indicator torque wrench. 1" bolts could not be tested with our wrench. Contractor did not have necessary equipment on site for "turn of the nut", will have to be tightened at a later time. Based on this procedure, it is our judgment that all 5/8"and 3,4"A325 high strength bolts installed in the structure have been tensioned in accordance with the`requiremi Manual for Steel Construction. Departed the job at 1430 hrs. Inspector ICBG# G q; ;2D &+ t; �-- • � '�� � � �� ;� Location of structures a equipment shall be eni� S ,7- " ya _z & clear of all easem Cfp X °c' "'� �^• a : ]' �' �� fll� fit •,.,, �«; � c°ca � R a t tff ;,. pltAG1- o BUIL p�Pp,RTM t Fay u.• E e 0 C�1 BUTTE Co. FIP,E DEPT• PESTRY CALIF. DEP;-. of FC ❑ approved as su r,"tted napproved vaith conditions per attac"d s' -I eet. EQUIPMENT INCLUDING R OF ALL EASEMENTS' ALL STRUCTURES AND SIDE AND OVEFtHANGS SIiA B � LEA. FROM THE A SET BALI` OF —BAR PROPER LINES AND e FROM T<IE RE �- FT , F REAM ' } IE ROAi3 CENT�IPMENT EyCEP? CLEAR OI= STR� pVERi��AN �* E FORA2FT I oF95 In 28 m a �Q .48 7/ 19 0. z !40 .50! AC �- 72 , 110 uj w 6� 0 - 1 I%-- �.M.�. -W W. � � - - - A..- r SENTINEL BUILDINGS P. O. BOX 348 ' ALBION, NE 68620 ' .ERECTION DRAWINGS FOR LARRY SIMMONS 1 14 ROCKRIDGE RD OROVILLE, CA 95966 ' LARRY SIMMONS 1680 WYANDOTTE AVE OROVILLE, CA 95966 S97179 t BUILDING DATA . Width (ft) _ '.30.0 Length.(ft) = 40.0 Eave Height (ft) = 14.0 / .14.0 ' Roof Slope (rise/12 )= 2.00/'2.00 Dead Load (psf ) = 2.20 Collateral(psf. ) 0.00 Live Load (psf ) = 20.00 Roof Snow Load (psf )= 14.00 Grnd Snow Load (psf )= 20.00 Wind Speed(mph ) = 80.00. C OUN Wind Code =UBC 94 Closure =C ' ' Exposure _C BUILDING DEP,\RTMEN' Importance.- Wind = 1.00 ' Seismic Zone =3 Importance - Seismic = 1.00 Designer = JLS Detailer =. JLS --------------- 8/ 797. okOFESsio Q�a OeR �f�l co cc1, m & 1 0 �i 1 CJS � � 1 1 1 1 1 1 1 1 1 1 1 1 J 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 E -� .. A 1 LICA KDN P11t1A.Ei PREFORMED LIME PRODUCTS BRACE=GRIP°. Dead ' end Completely read and understand this procedure before applying product. Special attention should be given to the Safety Considerations located on the last page. We advise the reader to review those.coiisiderations now, and then again during the general review of this procedure... Pitch Length One Pitch Length One Complete Wrap Crossover Mark 1. Shown in.this nomenclature picture are the necessary components for a.complete BRACE-GRIP@ dead-end application. Leg -04- Extra high strength (EHS) Galvanized Steel Strand Identification Tape— BRACE-GRIP dead- 'a ends are normally bundled in groups of five or.ten (depending on size) and BUTTE CO(7IM identified with one tape. ` �� Offset Leg Ends Lr BUILDING DEPARTMENT BRACE-GRIP dead-end Straightened Loop. A P P R O C! •LV Eyebolt Flat Washer 0 Hillside, Beveled or Slope Washer Square Nut 2. Shown here is the. completed application of a pre- assembled BRACE-GRIP dead-end assembly. It is now ready to. be coiled and tagged for shipnientto the build- ing site. BRACE-GRIP dead-ends are designed to fit left hand . lay galvanized steel strand and should not be used on strand with a right hand lay direction. DRATONS BRACE-GRIP Dead-Ends are designed for use in metal building installations only. Please turn to page 2 for detailed instructions on this application. page i 1 1 1 1 1 1 1 1 1 1 1 1 1 'BRACE -GRIP S A ,N,R dead-end Strand Size 3. Insert one. leg through the eyebolt. 4. Apply the first two pitch lengths (a pitch length is, Apply thumb pressure to hold the end of the strand one complete wrap around the strand —'see nomenclature picture) to the strand. NOTE: From 1/4" at the crossover mark as shown.... .. this point on, the leg may be rotated out and away. . 5%16" from the strand; making the application easier. BRG-2583. 3/8" Apply one more pitch length as shown. ' ,•, ate, ' 3/4". BRG-2585 1/2" 7/8" 5. Match the crossover marks and apply the. other _ 6. The Offset Leg Ends al low for fast and easy instal - leg. The Straightened Loop of the new BRACE- lation of the final section of each leg. . ' GRIP Dead-end allows the next leg to be positi- oned easily over the strand so that the other heli- cally formed leg can be wrapped on over the ' strand. F. 050 G- ` Kl � ` fes. "'Y ��•^. - c3.. 7. The BRACE-GRIP®.dead-end completely applied 8. Insert the shaft of the eyebolt through the hole in ' to strand and .eyebolt: ' .. the web plate of the beam. Apply a beveled, hill- _ side or slope washer to the protruding end of the bolt.. Next. apply a washer and a nut. . Follow the same procedure for the other eyebolt. '. OBTAIN.THE PROPER TENSION OF THE STRAND BY TIGHTENING THE NUT S ON THE EYEBOLTS. LISTED BELOW ARE THE RECOMMENDED EYEBOLT SIZES TO USE WITH BRACE -GRIP DEAD -ENDS. 'BRACE -GRIP dead-end Strand Size Eyebolt Cat. No.. Size- BRG-2580 _ 1/4" 1/2" BRG-2582 5%16" 5/8" BRG-2583. 3/8" .3/4" . BRG-2584 7/16" 3/4". BRG-2585 1/2" 7/8" i2g6 2. - - - ' s 1988 Preformed Line Products Company All Rights Reserved BUILDING DEPARTMEN " , 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 n GENERAL NOTES 1 . BRACE -GRIP° dead -ends are precision with tools:. They, should be applied by hand. devices. To insure a tight assembly, they should be .handled carefully. To prevent distortion and $• It is recommended that the BRACE -GRIP dead - damage, they should be installed as illustrated., end be used on strand lengths which do not exceed fifty feet. 2. BRACE -GRIP dead -ends should be stored in cartons under cover — preferably shelf storage-• 9. CAUTION: BRACE -GRIP dead -ends must not —until used. be used as tools; for example, come-alongs or pulling -in grips. 3. Care should betaken to avoid gouging or damag- ing the corrosion preventive material. 10. A. BRACE -GRIP; dead -ends may be removed and reapplied two times. " 4. BRACE -GRIP dead -ends should be used only on the size and. type. of strand for, which they are B. If removal is necessary after aBRACE-GRIP .designed. dead-end has been installed for a period 5: BRACE -GRIP dead=ends must .have the greater than 3 months, it should be replaced with a new one. same lay direction as the strand to which they are applied. 11. BRACE -GRIP dead -ends are designed to be 6. BRACE -GRIP dead; -ends should not be used applied over.smoothly contoured hardware. on hardware which allows the strand to rotate or 12. If in doubt about fittings or applications, contact spin about its axis, such as a swivel. the factory for an engineering recommendation. - 7: BRACE=GRIP dead -ends should not be applied 1 1 1 1 °I 1 1 1 1 t 1 C RECEVED. SENTINEL BUILDINGS - P. O. BOX 348 j)''..]' oc ALBION, NE 68620 y 199/ tV STRUCTURAL DESIGN CALCULATIONS FOR LARRY SIMMONS 14 ROCKRIDGE RD ' OROVILLE, CA 95966 .LARRY SIMMONS 1680 WYANDOTTE AVE .-OROVILLE, CA 95966 S97179 BUILDING DATA Width (ft)" = 30.0 Length.(ft) = 40.0 Eave Height (ft) = 14.0/ 14.0 Roof:Slope (rise/12 ) = 2.00/ 2.00.' . Dead Load (psf ) = 2.2 Live Load (psf Roof Snow' Load (psf ) ='14.0 Grnd Snow Load . (psf .) = 20.0 .Wind Speed(mph ) =.80.0 Wind Code =UBC 94 Closure =C Exposure =C importance.- Wind = 1.00 Importance - Seismic = 1.00 Seismic Zone =3 Designer = JLS 8/07/97 -81 e` i�, f� •� . yo�r� S97179 Design Loads -------------------------- For Each Building Component 8/07/97 5:28pm ------------- FRONT SIDEWALL: '. . --------------- LOADING wind Wind Press Suct 15.6 -15.6 Girt/Header 20.8 .-20.8 ...Panel" . 15.6 -15.6 Jamb BACK SIDEWALL: LOADING Wind Wind Press Suct 15.6 -15.6 Girt/Header. 20.8 '20.8. Panel 15.6 -15.6:. .. Jamb; LEFT ENDWALL: BASIC LOADS: Dead Live Basic Wind Load Load Load. Wind Ratio 2.2 20.0 17.4 1.00. WIND PRESSURE/SUCTION: Wind Wind :Press Suct 15.7 -15.7 Column 15:7.-15.7 Girt/Header 15.7'-15.7 Jamb ' 20.9 720.9.. Panel WIND COEFFICIENTS: Surf RafterWind 1 Rafter Wind 2 Bracing Wind Long 'Surface Id Left Right Left Right. Left Right Press Friction 1 .80 -.50 .00 .00 .80 -.50 .0000 ' 2 -.90 -.70 00 ...00 -.70 -.70 -.70 .00 3 -..70 .'.-.90, .00 00 -.70 -.70 .-'..70 .00 4 -.50 .80 .00 .00 -.50 BO .00 00 COLUMN & BRACING. DESIGN LOADS: No.' Load Brace -Wind Column Wind. Aux Load Id Dead Collat Live Left Right Press Suct Id 4 1 1.00' 1.00' 1.00 .00 .00 .00 .00 0 2 1.00 .00' .50 1'.00' .00 .00 1.00 0 3 1.00 .00 .50 .00 1.00 .00 1.0.0 0 4 1.00.. .00.. .00 .00 .00 .1.00 00 0 RAFTER DESIGN LOADS:' No: Load'.'. Rafter Wind l Rafter_Wind_2 Aux Load Id Dead .Collat.Live Left- Right Left Right �, Id 5 1 1.00 1.00 1.00 .00 .00 .00 .00 0 2 1.00, .00 .00 1.00 :00 ..00 .00 0 3 1.00 .00'` .00 .00 -1.00 .00 .00 0 4 1.00 .00 .00 .00 .00 1.00 .00 '0 5 1.00 .00 .00 .00 .' .00 .00 1.00 0 ' RIGHT ENDWALL: -------------- BASIC LOADS:. Dead Live Basic Wind Load Load Load Wind Ratio 2.2 20.0 17.4 .1.00 WIND PRESSURE/SUCTION: ' Wind Wind Press Suct 15.7 -15.7 Column 15.7 -15.7 Girt/Header 15.7 -15.7 Jamb • 20.9 -20.9 Panel WIND COEFFICIENTS: Surf Rafter -Wind -1 Rafter_Wind_2 Bracing_Wind Long Surface Id Left Right 'Left Right Left Right Press Friction 1 .80 -.50 .00 .00 .80 -.50 .00 .00 2 -.90 -.70 .00 .00 -.70 -.70 -.70 .00 3 -.70 -.90 .00 .00 -.70 -.70 -.70 .00 4 -.50 .80 .00 ..00 -.50 .. .80 .00 .00 COLUMN & BRACING DESIGN.LOADS: No: Load Brace_Wind Column Aux Load Id Dead Collat Live Left Right Press _Wind Suct Id 4 1 1.00 1.00 1.00 00. .00 .00 .00. 0 2 1.00 .00 50 1.00 .00 .00 1.00 0 3 1.00 .00 .50 .00 1.00 .00 1.00 0 4 1.00 .00 .00 .00 .00 1.00 .00 0 RAFTER.DESIGN:LOADS: No..Load Rafter -Wind -1 Rafter Aux Load Id Dead Collat Live Left. Right Left -Wind -2 Right Id 5 1 1.00 1.00 1.00 .00 .00 .00 .00 0 2 1.00 .00 .00 1.00. .00 .00 .00 :0 3 1.00 .00 .00 .00 1.00 .00 .00 0 . 4 1.00' .00 .00 .00 .00 1.00 .00 0 5 1.00 00. .00 .00 .00 .00 1.00 0 ROOFDES: BASIC LOADS: Dead. Live Snow Collateral Basic wind Load Surface Load Load Load Load Wind Ratio Friction 2.2 20.0 14.0 0.0 17.4 1.00 .00 WIND PRESSURE/SUCTION: Wind Wind Wind Press Suct Suct R 0.0 -17.4 - Purlins 0.0 -53.8- Panels -13.9 -8.7.. -12.2. Bracing PURLIN DESIGN LOADS: Surf No.'Des Load Wind Wind Aux - Id ;Loads Id Dead Collat Live Press Suct Id' 2 2 1 .1.00 1.00 1.00. .00 00 0 2 1.00 .00' .00 .00' 1.00 0. 3 •2 1 1.00 1.00' 1.00`.. .00 .00 0 2 1.00 .00. .00 .00 1:00 0 BRACING DESIGN LOADS: Surf No. Des Load Wind Wind AUX Id Loads Id .:Dead Collat Live Press Suct Id 2 .3 1 1.00 .00 .00 1.00 '1.00 0 2 1.00 .00" .50 1.00 1.00 0 3 1.00. 1.00' 1.00 .50 ..50 0 3 .3 1 1.00 .00 .00 1.00 1.00 0 2 1.00 .00 .50 1.00 1:00 0 3 1.00 1,.00 1.00 .50 .50 0 RIGID FRAME #1: --------------- BASIC LOADS: Basic Defl Seis Weak_Axis_React Dead Live Snow Collateral 'Wind Ratio Load L_Col R_Col 2.2 20.0 14.0 0.0 17.4 1.00 0.3 0.0 0.0 WIND COEFFICIENTS: Surf--Wind_1--- -- Wind _2--- Surface - Id Left Right Left Right Friction. 1 .80 -.50 .80 -.50 .00 2 -.90 -.70 .30 -.70 .00 3 -.70 -.90 -.70 .30 .00 4 -.50 .80 -.50 .80 .00 DESIGN LOADS: -------------------- Load Coefficients ------------------- No. _Des Load Live ---Wind l-- ---Wind 2-- Aux Loads Id Dead .Collat Live Right Left Right -Left Right Seis Id 17 1 1.00 1.00 1.00 .00 .00 .00 .00 .00 .00 0 2 .1.00 .00 . .00 .00, 1.00 .00 .00 .00 .00 0 3 1.00 .00 .00 .00 .00 1.00 .00 .00 00 0 4 1.00 1.00 1.00 .00 .50 .00 .00 .00 .00 0 5 .1.00 1.00 1.00. .00 .00 .50 ..00 .00 ..00 0 6 1.00 .00 .50 .00 1.00 .00 .00. .00 .00 0 7 1.00 .00 .50 .00 .00 1.00' .00 .00 .00 0 8. 1.00 .00 .00 .00 .00 .00 i.00, .00 .00. 0 9 1.00 00 .00 ..00 .00 .00 .00 1.00 .00 0 10 1.00. 1.00 1.00 .00 .00 ,.00 .50 .00 .00 0 11 1.00 1.00 1.00 .00 .00 .00 .00 .50 .00 0 12 1.00 .00 .50 .00 .00 .00 • 1.00 .00 .00 0 13 i.00 .00 .50 .00 .00 .00 .00 1.00 .00 0 14 1-00 1.00 .00 .00.1 .00 ..00 .00 .00 1.00 0 35 1.00 1.00 .00 ..00 00 .00 .00 .00 -1.00 0 16. 1.00' 1.00 1.00 -.50 .00 .00. .00 .00 .00 0 17 1.00 1.00 .50' .50 .00 .00 .00 .00 .00 0 n 1 S97179 Reactions, Anchor Bolts, & Base Plates 8/07/97 .5:28pm --- --------------------------------------------------------------------- ----- ----- ---- Foundation Loads (k) ------------------------------ Frame Col Max Pos Val Max Neg Val Anc. Bolt Base Plate Id Id Id Horiz .Vert Id Horiz Vert No. Diam Width Len Thick ----- ----- -- ----- ----- -- ----- ----- --- ----- ----- ----- ----- 1 A 6 0.20 0.05 7 -0.20 0.02 2 0.750 6.50 8'.00 0.188 r 3 0.00 0.10 1 B 6 0.68 0.04 7 -0.68 -0.83 2 0.750 6.50 8.00 0.188 3 0.00 2.02 7 -0.68 -0.83 1 C 6, 1.46 0.20 7 -1.46 -1.17 2 0.750 6.50 8.00 0.188 3 0.00 3.16 7 -1.46 -1.17 1 D 6 0.79 -1.26 7 -0.79 -0.73 2 0.750 6.50 8.00 0.188 3 0.00 1.83 6 0.79 -1.26 3 D 6 0.79'. 0.06 7 -0.79 -0.73 2 0.350 6.50 8.00 0.188 3 0.00. 1.83 8 0.79 -1.26 3 C 6 1.46 -1.12 7 -1.46 -1.17 2 0.750 6.50 8.000.188 3 0.00 3.16 7 -1.46 -1.17 3_ B 6 0.68 0.04 7 -0.68 -0.83 2 0.750 6.,50 8.00 0.188• 3 0.00 2.02 7 -0.68 -0.83 3 A 6 0.20 0:05 7 -0.20 0.02 2 0.750 6.50 8.00 0.188 3 0.00 0.10 2 A 1 4.97 4.70 2 -5.28 -6.04 2 0.750 6.00 14.00 0.500 3 2.17 '8.92 2 -5.28 -6-04, 2 D 4 5.28'-6.04 5 -4.97 4.70 2 0.750 6.00 14.00 0.500 3 72.17 8.92 4 5.28 -6.04 Load Load Id Combination 1 DL+LL/2+WR2 2 DL+WL1 3 DI;+CO+LL 4 DL+WRl 5 DL+LL/2+WL2 6 DL+LL/2+WR1+WS 7 DL+WP 8 DL+LL/2+WL1+WS BRACING/PANEL SHEAR REACTIONS: With Bracing(k ) No Bracing(lb/f t)' Wall Col Horz Vert Load At Id Id React React Base Angle ---------- 11 C 1.61 1.32 2 1, 2. 2.58'' 1:58 3 D. 1.61 1.32. 4 2, 1 2.59 1.59 S97179 Additional Reactions Report 8/07/97 5:28pm Rigid Frame Column Reactions ---------------------------- Frame Col ---Dead--- Collateral ---Live--- --Live R---Wind-Ll-- Id Id Horiz Vert Horiz Vert' Horiz Vert Horiz Vert Horiz Vert 2 A 0.29 1.42 0.00 0.00 1.88 7.50 0.94 1.76 -5.56 -7.46 2 D -0.29 1.42 0.00 0.00 '-1.88 7.50 -0.94 5.74 -2.12 -2.97 Frame Col '-Wind_R1-- -Wind L2-- -Wind R2-- Seismic L- Seismic R_ Id Id Horiz Vert Horiz Vert Horiz Vert Horiz Vert- Horiz Vert 2. A 2.12 -2.97 -5.25 =2.14 3.74 -0.47 -0.30 -0.28 2 D 5.56 -7.46 -3.74 -0.47 5.25 -2.14 -0.30 0.28 Endwall Column Reactions -Out Of Plane - Frame Col Dead Collat Live --Wind L--- --Wind R--- Wind_P Wind_S Id Id Vert Vert Vert Horz Vert Horz Vert Horz Horz 1 A 0.04' 0.00 0.05 0.00 -0.02 0.00 -0.02 -0.20' 0.20 1 B 0.28 0.00 1.74 0.00 -1.11 0.00 -1.11 =0.68 0.68 1 C 0.42 0.00 2.74 0.00 -2.92 0.00 -0.28 -1.46 3.46 1 D. 0.25 0.00. 1.58 0.00 0.33 0.00 -2.31 -0.79 0.79 3 D.- 0.25 0.00 1:58 0.00 -2.31 0.00 0.33 -0.79 0.79 3 C_ 0.42 0.00 2.74 0.00 -0.28 0.00 -2.92 -1.46 1.46 3. B. 0.28 0.00 1.74 0.00 -1.11 0.00 -1.11 0.68 0.68 3 A 0.04 0.00 0.05 '0.00 -0.02 0.00 -0.02 -0.20 0.20 - -- -------------------------- S97179 Rigid Frame Design Input Echo 8/ 7/97 5:26pm (1)JOBID: (Max: 60 char) S97179 (2)PROGRAM OPTIONS: Frame Frame' Stress Frame No. -Of End Conn Steel Splice Id Type Spacing Spacing Cycles Lt Rt Code Fix 1 RF 5.00 25.00 7 P P 89 1.00 (3)ANALYSIS OPTIONS: Plate Depth Column_Dep_Opt(in) Rafter_Dep_Opt(in) Web -Stiffener Opt Opt TYp Min Max Typ Min Max Use Ratio B Side N N R 7.50 0.00 R 7.50 42.50 N 0.00 Y (4)DESIGN CONSTANTS: ---------Steel_Yield(ksi )-------- ----- Stress Ratio ---- Deflect Limit Web Flg R_Frm Col EP BP Frame Col EP BP Horz Vert 52.0 52.0 52.0 52.0 52.0 52.0 1.03 1.03 1.03 1.03 90.0 90.0 (5)REPORTS:. Input Design End Base Revise.Action Sec Flange Segment Unbrc Floor Cable Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React React Y Y Y Y. Y N N Y N N N. N (6)BUILDING SHAPE: (Max: 10 surfaces) No. X_Coord Y_Coord 'Offset. Surf (ft). (ft) (in) 4 0.0000.'.14.0000 8.000 15.0000 16.5000 7.000 30.0000 14.0000 7.000 30.0000 0.0000' 8.000 (7)MEMBER DEPTHS: (Max: 50 total depths) Surf Member-.-Depth(in)'-- No: Interior_ Depths. Id Size. Start End Dep Loc.(ft) Depth (in) .1 W14x22 13.050 13.050 0 2 Wl4x22 13.050 13.050" 0` 3 W14x22 13.050 13.050 0. 4 W14x22 13.050 13.050 0 (8)MEMBER SPLICES: (Max: 40 total splices) Surf No. Splice :Splice Id Splice Loc(ft) Type. ' 1 0 2 1 0.0000 DFF 3 1' 0.0000 4 1•. 0.0000 DFF (9)SEGMENT'PLATES: (Max: 100 segments) Mem. No. Seg Len Flange Plate Thickness '(in) Id .Seg. Id (ft)... Width. Web O.S.Flg I.S.Flg 1 1 1 0.00'. 5.0 0:2300 0.3350" 0.3350. .2 1 2 0.00 5.0 0.2300 0.3350 0.3350 3 1 3 0.00 5.0 0.2300 0.3350 0.3350 4 1- 4 0.00 5.0 0.2300 0.3350 0.3350 0�ko reR % (10) INTERIOR COLUMNS : - (Max: 10 colums) No. Col -Col Col''. Col Connection Unbrace_Length' Col Col Co ry Col Id. Typ. Rot Loc, ...Bot Top Major Minor Set Size (� s 2 786 (11)BASE ELEVATION: :v/ Elev 0.00 Left ColumnoC/� 0.00 Right Column F CALF// (12)WALL GIRTS: (Max: 20 girts/surface) Surf Girt Girt Girt No. Id Depth Project Lap Girt Location(ft) 1 8.00 0.00 2.000 2 3.667 7.333 4 8.00 0.00 2.000 2 3.667 7.333 (13)ROOF PURLINS: Surf Purl Purl Purl No. Peak Set -Of -Set_Space- Id Depth Project Lap Purlin Space Space Space No. 2 7.00 0.00 2.000 3 0.670 1 5.000 3 3 7.00 0:00 2.000 3 0.670 1 5.000 3 (14)FLANGE BRACES: (Max: 400 total braces) Surf No. Flange_Brace_At Id Brace Girt/Purlin Number 1 2 1 2 2 3 1 2 3 3 3 1 2 3 4 2 1 2 .(15)SIDEWALL EXTENSIONS: Surf ------- Extension _Size -------- Load-Wind_Coeff- Id. Use' Type Width Height Slope Width Left. Right 1 N 4 N (16)BASIC LOADS: Wind Wind Seis Weak_Axis_Force Dead Live Snow Collateral Press Load Load. L Col R Col psf psf psf psf psf Ratio k 2.20- 20.00 14.00 0.00 17.37 1.00 0.3 0.00 0.00 (17)WIND COEFFICIENTS: Surf --wind I--- --Wind 2--- Surface Id Left Right Left Right Friction 1 0.80 -0.50 0.80 -0.50 0.00 2 -0.90 70.70 0.30 -0.70 0.00 3 -0.70 -0.90 -0..70 0:30 0.00 4 -0.50 0.80 -0.50 0.80 0.00 (18)DESIGN LOADS: (Max: 34 design loads) ----------------- Load.Coefficients------------------- No. Des Load Live/ Live ---Wind 1-- ---Wind 2-- Aux Loads Id Dead Collat Snow Right Left RightLeft .Right Seis Id 17 1 1.00 1.00 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0. 2 1.00 0.00' 0.00 .0.00 1.00 0.00 0.00 0.00 0.00 ..0 3 1.00, 0.00 0:00 0.00 0.00 1.00._0.00 _0..00 .0.00 .0 4 1.00 1.00 1.00 0.00 .0.50 0.00 0.00 0.00 0.00 01. S 1.00 1.00 1.00 0.00 0:00 0.50 '0.00 .0.00' 0.00' 0 6 1.00 0.00 '0.50 0.00 .1.00 0.00 0.00• 0.00 0.00 0 7 1.00 0.00 0.50. 0.00 '0.00. 1.00 0.00 .0.00 0.00- 0 8 1.00. 0:00 0.00 0.00 0.00 0.00 1.00 0.00 .0.00 0 9 1.00 0.00 0.00 0.00 0.00 0.00 0*00 1.00' 0.00. 0' 10 1.00 1.00. 1.00' 0.00 •0.00 0.00 0.50 0'.00 0.00 0 ' 11 1.00 .1.00 1.00 0.00. 0.00. 0.00 0.00 0:50 0.00 0 . 12 1,00 0.00 0.50 0.00 0.00 0.00 1.00 0:00 0.00 0' 13 1.00 0.00, 0.50 0.00 0.00 0.00. 0.00. 1.00.'0.00 0 14 1.00 1.00 0.00 0.00 0.00 0.00 .0.00 0.00 1.00 0, 15 1.00 1.00 0.00 -0.00 0.00 0.00 0.00 0.00 -1.00 0 16 1.00 1:00 '1.00 -0.50 0.00 0.00 0.00 0.00 0..00 0` 17 1.00 1.00 0.50 0._50 0.00 0.00 '0.00 .0:00',0.00 0 (19)AUXILARY LOADS: (Max: 20 loads) No. Aux' No: -Add Add Comb Aux Id Loads Id Coeff 0 (20)ADDITIONAL LOADS: (Max: 40 loads) (F -k W-k/ft,, Dx,Dy,Dl-ft) No. Add Surf Load Fx Fy M Dx Dy - Conc Add Id Id Type W1. W2 Co D11 D12 ;- Dist 6 (21)FLOOR BEAMS: Bay No. Beam Beam Con_Type con Loc Beam Properties Id Beam Id Ht Lt Rt Lt Rt Area Ixx 1 0 (22)CABLES: Bay No. Cable' Cable Cable Cable Id Cable Id Level Type Area 1 0 -- ---------------------------- S97179 Base Plate and Anchor Bolt Design 8/ 7/97 5:26Pm Bolt Type = A307 Weak Column Max_Reactions(k ) Axis - Plate _Size(in)--- --=-Bolts(in)'--- Loc. Comp Tens Shear Tens Width Length Thick Row Diam Gage, Left, 8.9 -4.5 4.0 0.0 6.0 14.00 0.500 1 0.750 .4.00 Right 8.9 -4.5 -4.0 0.0 6.0 14.00 0.500 1 0.750 4.00 S97179 Bolted -End -Plate Design 8/ 7/97 5 26pm Bolt Type A325. Splice Member, Plate(in)-=. Tens Load(k f -k ) Bolt(in)------- Weld Id Typ Loc. Width .Thick' Loc. Id Shr Mom Row, Diam Space' Gage Reqd 1,DFF 17 2 6.0 0.625 Top: 13 3- 35 1 0..625 3.00 4.00 0.250F. Bot: 2 -4 30 1 0.625 3.00 4.00 0.250F 2 -EE .2- 3 6.0 0.625 Top: 2 -1 8 2 0:625. 3.00 4.00 0.250F Bot: 1 0 22 2 0.625 3:00• 4.00 0.250F 3 DFF 3.-,4 6:,0 •0.625 Top: 12 3 35 1 0.625 3.00 4.00 0.250F Bot: 3 74 30 1 0.625 3.00 .4.00. 0.250F ------------- ----------------------- S97179 Stiffener Report 8/ 7/97. 5:26pm Stiff Stiff Stiff Force Force Force Loo No. Width Thick Calc. Allow Ratio Col 1 1 2.50 0.188 32.6 68.8.. 0.47 Col 2 1 2.50 0.188 32.6 68.8 0.47 597179 Flange Brace Report 8/ 7/97 .5:26pm ------------ Surf No. Id Brace Flange -Braces 1 0. • 2 2 Loc 1 3 Sides:. 2 2 ' Part L2x1/8. L2x1/8 Force:' 0.20 0.16 3 2 Loc .1 3 Sides: 2 2 Part L2x1/8 L2x1/8 Force: 0.18 0.20, 4- 0., S97179 Weld Report: Web To Flange 8/ 7/97 5:26pm --------------- -Weld Provided- Max_Weld_Shear----- One Side_ Of Web Member Segment Section Load Shear Size Shear Id Id Id Id Win ) (in) Win ) 1 1 1 2 0.31 0.188 3.71 2 2 5 1 0.43 0.188 2.78 3 3 12 1 0.43 0.188 2.78 4 4. 16 3 0.31 .0.188 3.71 597179 Special Segment Report 8/,7/97 5:26pm SEGMENT SIZE AT LEFT COLUMN: ------------------------- Web Thick= 0.230 A 0.230) Flange Width= 5:000 (' 5.000) Flange Thick= 0.335 ( 0.335) SEGMENT SIZE AT RIGHT COLUMN: Web Thick= 0.230 ( 0.230) Flange Width= 5.000 ( 5.000) Flange Thick= 0.335 ( 0.335) . 597179 Design Summary Report 8/ 7/97 .5:26pm ------------------------- MEMBERS:. Mem Segs Flange lWeb_Depthl Plate -Thickness Max_UCv Max_UCO Max'UCI IdId I Len WidIStrt Ends Web O-flg I-flgjId Ld UcvjId Ld UcojId Ld, Uci 1 1 13.5 5.0 13.1 13.1 0.230 0.335 0.335 1 2'0.07 4 2 0.40. 413 0..73 3 2 2 14.5 5.0 13.1 13:1 0.230 0.335"0.335 .5 1 0.1 '5 13 0.41. 5 13 0.43 3 3 14.5 5.0 13.1 13.1 0.230 0.335 0.335 12 1 0.13 12 12 0.41 12 12-0..43 4 4 .13:5 5.0 13.1-13.1 0.230 0.335 0.335 16 3 0.07 13 3 0.40 13,12 0.73 HOT ROLLED MEMBERS: Surf Member Member Id Id Size 1 1 W14x22 2 2 W14x22 . 3 3 W14x22 4 4 W14x22 LOAD COMBINATIONS: 1 - DL+CO+LL 2 - DL+WL1 3-'DL+WR1 12- DL+LL/2+WL2 " 13 - DL+LL/2+WR2 WEIGHTS: Member 1 2 3 4 Weight (lb) 282 302 302 282 Total Weight (lb) Frame Members = 1167 Interior Col. = 0 Conn. Plates = .117 Base Plates = 24 Trans Stiff = 0 1308 REACTIONS: (Sidewall Columns) Load ----- Left -Column ------- ----- Right-Column--m--- Id Fx(k ) Fy(k .) M(f-k ) Fx(k ) Fy(k ) M(f-k ) .1 2.17 8.92 0.00 -2.17 8.92 0.00 2 -5.28 -6.04. 0.00 -2.41 -1.55 0.00 3 2.41 -1.55 0.00 5.28 -6.04 0.00 4 -0.61 5.19 0.00 -3.23 7.44 0.00 5 3.23 7.44 0.00 0.61 5.19 0.00 6 -4.33. -2.29 0.00 -3.35 2.20 0.00 7 3.35 2.20. 0.00 4.33 -229 0.00 8 -4.96 -0.72 0.00 -4.03 0.95' 0.00 9 4.03 0.95 0.00 4.96 -0.72 0.00 .10 -0.46, 7.85 0.00 -4.04 8.69 0.00 ' 11 4.04 8.69 0.00 0.46 7.85 0:00 ' 12 -4.02 3.03 0.00 -4.97 4.70 '0.00 13 4.97 4.70 .. 0.00 4.02 3.03 0.00 .14 -0.01 .1.14 0.00 -0.59 1.70 0.00 15 0.59 1.70 0.00 0.01 1.14 0.100 16 1.70 8.04 0.00 -1.70 6.05 0..00 17 1.70 6.05 0.00 -1.70 8.04 0.00 DEFLECTIONS (in) Lateral Defl Load ® Top Of Col Vert Defl Id' Left Right ® Midspan.. 1 -0.07 0.07 0,.43 2 0.98 0.91. 0.21. 3 70.91 0.9`8 0.21 4 0.43 0.52. -0'.30 5 -0.52 -0.43 -0.30 6 0.95 0.94 0.03 7. -.0.94 -0.95 0.03 8 '1.35 1.34 .0..02 9 =1.34 -1.35 0.02 10 0.61'. 0.73 -0.39 11 -0:73` -0.61 -0.39 1-2 1.32 1.:37 -0.16 13 -1.37 -1.32 -0.16 14 0.12 0.14. -0.06 15 0.14 -0.12 -0.06 16 0.00 0.11 -0.34 17 -0..11 0.00 -0.34 DEFLECTIONS LIMIT: Lateral Defl. Load @ Top Of Col Vert Defl Id Left Right @ Midspan . 1 2362 2362 830 2 164 177 1674 3 177 164 1674 4 378 310, 1210 5. 310 378 1210 .6 169 171 13401 7 171 169 13402 8 120 120 15236 9 120 120 15237' 10 265 220 916 11 220. 265 916 12 122 118 2189 13 118 122 2189 14 1350 1173 6293 15 1173 1350,. 6293 . 16 99999 1515 1060 17 1515 99999 1060 Max Live Vertical -0.39, Span/Deflection = 922 Max Horizontal Drift= 1.37,_Eave Height/Drift= 118. . S97179 Rigid ----------------------------------------- Frame Design Warnings 8/.7/97' 5:26pm No Warnings ---------------------- *S97179 Roof Design Input 8/ 7/97 5:21pm *---------------------- * < PROGRAM OPERATION > *- --------------------- * *(1)JOBID: (Max: 60 char) 597179 *(2)PROGRAM OPTIONS: * Run. Run Run No.—Design Surface * Purlin Panel Brace Surfaces. Id Y Y Y *(3)DESIGN CONSTANTS: *-------- Steel _ Yield ------- ------- StressRatio ------ Lap _ * Purlin Panel R_Col W_Col Purlin Panel Wind—Frame Stiff 55.0 80.0 52.0 52.0 1.03 1.03 1.03 0.75 *(4)DEFLECTION LIMITS: * Purlin Purlin Panel Panel Wind * Live Wind Live. Wind Frame 180.0. 180.0 180.0 180.0 90.0 *(5)REPORTS: ' * Input: Purlin Purlin Eave Roof Cable *. Echo Design Summary .Strut Panel Brace Y Y N Y Y Y *(6)BUILDING TYPE: * Build' L_Expand_EW R_Expand_EW . Type, Use. Offset Use Offset . FF N 0.00 N 0.00 *-------------------- *'< BUILDING LAYOUT > . *-------------------- `. * *(7)BUILDING SHAPE: .(Max:' 10.surfaces) * No. X_Coord Y_Coord * Surf .(ft) (ft) 4 0.000 14.000 15.000` 16.500 30.000 14.000 30:000 0.000 *(8)WALL BAY SPACING: (Max: 20 bays). * Wall Sets—of Bay ._.No: * Id: Bays Width' Bays 1 3 . 4 .000.' 1. . 10.000 1.. 16.000 1. 2 1 20.000 2 3 3 16.000 1 10.000 1 r 4.000 1(`4<.. wt. i(9)FRAMED OPENINGS :co * Wall No. Bay Open Open Open Open U, U 3 * Id Opens Id Width Height Offset Type Ud 6 4 0 001:. *(10)PARTIAL WALLS: * Wall. Set _Of --Bay Id-- Wall d * Id Bays Start End Height OF . 2 0 4 0. j . *(11) -SURFACE EXTENSION/FRAME RECESS: * Surf --.Surf Ext-- Frame Recess . * Id Left Right Left Right 2 0.000 0.000 0.333 0.333 3 0.000 0.000 0.333 0.333 *------------------- * < FRAMING DESIGN > ------------------- *(12)PURLINS: * Surf Purlin OS_Flg IS_F.lg Set Set_Lap Max_Unbr * Id Type Brace Brace Depth Ext Int Length .2 ZB. Y N. 0.00 0.000 0.000 25..000 3 ZB Y N -0.00 0.000 0.000 25.000 *(13)PURLIN SPACING: * Surf Peak Max SetSet_Of -Set_Space- * Id Space Space Space Space Space No. ' 2 0.670 5.100 5.000 0 3 0.670 5.100 5.000 0 *(14)P.URLIN SIZE:- IZErSurf SurfSete No. ' * Id Purl Purl Purlin Size 2 3 *(15)PANELS: * Panel Panel Standing * Type. Gage Seam PB 26.00 *(16)WIND FRAMING SELECTION- ----- Order Of Selection ------ * Wall Panel Diagonal Wind Wind Weak Axis * Id Shear. Bracing Bent Column Bending 2' N Y N N N 4. N Y N N.. N *.(17)ROOF CABLE BRACING: (Max: l0 braced bays) * Max Pan Cable/ Each User_ Selected_ Roof_ Bays. * Shear Rod EW. No. Bay_Id 0.0 C. N 0 0 *(18)SIDEWALL CABLE BRACING: (Max: 10 braced -bays) *_ Max—Pan Cable/ Wall. User Selected SW.Bays. —Bay_Id —' * Shear Rod Id - 105.0' C 2 1 1 4 . 0 *(19)WIND BENTS: ' * Wall --Member-- No Of * Id Type Depth Bays. Bay_Id. 1 R' 0.00 0 2 R 0.00 0 *(20)WIND COLUMNS: * Wall --Member-- No Of Left/ * .Id Type Depth Col .Bay_Id. Right 1 R 0.00 0' 2 R 0.00 0 . *(21)SIDEWALL EAVE EXTENSION: * Rafter----- * Wall No Of--Bay_Id-- Connection * Id Extensions Start End Width' Loc EW RF .2 0 4 0 *(22)BASE ELEVATION: * Sidewalls * Front Back 0.00 0.00 *----------------- * < DESIGN LOADS > ----------------- *(23)BASIC LOADS: * Dead Live Snow Collateral 'Basic Wind _Load Friction Edge Seismic * Load Load Load Load Wind Ratio Coef Strip Coef 2.2, 20.0 14.0 .0.0 17.4 1.00 0.00 0.000 0.3090 ' *(24)WIND PRESSURE/SUCTION:.(psf ) * Wind Wind Wind * Press Suct Suct_R 0.0 -17.4 Purlins . 0.0 -53.8 Surface Extension 0.0 -53.8 Left Eave Extension 0.0 -53.8. Right Eave Extension 0.0 0.0 Canopies 0.0 -22.6 Panels 13.9 -8.7 .-12.2: Bracing *(25)PURLIN DESIGN LOADS:. (Max: 20 loads/surface) * Surf. No -Des Load Wind. Wind Aux -Load * Id Loads Id Dead Collat Live Press Suct Id Coef 2 2 1 1.00 1.00 1.00 0.00 0.00 0 0.00 2 1.00 0.00 0.00 0.00 1.00 0 0.00 3. 2 1 1.00' 1.00 1.00 0.00 0.00 0 0.00 2 1.00. 0.00 0.00 0.00 1.00 0 0.00 *(26)BRACING,DESIGN LOADS: (Max: 20 loads/surface)' * Surf No Des Load Wind Wind Aux Load * "Id Loads Id Dead.Collat Live Press Suct 'Id Coef 2 3 1 1.00 0.00 0.00 1:00 1.00 0 0.00 2. 1.00 0.00 0.50 1'00 .1.00 0 0.00 3 1:00 1.00 1.00 0.50 0.50. .0 0.00 3 3 .1. 1.00 0.00 0.00 1.00 .1.00 0. 0.00 2 :1.00 0.00 0.50 1.00 1.00 .0 0.00 3. 1.00 "1.00 1.00 0:50 .0.50 0 0.00 *(27)AUXILARY LOADS: (Max: 20 loads) * No. Aux No. Add. Add Load * Aux Id Combs Id Coef, 0 *(28)ADDITIONAL LOADS: (Max: 40 loads) (F-lb/ft, W-psf, Dx-ft) * No., Add Load,' Fy. Dx - Concentrated * Add Id' Type W1 W2 Dxl Dx2 - Distributed 0 r ' S97179 Bypass Purlin Design Report 8/ 7/97 5:21pm DESIGN RUN # 1 ; SURFACE # 2 ---------------------------- PURLIN LAYOUT: Bay Span Purlin Span Lap Dist(ft) No. Unit Total Id Id Size (ft) Left Right Space Rows Weight Weight 1 PZE07256 0.33 5.00 .3 0.9 2.6 1 2 PZE07256 19.67 2.00 5.00 3 57.2 171.6 2 3 PZE07256 19.67 2.00 5.00 3 57.2 171.6 4 PZE07256 0.33 5.00 3 0.9 2.6 Total(lb).= 348.5 Purlin DL= 0.57 (psf ) LOAD COMBINATION # 1 d DL+CO+LL -------------------------------------------------- PURLIN ANALYSIS: --------SHEAR(k )----------------MOMENT.(f-k )------- Span _Left Left Right Right Left Left Mid -.Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0:00 -0.04 0.00 0.00 0.00 0.01 2 0.78 -1..13 -1.35 0.01 -2.78 7.18 3.17 .'5.65 3 1.35 1.13 -0.78 5.65 3.17 -2.78 12.49 0.01 4 0.04 0.00 0.01 0.00 0.33 0.00 STRENGTH%DEFLECTION:' Span ---- SHEAR(k )--:---------MOMENT.(f-k )-=-- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC 'Loc UC Calc Allow 1 RS -0.04 2.73 0.01 RS 0.01 4.10.0.00 RS 0.00 .0.05 2 RL -1.13 2.73 0.42 RL 3.17 4.10 0.77 RL 0.77 -0.70 .1.31, 3 LL 1.13 2.73 0.42 .LL. 3.17 4.10 0.77 LL 0.77, -0.70 1.31 4 LS 0.04 2.73 0.01' LS 0.01 4.10 0.00 LS 0.00 0..05 LAP BOLT SHEAR: LAP BOLT SHEAR RATIO " Span SHEAR(k ) ( 0.'5in A307.) Id Left Right Left.Right 2 0.71 0.36 3 0.71 0.36 WEB CRIPPLING: WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 Left' 1.19 1.05 0.91 0.81 Right' 1.19 1.05 0.91-0.81 LOAD COMBINATION #'2 DL+WS PURLIN ANALYSIS: -------- SHEAR(k )---------------MOMENT(f-k )------- Span Left Left Right Right Left Left Mid -Span Right Right Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 0.03 0.00 0.00 0.00 0.00 2 -0.55 0.80 0.95 0.00 1.96 7.18 -2.23 -3.98 3 -0.95 -0.80 0.55 -3.98 -2.23 1.96 12.49 0.00 4 -0.03 0.00 0.00 0.00 0.33 0.00 STRENGTH/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow 1 RS 0.03 3.63 0.01 RS 0.00 5.47 0.00 RS 0.00 -0.04 2 RL 0.80 3.63 0.22 MS 1.96 3.83 0.51 RL 0.21 0.63 1.31 3 LL -0.80 3.63 0.22 MS 1.96 3.83 0.51 LL 0.21 0.63 1.31 4 LS -0.03 3.63 0.01 LS 0.00 5.47 0.00 LS 0:00 LAP BOLT SHEAR: LAP BOLT SHEAR RATIO Span SHEAR(k.) ( 0.5in.A307 ) Id Left Right Left Right 2 0.50 0.19 3 0.50 0'.19 597179 Bypass'Purlin Design Report 8/ 7/97 5:21pm ----------------- ---------------- DESIGN RUN # 2 SURFACE # 3 ----------------------- PURLIN LAYOUT: Bay Span .Purlin Span Lap Dist(ft) No. Unit Total' Id Id Size' (ft) Left RightSpace Rows Weight. Weight 1 PZE07256 0.33 5.00 3 0:9'. .2.6,. 1 .2 .PZE07256 19.67 2.00 5.00 3' 57.2 i71.6 2 3 PZE07256 19.67 .2.00. 5.00 3 57.2 171.6 4 PZE07256 0.33 5.00 3 0.9 2.6 Total (lb) = 348..5 Purlin DL= 0.57 (psf ) LOAD COMBINATION•# 1 c' DL+CO+LL -------------------------------------------- PURLIN ANALYSIS: --------SHEAR(k )---------------MOMENT(f-k )------- Span Left Left Right Right Left Left Mid -Span' Right Right . Id Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1 0.00 -0.04 0.00 0..00 0.00 0.01 .2 0.78 -1.13 -1.35 0.01 =2.78 7:18 3.17 .5.65 3 1.35 1.13 0.78 5.65. 3.17 -2.78 12.49, 0.01 . 4 0.04 0.00 0.01 0.00 0.33 0.00 STRENGTH/DEFLECTION: Span------SHEAR(k )-----------MOMENT(f-k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc Allow UC Loc UC Calc Allow ---- --- ------ ----- ---- --- ------ ----- ---- --- ---- ------ ----- 1 RS -0.04 2.73 0.01 RS 0.01 4.10 0.00. RS 0.00 0.05 2 RL -1.13 2.73 0.42 RL 3.17 4.10 0.77 RL 0.77 -0.70 1.31 3 LL 1.13 2.73 0.42 LL, 3.17 4.10 0.77 LL 0.77 -0.70 -1.31 4 LS 0.04 2.73 0.01 LS 0.01 4.10 0.00 LS 0.00 0.05 LAP BOLT SHEAR: LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ) Id Left Right Left Right 2 0.71 0.36 3 0.71 0.36 WEB CRIPPLING:. WEB CRIPPLING RATIO Bearing Width (in) End 3 4 5 6 Left 1.19 1.05 0.91 0.81 Right 1.19 1.05 0.91 0.81 LOAD COMBINATION # 2 DL+WS PURLIN ANALYSIS: -----SHEAR(k )-------- -------MOMENT(f-k )-------. Span Left Left Right 'Right Left Left , Mid -Span Right Right Id 1 Sup Lap Lap Sup Sup Lap Mom Loc Lap Sup 1. 0.00 0.03 0.0.0 0.00 0.00 0.00 2 -0:55 0.80 0.95 0.00 1.96 7.18 72.23 -3.98 3 -0.95 -0.80 0.55 -3.98 72.23 1.96 12.49 0.00 4 -0.03 0.00 .. 0.00 0-.00 0.33.. 0.00 STRENGTH/DEFLECTION: Span------SHEAR(k ).-----------MOMENT(f-.k )---- Mom+Shr DEFLECTION(in) Id Loc Calc Allow UC Loc Calc: Allow. UC Loc UC Calc Allow 1 RS 0.03 3.63 0.01 RS 0.00 5.47 0.00 RS 0.00 -0.04 .2 RL, ..0.80 3.63 0.22 MS 1.96. 3.83 0.51 RL 0.21 0.63' 1.31 3 'LL -0.80 3.63 0.22 MS 1.96 3.83' 0.51 LL 0.21 0.63 1.31. 4 LS -0.03 3.63 0.01 LS 0.00 5.47'0.'00 .LS. 0.00 -0.04 LAP BOLT SHEAR: LAP BOLT SHEAR RATIO Span SHEAR(k ) ( 0.5in A307 ): Id Left Right Left Right 2 0.50 0.19 3 0.50 0.19 S97179 Roof Panel Report 8/ 7/97 5:21pm PANEL DATA: Panel: Type = PB Gage = 26.00 Yield = 80.0 MOMENTS & DEFLECTIONS: ------ Moment (ft-lb/ft)---------- Surf Purlin .Load Support Midspan -- Deflect(in) -- " Id Space Id Calc Allow Ratio Calc Allow Ratio Calc Allow Ratio 2 5.000 DL+LL 54.1 119.6' 0.45 -43.3 123.5 0.35 -0.15 0.500 0.31 DL+WP 5'.4 159.4 0.03 -4.3 164.6 0.03 0.00 0.500 0.00 DL+WS -51.1 164.6 0.31 40.9 159.4 0.26 0.18 0.500 0.36 3 5.000, DL+LL 54.1 119.6 0.45 -43.3 123.5 0.35 -0.15 0.500 0.31 DL+WP 5.4 159.4 0.03 -4.3 164.6 0.03 0.00 0.500 0.00 DL+WS -51.1 164.6 0.31. 40.9 159.4 0.26 0.18 0.500 0.36 -------- 7 -------------- S97179 Roof Diagonal Bracing Report 8/ 7/97 5:21pm Panel. Shear (Allow) 0.0 Panel Shear .(Calc ) 56.8 Bay Brace -Loc. Diag_Force(k ) Cable Cable_Tension(k ) Id Start End Wind Seismic Diam. Calc Allow 1 0.00 4.00 2.32 0.49 0.2500 2.32 3.50' 4.00 . 14.00 1.23 0.13 0.2500 1.23 3.50 ' 14.00 15.00 1.25 0.20 0.2500 1.25 3.50 15.00 30.00 1.57 0.25. .0.2500 1.57 3.50 ------------ -------------------- 597179 Sidewall Diagonal Bracing Report 8/.7/97. 5:21pm ------------ Panel Shear (Allow) =105.0 Panel.Shear. (Calc ) = 64.4 (Wall •2) Panel Shear (Calc ) = 64.8.(Wall 4) Wall Bay Diag_Force(k ) Cable Cable' Tension(k ) Id Id Wind Seismic Diam. Calc Allow. :2 1 3.02 1:34 0.2500 3.02 3.50 4 2 3.04 0.89 .0.2500 3.04 3.50 Wall Col wind Max Seismic Max Id Id Horz Vert .Horz Vert 2 1 2.58 1.58 1.14 0.70 4 2 2.59 1.59 0.76 0.47 ------------------------------------------ ----.-------------------- ------------ S97179 Braced Purlin Report 8/ 7/97 5:21pm ------------------------------------------------------------------------------ Surf Span Brace Purlin Load Axial(k )' Moment(f-k ) UCC Id Id Loc. Size Id Calc Allow Calc Allow Axl+Mom 2 2 4.0' PZE07256 1 1.82 13.48 0.32 3.83 0.21 2 1.82 13.48 1.74 5.47 0.44 3 0.91 13.48 3.17 5.47 0.59 2 2 14.0 PZE07256 1 1.44 13.48 0.32 3.83 0.18 2• 1.44 13.48 1.74 5.47 0.41 3 0.72 .13.48 3.17 5.47 0.57 2 2 15.0 PZE07256 1 0.63 13.48 0.20 3.83 0.09 2 0.63 13.48 1.10 5.47 0.23 3 0.31 13.48 2.01 5.47 0.34 Surf Span Brace Purlin Load Axial(k ) Moment(f-k ) UCC Id Id Loc. Size id Calc Allow Calc Allow Axl+Mom 3 2 15.0 PZE07256 1 0.63 13.48 0.20 3.83 0.09 2 0.63 13.48 1.10 5.47 0.23 3 0.31 13.48 2.01 5.47 0.34------------------------------------------------ ' --------------------- 597179 Eave Strut Report 8/' 7/97 5:21pm -------------- Wall Bay Eave• Axial -Calc Axial Axial No.. Bolt Shear Bolt Id Id Size Wind Seis Allow .Ratio Bolt Diam Ratio Plate 2_ 1'' PES07PA4 1.58 1.14 21.55. 0.07 2 0.500 0.30 N. 2 2 PES07PA4. ----- ------ 21.55 0.00 2 0.500 _-=- N- 4 2PES07PA4 1.59 0.76 21.55 0.07 2 0.500 '.0.30 N. 4, 1 PES07PA4 ------ ------ 21.55 0.00 2. 0.500 --- 'N S97179 • Roof Design Warning Report 8% 7/97 5:21pm ------------ No Warnings - ---------------------------------------------- S97179 Endwall Design Input Echo 8/ 7/97 5:21pm (1)JOBID: (MaX: 60 char) 597179 (2)PROGRAM OPTIONS: Endwall Run Run Run Run No Des Steel Lap Id 'Col/Raf Girt Brace Panel Cycles Code Stiff L. Y Y Y Y 4 89 0.50 (3)DESIGN CONSTANTS: ----- Steel Yield ----- -- Stress Ratio -- C-Sec W -Sec R -Sec Panel Col/Raf Girt Panel 55.0 52.0 52.0 80.0 1.03 1.03 1.03 (4)DEFLECTION LIMITS: -------------- Deflect_Limit-------------- Raf-L Raf-W. Col, Girt Panel PartW 180. 180. 180. 180. 120. 180. (5)REPORTSi Input .Column .Wall Door wall Cable Echo Rafter Girt. Jamb Panel Brace . Y Y Y Y Y Y (6)'BUILDING TYPE: Build Expand—EW Type Use Offset - FF N 0.00 (7)SURFACE SHAPE: (Max: 10 surfaces) No. X-Coord Y-Coord Offset Surf (ft) (ft) (in) ' 4 0.000. 14.000 8.00 '15.000. 16.500 7.00 30.000 14.000 .7.00 30.000 0.000 8.00 (8)BAY SPACING: (Max:.20.bays). SideWall Frame Sets _Of Bay. No. Bay Recess `Bays Width 'Bays 20.00 0.33 3, 4.000 1 10.000 1 16.000 1'. (9)FRAMED OPENINGS: No. Bay Open Open Open Jamb 'Sill .Base Set Member Open Id Width Height Offset Type Height Elev Depth 'Select 1 2 10.000 12.000 0'.000 1 0:000 0.00 8.00 C (10)PARTIAL WALLS: Set—Of Base Full Bay_Id-- wall Bays Type- Load Start End Height 0 (11) COLUMNS : ---Corner— -Interior- Same 'Max UnBr Base Type Depth Type Depth Depth Length Elev `co �{`? ti C 8.00 C 8.00 Y 7.330 0.00 - U, (12)COLUMN SIZE: Ir Set No. Column Member.. Column Size N N C (13)RAFTERS: Rafter Set Rafter Flange Select Depth Same Brace C 12.0 Y Y (14)RAFTERS SIZE: Set No. Rafter.' Member Rafter Size N (15)RAFTER SPLICES: (Max: 20 splices) Surf No. Splice Splice Id Splice Loc. Type 2 0 3 1 0.000 S (16)ENDWALL GIRTS: Girt Flange Set Set Max Girt To One—Girt Max_Unbr Type Brace Depth Lap Space Rafter Depth/Bay Length ZF N 8.00 0.000 7.3333 N Y 5.0000 (17)ENDWALL GIRTS LOCATION: (Max: 20 girts) 'Set No. Girt Loc Girts Location P 1 7.3333 (18)ROOF PURLINS: Surf Peak 'Purl No. Surf Id Space Space Purlin Ext 2 0.670 4.846 ', 3 0.000 3 0.670 4.846 3 0.000 (19)PANELS: Panel Panel Type. Gage CS.. 26.00 (20)WIND FRAMING SELECTION: Order Of Selection ------ Panel ,Diagonal Wind Wind Shear Bracing Bent Column' N Y N N (21) WALL BRACING: (Max: 10 bays) . Wind Cable/ No. Bays Specified: Shear. Rod Specified Bays_For_Bracing 105.0 C 1 3 (22)WIND BENTS: --Member--' No Of Type Depth Bays Bay_Id _ 0.00 0 (22)WIND.COLUMNS: --Member--' No of Left/ Type Depth Bays. Bay_Id Right 0.00 0 f(23)EAVE EXTENSION: *Wall No Of Ext-Bay_Id-- --,--offset--- Ext Load " *Id Ext Id Start End Width Height . Slope Left Right Mount Width .1. ,' -0 2 0 * (23)'SW _CANOPY * *Wall-No—Of Ext .-Bay_Id-- ----Offset--- Ext Load *Id Ext Id Start End .Width Height Slope Left Right Mount. Width .1 0 2 .0 *(23)EW CANOPY * *Wall No—Of Ext-Bay_Id- ----Offset--- Ext *Id ...Ext Id Start.End Width Height Slope Left Right Mount 1 .. 0 (25)BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Load Load Load Load Wind Ratio 2.2 20.0 14.0 0.0 17.4 1.00 (26)WIND PRESSURE/SUCTION: Wind wind Press Suct 15.7 -15.7 Column ' 15.7 -15.7 Girt/Header 15.7 -15.7 Jamb 20.9 720.9 Panel (27)WIND COEFFICIENTS: Surf Rafter_Wind_1 Rafter -Wind -2 Bracing_Wind Long Surface. Id Left Right Left Right Left Right Press Friction 1 0.80 -0.50 0.00 0.00 0.80 -0.50 0.00 0.00 2 -0.90 -0.70 0.00 0.00 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.90 0.00 0.00 -0.70 -0.70 -0.70. 0.00 4 -0.50 0.80 0.00 0.00 -0..50 0.80 0.00 0.00 (28)COLUMN & BRACING DESIGN LOADS: No. Load Brace -Wind Column_Wind Aux Load ..Id Dead Collat Live Left Right Press Suct, Id 4 1 1.00 1.00 .1.00 0.00 0.00` 0.00 0.00 .0 2 1.00 0.00 0.50 1.00. 0.00 0.00 1.00 0 3 1.00 0.00 0.50 0.00., 1.00 0.00 1.00 0 ' 4 1.00 0.00 0.00 0.00 0.00 1.00 0.00. 0 (29)RAFTER DESIGN LOADS: No. Load Rafter -Wind -1 Rafter -Wind -2 Aux Load Id. Dead Collat Live Left Right Left Right Id 5 1 .1.00 1.00 1.00 0.00 0.00 0.00 .'0.00 0 2 1.00 0.00 0.00 1.00.' 0.00 0.00 0.00•. 0 3 1.00 0.00 0.00 0.00 1.00 0.00 0.00. 0 4 1.00 0.00 0.00 0.00 0.00 1.00 0.00 0 5 1.00 0.00 0.00 0,. 00, 0.00 0.00 1.00 0 (20)AUXILARY.LOADS: (Max: 10 loads, 10 comb/load) No. Aux No. Add Add Load Aux Id Combs Id ' - Coef .0 (21)ADDITIONAL LOADS: (Max: 20 loads) No- Add Surf Load FX - FY M X Y - Conc. Add Id Id Type W7. W2 Co DL1 DL2 - Unif. 0 597179 Column & Rafter Design 8/ 7/97 5 21pm MEMBER SIZES: Mem Mem Mem --- Wide Flange Section -- C -Section Mem Id Loc Type W -Dep 'W-Thk .F-Wid F.-Thk 'Depth Gage Weight Col -I 0.7. PCE08356 8.0 16 40.52 Col -2 4.0 PCE08356 8:0 16 .42.32 Col -3 14.0 PCE08356 8.0 16 47.72 Col -4 29.3 PCE08356 8.0 16 40:52 Raf-1 PCE12354 12.0 14 77.10 Raf-2 PCE12354 12.0 14 77.10 Total = 325.27 DESIGN ACTIONS/STRESSES: (C/D/Z-Section) - Axial (k ) - -- Shear (k )- Moment (f -k ) Mem Load Design Allow Design Allow Design Allow Id. Id Load Load Load Load Load Load Col -1 1 0.10 11.83 0.00 2.36 0.00 4.70 Col -1 2 0.05 15.77 0.20 3.15 0.61 6.27 Col -1 3 0.05 15.77 0.20 3.15 0.61 6.27 Col -1 4 0.02 15.77 -0.20 3.15 -0.61 6.27 Col -2 1 2.02 11.76 0.00 2.36 0.00 4.70 Col -2 2 0.04 15.68 -0.68 3.15 2.23 6.27 Col -2 3 0.04 15.68 -0.68 3.15 2.23 6.27 Col -2 4 -0.83. 41.79 0.68 3.15 -2.23 6..27 • Col -3 1 3.16 11.47 0.00 2.36 0.00 4.69 Col -3 2 0.20 15.29 -1.46 3.15 5.39 6.26 Col -3 3 0.20 15.29 -1.46 3.15 5.39 6.26 Col -3 _ 4 -1.17 41.79 1.46 3.15 -5.39 6.26 . Col -4 1 1.83 11.78 0.00 2.36 0.00 4.69 Col -4 2 0.06 15.70 -0.79 3.15 2.46 6.26 Col -4. 3 0.06 15.70 -0.79 3.15 2.46 6.26 Col -4 4 -0.73. .41.79 0.,79 .3.15 -2.46 6.26 Raf-1 1 0.32 17.87 1.90 3.02. 1.82 10.29 ' Raf-1 2 -0.41 65.33 -0.76 4.02 -1.05 13.52 Raf-1 3 -0.54 65:33 -0.95 4.02 -0.91 .13.68 Raf-1 ..4 0.04 23.82 .0.23 4.02 0.22 13.70 ' Raf-1 5 0.04 23.82 0.23 4.02 0.22 13.70 Raf-2 1 0.27 17.87 -1.64 3.02 -5.93 9..91 Raf-2 2 -0.20 65.33 0.70 4.02 2.54 13.22 Raf-2 3 -0.24 65.33 0.96 4.02 3.47 13.22 Raf-2 4 0.03. 23.82 -0.20 4.02 -0.72 13.22 . Raf-2 5 0.03 23.82 -0.20 4.02 -0.72 13.22 STRESS RATIO: Mem Load Id Id Axial Shear Moment Axl+Mom Shr+Mom. Col -1 1 0.01 0.00 0.00 0.01 0.00 Col -1 2 0.00 0.06 0.10 0.10 0.00 Col -1 3 0.00 0.06 0.100.10 0.00 Col -1 •. 4 0.00' 0.06 0.10 0.10 0.00 Col -2 .1 .0.17 0.00 0.00 0.17. 0.00 Col -2 2 0.00 0.22 0'.36.. 0.36 0.05 Col -2. 3 0.00 0.22 0.36 0.36 0.05' Col -2 4 0.02 0.22 0.36. 0.34 0.05 Col -3 1' 0.28 0.00, 0.00 0.28 0.00 . Col -3 2 0.01 0.47 0.86 0.87 0.22 Col -3 3 0.01 0.47 0.86, 0.87 0.22 C61-3 4 0.03 0.47 0.86 0.83 0.22' Col -4 1 0.16 0.00 0.00 0.16. 0.00 . Col -4 2 0.00 0.25 0.39 0.40 0.06 Col -4 3 0.00 0.25 0.39 0.40 0.06 Col -4 4 0:02 0.25 0.39 0.37 0.06 Raf-1 1 0.02 0.63 0.18 0.19 0.24 Raf-1 2 0.01. 0.19, 0.08' 0.08 0.04 Raf-1. 3 0.01 0.24 0.07 0.06 0.06 Raf-1 4 0.00 0.06 0.02 0.02 0.00 Raf-1. 5 0.00 0.06 0.02 0.02 0.00 . Raf-2 1 0.02 0.54 0.60 0.60 0:17 Raf-2 2 0.00' 0.17 0.19 0.19 0.03 . Raf-2. 3 0.00 0.24 0.26 0.26 0.06 Raf-2 4 0.00 0.05 0.05 0.05 0.00 ! Raf-2 5 0.00 0.05 0.05 0.05 .0.00 MEMBER DEFLECTIONS/COLUMN REACTIONS: Mem Load Deflection (in) Reaction (k ) Id Id Calc Allow Horz(OP) Vert Horz(IP) Col -1 1 0.00 0.83 0.00 0.10 0.00 Col -1 .2 0.06 0.83 0.20 0.05 0.00 Col -1 3 0.06 0.83 0.20 0.05 0.00 Col -1 4 -0.06 0.83 -0.20 0.02 0.00 Col -2 1 0.00 0.87 0.00 2.02 0.00 Col -2 .2 0.24 0.87 0.68 0.04 0.00 Col -2 3 0.24 0.87 0.68 0.04 0.00 Col -2 4 -0.24 0.87 -0.68 -0.83 0.00 -Col-3 1 .0.00 0.98 0.00 3.16 0.00 Col -3 2 0.73 0.98 1.46 -1.12 1.61 Col -3 .3 0.73 0.98 1.46 0.20 0.00 Col -3 4 -0.73 0.98- -1.46 -1.17 0.00 Col -4 1 0.00 0.83 0.00 1.83 0.00 Col -4 2 0.24 0.83 0.79 0.06 0.00 Col -4 3 0.24 0.83 0.79 -1.26 1.61 Col -4 4 -0.24 0.83 -0.79 -0.73 0.00 Raf-1 1 .• -0.02 0.67 . Raf71. 2 0.01 0.67 Raf-1 3 0.01 0.67 Raf-1 4 0.00. 0.67 . Raf-1 5 0.00 0.67 Raf-2 1 -0.24 1.07 Raf-2 2 0.10 1.07 Raf-2 3 0.14 1.07 Raf-2 4 -0.03 1.07 Raf-2 5 -0.03 1.07 S97179 Rafter Splice Report 8/ 7/97 5 21pm . Surf 'Surf'. Splice ---Plate---.---Design_Load--- ---------- Bolts ----------- Id. Loc Id Width.Thick• Axl Shr Morn Type Diam Rows Space,.Gage 3 0.0 Shr-.1 0.188 0.3 1.7. 0.0 A325 0.500 S97179 Flush Girt Design Report 8/ 7/97. 5 21pm . GIRT LOCATION: Bay . . No. Girt. Id Id Girt ..1 2 3 1 3. 3.667 7.333 10:750 2 0' 3. 3. 3.667 7.333_ 11.000 GIRT SPAN: ' Bay No..: . Girt Id Id' Girt. 1 2 3. 1 3 2.792, 2.792- 2.792 . 2. 0 3 3 14.500 14.500 14.500 GIRT.SIZE: Bay No. Girt Id Id' Girt .1 2 3 1 3 PZE08256 PZE08256 PZE08256 2 .0 - 3 3 PZE08256 PZE08256 PZE08256' GIRT ACTIONS: (C/D/Z-Section) Bay Girt Ld Shear(k )--- --Moment(f-k )-----Deflect(in)- Id Id Id Calc Allow UC Calc Allow UC Calc Allow ' UC 1 1 WP 0.08 3.15 0.03 -0.06 6.55 0.01 0.00 0.19 0.00 WS -0.08 3.15 0.03 0.06 6.55 0.01 0.00 0.19 0.00 1 2 WP -0.08 3.15 0.02 -0.05 6.55 0.01 .0.00 0.1910.00 WS 0.08 3.15 0.02 0.05 6.55 0.01 0.00 0.19 0.00 3 1 WP -0.42 3.15 0.13 -1.51 6.55 0.23 -0.25 0.97 0.26 WS 0.42 3.15 0.13 1.51 3.27 0.46 0.25 0.97 0.26 3 3 WP 0.42 3.15 0.13 -1.53 .6.55 0:23 -0.25 0.97 0.26 _ WS, -0.42' 3.15 0.13 1.53 3.27 0.47 0.25 0.97 0.26 ---------------------- 597179 Door Jamb & Header Summary 8/ 7/97 5:21pm JAMB/HEADER LAYOUT: Bay Member Member Member Member Id Id Size Length Weight 2 Header, PCE08356 10.00 33.0 STRESS/DEFLECTION: Bay Member Ld----Shear(k )---- ---Moment(f-k )-- ---Deflect(in)-- Id Id Id Calc Allow UC Calc 'Allow. UC Calc Allow UC 2 Header WP 0..12 3.31 0.04 -.0.30 6.59:0.05. -0.02 0.67 0.03 WS -0.12 3.31 0.04 .0.30 5.17-0.06 0.02 0.67'0.03 ------------------------------------ 597179 Endwall Cable Bracing Summary 8/ 7/97. 5:21pm PANEL SHEAR WITH NO BRACING: Panel Shear (Allow) = 105.0' Panel Shear (Calc ) = 80.5 :.CABLE -BRACING REQUIRED: Bay Cable Tension(k ) No. Dia m (in) Calc Allow ..3 0.250 2.08 3.50 COLUMN BASE REACTIONS: Col Max .. Max Id Horz' Vert 3 1.61 1.32 4' 1.61' 1.32 S97179 Wall Panel Report 8/ 7/97 5:21pm PANEL DATA: Bay= 2 Panel: Type = CS Gage = 26.00 Yield = 80.0 MOMENTS & DEFLECTION: --------- Moment(ft-lb/ft) ------ --- Span Span LD Support Midspan ---Deflect (in) -- Id (ft) Id Calc Allow UC Calc Allow UC Calc Allow UC 1 3.08 WP 0.0 158.6 0.00 24.8 164.0 0.15 0.07 0.31 0.23 WS 0.0 164.0 0.00 -24.8.158.6 0.16 -0.07 0.31 0.23 597179 Endwall Design Warning Report 8/ 7/97 5 21pm No Warnings 597179 Endwall Weight Summary ---------------------- 8/ 7/97, '5:21pm FORCED SPACING: Total Column Weight = 171.08 Total Rafter Weight = 154.20 - Total Girt Weight' - 147.32 Total Door Jamb Weight = 32.96' Total'Bracing Weight = 4.62 Total Clips Weight - 46:20 Total Endwall Weight = 556.38 S97179 Endwall Design Input Echo 8/ 7/97 5:21pm (1)JOBID: (Max: 60 char) 597179 ' (2).PROGRAM OPTIONS: Endwall Run Run Run Run No Des Steel Lap . Id Col/Raf Girt Brace Panel Cycles Code Stiff ' R Y Y Y Y 4 89 0.50. (3)DESIGN CONSTANTS: ----- Steel—Yield ----- -- Stress Ratio -- C-Sec W -Sec R -Sec Panel Col/Raf Girt Panel 55.0 52.0 52.0 80.0 1.03 1.03 1.03 (4)DEFLECTION LIMITS: ------------- Deflect _Limit ------------- _ Raf-L Raf-W Col Girt Panel' PartW ' 180. 180. 180. 180. 120. 180. (5)REPORTS:. Input, Column Wall Door Wall Cable Echo Rafter Girt Jamb Panel Brace Y Y Y Y Y Y (6)BUILDING TYPE: Build Expand—EW Type Use Offset FF. N .0.00 (7)SURFACE SHAPE: (Max: 10 surfaces) No. X-Coord Y-Coord Offset Surf'' (ft) (ft). (in) . 4. 0.000 14.000 8.00 15..000 16.500 7.00 30.000 14.000 7.00 30..000 0.000 8.00 (8)BAY SPACING: (Max: 20 bays) Si.dewall Frame Sets_Of Bay No-. eBay Recess Bays Width Bays .20.00 0.33 3 16.000 1 10.000 1 ' 4.000 1 .(9)FRAMED OPENINGS: No.; Bay Open Open. Open Jamb Sill Base Set Member Open, IdWidth Height .Offset Type Height Elev Depth Select 1' 2 10.000. 12.000 0.000 1 0.000 0.00' 8.00 C '(10)PARTIAL WALLS: Set—Of Base Full=-Bay_Id-- Wall Bays Type Load Start. End Height 0 (11)COLUMNS:, Otk ---Corner--- -Interior- Same Max'UnBr Base Q� Type Depth Type Depth Depth Length Elev kI ��P 'ty C. .8.00. C 8.00 Y 7.330 0.00 co �� ' (12)COLUMN SIZE:_ w cc Set No. Column ' Member Column Size N �V (13)RAFTERS: �F Rafter Set Rafter Flange, C Select Depth Same Brace C 12.0 Y Y (14)RAFTERS SIZE: Set No. Rafter Member Rafter Size N (15)RAFTER SPLICES: (Max: 20 .splices) Surf No. Splice Splice Id Splice Loc. Type 2 0 3 1 0.000 S (16)ENDWALL'GIRTS: Girt Flange Set Set Max Girt To One Girt Max Unbr Type Brace Depth Lap Space Rafter Depth/Bay Length ZF N 8.00 0.000 7.3333 N Y 5.0000 (17)ENDWALL GIRTS LOCATION: (Max: 20 girts) Set No. Girt Loc Girts, Location P 1 '7.3333 (18)ROOF PURLINS: Surf Peak Purl No. Surf Id. Space Space Purlin Ext.' ' 2 0:670 4.846 3 0.000 3 0.6.70 4.846 3 0.000 (19)PANELS: Panel Panel Type Gage. CS 26.00 (20)WIND FRAMING SELECTION: --Order Of Selection ------ Panel Diagonal Wind Wind Shear Bracing Bent. Column N Y N N .(21)WALL BRACING: (Max: 10 bays) Wind Cable/ No. Bays Specified Shear Rod Specified Bays_For_Bracing 105.0 C. I 1 (22)WIND BENTS: --Member--.' No Of Type Depth Bays Bay—Id - 0.00 0 (22)WIND COLUMNS: --Member-- No—Of Left/ Type Depth Bays Bay_Id Right 0.00 0 *(23)EAVE EXTENSION: *Wall No—Of Ext-Bay_Id--. --'z-Offset--- Ext Load *Id.: Ext Id Start End :Width Height Slope .'Left Right Mount Width 1 0 2 0. *(23)SW'CANOPY. * *Wall No—Of Ext Bay_Id-- ----Offset-.-- Ext -Load ! *Id Ext Id Start End Width Height -Slope Left Right Mount width . 1 0, 2 0 *(23)EW CANOPY. *Wall No—Of Ext-Bay_Id------Offs.et--- Ext *Id Ext Id Start End Width Height Slope Left Right Mount. 1 0 • (25)BASIC LOADS: Dead Live Snow Collateral Basic Wind Load Load Load Load Load wind Ratio 2.2 20.0, 14.0 0.0 17.4 1.00 (26)WIND PRESSURE/SUCTION: Wind Wind Press Suct 15.7 715.7 Column 15.7 -15.7 Girt/Header 15.7 -15.7 Jamb 20.9 -20.9 Panel (27)WIND-COEFFICIENTS: Surf Rafter _Wind _1 Rafter -Wind -2 Bracing_Wind Long Surface Id Left Right Left Right Left Right Press Friction 1 0.80 -0.50 0.00 0.00 0.80 -0.50 0.00 0.00 2 -0.90 -0.70 0.00 0.00 -0.70 -0.70 -0.70 0.00 3 -0.70 -0.90 0.00 0.00 -0.70 -0.70 -0.70 0.00 4 -0.50 0.80 0.00 0.00 -0.50 0.80 0.00 0.00 (28)COLUMN & BRACING DESIGN LOADS: . No. Load Brace -Wind Column -Wind _Aux Load Id Dead Collat Live Left Right Press Suct Id 4: 1 1.00 1.00 1.00 0.00 0.00 0:.00 0.00 0 2 1.00 0.00 0.50 1.00 0.00 0.00 1.00 0 3 1.00 0.00 0.50 0.00. 1.00 0.00 1.00 0 4 1.00 0.00 0.00• 0.00 0.00 1.00 0.00 0 .(29)RAFTER DESIGN LOADS: No. Load Rafter _Wind _1 Rafter -Wind -2 Aux Load Id Dead Collat Live Left Right Left Right �. Id 5 1 1.00 1.00 1.00 0.00 .0.00 0.00 0.00 0 2 1.00 0.00 0.00 1.00 0.00 0.00 0.00 0 3 1.00 0.00 0.00 0.00 1.00 0.00 0.00 0 4 1.00 0.00 0.00 .0.00 0.00 1.00 0.00 0 5' 1.00 0.00 0.00 0.00 0.00 0.00 1.00 0 .(20)AUXILARY LOADS: (Max: 10 loads, 10 comb/load) No. Aux No. Add Add Load Aux Id Combs. Id Coef p (21)ADDITIONAL LOADS: (Max: 20 loads) No.' Add Surf Load FX FY` M X Y. - Conc. Add Id Id' Type W1 W2 Co DL1 DL2 Unif. p ---------------------------------------------- S97179. Column .& Rafter Design 8/ 7/97 5:21pm ------------ MEMBER SIZES: Mem Mem Mem - Wide Flange -Section - C -Section Mem Id Loc. Type W -Dep W-Thk F-Wid -F-Thk Depth Gage Weight Col -1 0.7 PCE08356 8.0 16 40.52 Col -2 16.0 PCE08356 8.0 16 47.72 Col -3 26..0 PCE08356 8.0, 16 42.32 Col -4 29.3 PCE08356 8.0. 16 40.52 Raf-1 PCE12354 12.0 14 77.10 Raf-2 PCE12354 12.0 14 77.10 Total = 325.27 DESIGN ACTIONS/STRESSES: (C/D/Z-Section) - Axial (k ) - -- Shear (k )- Moment (f -k ) Mem Load Design Allow Design Allow Design Allow Id Id Load Load Load Load Load Load Col -1 .1 1.83 11.78 0.00 2.36 0.00 4.69 Col -1 2 0.06 15.70 0.79 3.15 2.46 6.26 Col -1 3 0.06 15.70 0.79 3.15 2.46 6:26 Col -1 4 -0.73 41.79 -0.79 3.15 -2.46 6.26 Col -2 1 3.16 11.47 0.00 2.36 0.00 4.69 Col -2 2 0.20 15.29 -1.46 3.15 5.39 6.26 Col -2 3 0.20 15.29 -1.46 3.15 5.39 6.26 C01-2 4 -1.17 41.79 1.46 3.15 -5.39 6.26 Col -3 1 2.02 11.76 0.00 2.36 0:00 4.70 Col -3 .2 0.04 '15.68 0.68 3.15 2.23 6.27 Col -3 3 0.04 15.68 0.68 3.15 2.23 6.27 Col -3 4 -0.83 41.79 -0.68 3.15 -2.23 6.27 Col -4 1 0.10 11.83 0-00 2.36 0.00 4.70 C6l-4 2 0.05 15.77 0.20 3.15 0.61 6.27 Col -4 3 0.05 15.77 0.20 3.15 0.61 6.27 Col -4 4 0.02 15.77 -0.20 3.15 -0.61 6.27 Raf-1 1 0.27 17:87 1.64 3.02 -5.93 9.91 Raf-1 2 -0.15 65.33 -0.96. 4.02 3.47 13.22 Raf-1 3 -0.28 65.33 -0-70 4:02 2.54 13.22 ' Raf-1 4 0.03 23.82 0.20 4.02 -0.72 13.22 Raf-1 5 0.03 23.82 0.20 4.02 -0.72 13.22 Raf-2. 1 0.32 17.87 71.90 3.02 1.82 10.29 Raf-2 2 .-0.46 65.33 0.98 4.02. -0:94. 13.67 Raf-2 3 -0.50 65:33 0.73 4,.02 -1.06 13.52 Raf-2 4 0.04 23.82 -0.23 4.02 0.22 13.70 Raf-2 5 0.04 23:82 -0.23 4.02 0.22 13.70 STRESS RATIO: Mem Load Id Id Axial. Shear Moment Axl+Mom' Shr+Mom Col -1 1,. 0.16 0.00 0.00. 0.16 0.0.0 'Col -1 2. 0.00 0.25 0.39 0.40 0.06 Col -1 3, 0.00 0.25 0.39 0.40 .0.06 Col -1 4 .0.02 0.25 0.39. 0.37 0.06 Col -2 1 0.28 0:00 .0.00 0.28, 0.00 Col -2 2 0..01 0.47 0.86' 0.87 0.22 Col -2. 3 0.01 0.47 0.86 0:87 0.22 Col -2 4. 0.03 0.47 0.86 0:83 0.22 Col -3 1 0.17 .0.00 0.00 0.17 0.00 Col -3 2 0.00 0.22 0.36 0.36 0.05 Col -3. 3•. 0.00 0.22 0.36 0.36 0.05 Col -3 4. 0.02 0.22 0.36 0.34 0.05 ' Col -4 1 0.01.. 0.00 0.00 0.01 0.00. Col -4 2 0.00 0.06 0.10 0.10'. 0.00 Col -4 3 0.00 0.06 0.10 0.10 0.00 Col -4 4 0.00 0.06 0.10 0.10 0:00 Raf-1 1 0.02 0.54 0.60 0.60 0.17 Raf-1 2. .0.00 0-24 0:26 0.26 Raf-1 3 0.00 0.17 0.19 0.19 0.03 Raf-1 4 0,00 0.05 0.05 0.05 0.00 Raf-1 5 0.00. 0.05. 0.05 0.05 Raf-2 1 0.02 0.63 0.18 0.19 0.24 Raf-2 2 0.01. 0.24 0.07 0.07 0.06 Raf-2 3 0.01 0.18 0.08' .0:.08 0.04 Raf-2' 4 .0.00". 0.06 0.02 0.02 0.00 Raf-2 5. 0.00 0.06 0.02 0.02 0'.00 MEMBER DEFLECTIONS/COLUMN REACTIONS: Mem Load -Deflection (in) Reaction (k ) Id Id Calc Allow Horz(OP) Vert Horz(IP) Col -1 1 0.00 0.83 0.00 1.83 0.00 Col -1 2 0.24 0.83 0.79 -1.26 1.61 Col -1 3 0.24 0.83 0.79 0.06 0.00 Col -1 4 -0.24 0.83 -0.79 -0.73 0.00 Col -2 1 0.00 0.98 0.00 3.16 0.00 Col -2 2 0.73 0.98 1.46 0.20 0.00 Col -2 3 .0.73 0.98 .1.46 -1.12 1.61 Col -2 4 -0.73 0.98 -1.46 -1.17 0.00 e Col -3 1 0.00 0.87 0.00 2.02 0.00 .Col -3 2 0.24 0.87 0.68 0.04 0.00 Col7-3 3 0.24 0.87 0.68 .0.04 0.00 Col -3 4 -0.24 0.87' -0.68, -0.83 0.00 Col -4 1 0.00 0.83 0.00 0.10 0.00 Col -4 2 0.06 0.83 0.20 0.05 0.00 Col -4 3 0.06 0.83 0.20 0.05 0.00 Col -4 4 -0.06 0.83 -0.20 0.02 0.00 Raf-1 1 -0.24 1.07 Raf'-1 2 0.14 1.07 Raf-1 3 0.10 1.07 Raf-1 4 -0.03 1.07 Raf=t 5. -0.03 1.07 'Raf-2 1 -0.02 0.67 Raf-2 2 0.01 0.67 Raf-2. .3 0.01 0.67 Raf-2 4 0.00 0.67 Raf-2 5 0.00 0.67 S97179 Rafter. Splice Report -------------------- 8/ 7/97 5:21pm Surf..Surf Splice ---Plate------Design_Load---' ----------Bolts----------- Id Loc Id Width Thick Axl . 'Shr Mom Type Diam Rows Space Gage 3 0.0 -Shr- 1 0.188 0.5 1.7 0.0 A325 0.500- S97179 .- Flush Girt. Design Report 8/ 7/97 5:21pm GIRT -LOCATION: Bay No., Girt Id . Id Girt.. 1 2'. 3 7.333 11.000 2. 0 3 3 3.667, 7.333' 10.750 r. GIRT SPAN: Bay No.. Girt Id Id Girt 1 2 3. ' 1 3 14.792, 14.792 14.792 2 0 3 3 2.500 2.500 2.500 GIRT'SIZE: Bay No. Girt. Id Id Girt' 1 2 3 1 3 PZE08256 PZE08256 PZE08256 2 0 ' 3 3, PZE08256 PZE08256 PZE08256 r GIRT•ACTIONS: (C/D/Z-Section)' Bay Girt Ld--Shear(k )-----Moment(f-k )-- ---Deflect(in)-- Id Id Id Calc Allow UC Calc Allow UC Calc Allow UC --- ---- -- ----- ----- ---- ----- ----- ---- ----- ---------- 1 1 WP -0.43 3.15 0.14 -1.57 6.55 0.24 --0.27 .0.99 0.28 WS 0.43 3.15 0.14 1.57 3.27 0.48' 0.27 0.99 0.28 1 3 WP 0.43 3.15 0.14. -1.59. 6.55 0.24 -0..27 0.99 0.28 WS -0.43 3.15 0.14 1.59 3.27 0.49 0.27 0.99 0.28 3 1 WP 0.07 3.15 0.02 -0.04 6.55 0.01 0.00 0.17 0.00 WS -0.07 3.15 0.02 0.04 6.55 0.01 0.'00 '0.17 0.00 597179 Door Jamb & Header Summary 8/ 7/97 5 21pm ----------------- JAMB/HEADER LAYOUT: Bay Member Member Member Member. Id Id Size .Length Weight 2 Header PCE08356 10.00 33.0. STRESS/DEFLECTION: Bay .Member Ld----Shear(k )------- Moment(f-k.)'----=Deflect(in) Id- Id Id Calc Allow UC Calc ' Allow UC Calc Allow UC 2 Header WP 0.12 .3.31 0.04 -0.30 6.59.0.05 -0.02 0.67 0.03 WS -0.12 3.31 0.04 0.3.0 5.17 0,06 0.02 0.67. 0.03 ------------ -------------------------- S97179. Endwall Cable Bracing Summary 8/ 7/97 5:21pm PANEL SHEAR.WITH NO BRACING: Panel Shear (Allow) = 105.0 Panel Shear (Calc ) _ 80.5 CABLE BRACING REQUIRED: Bay Cable Tension(k ). No. Diam (in) Calc Allow 1. 0.250 2..08. 3.50 COLUMN -BASE REACTIONS: Col Max Max Id Horz Vert 1 1.61. 1.32 2 1'.61 1.32 -------------------------------------- S97179. Wall Panel Report. 8/ 7/97 .5:21pm PANEL DATA:,Bay= 2 Panel: Type = CS Gage = 26.00 Yield 80.0 MOMENTS & DEFLECTION: --------- Moment(ft-lb/ft)--------- . Span Span LD. Support Midspan Deflect(in)-- Id (ft) Id Calc. Allow UC Calc Allow UC-. Calc Allow UC 1 3.08 WP 0.0 158.6 0.00 24.8 164.0 0.15 0.07 0.31 0.23 WS0.0 164.0 0:00. -24.8 158.6 0.16 -0.07 0.31 0.23 ' ' COLD FORMED STEEL COMPONENTS YIELD STRENGTH = 57.0 KSI (TYP.) - ENGINEERING DATA DIMENSIONS MEMBER PROPERTIES SHAPE SECT. NAME A B C D GA. AREA Ix I Sx eff BUILDING Job Number: S97179 TE: PCE08256 8 2.5 2.5 .75 16 7.94 1.75 CODE: Job Name: LARRY SIMMONS 8/12/97 PCE08356 8 3.5 3.5 .75 16 .85 .97 8.71 .70 1.57 1.84 UBC 94 Job Location: OROVILLE, CA 95966 DESIGNED BY: _ PCE08354 8 3.5 3.5 .78 14 1.21 11.23 .1.96 2.51- Builder: LARRY SIMMONS JLs PCE08352 8 3.5 3.5 .84 12 1.71 17.23 2.76 3.68 ' PCE10366 10 3.5 3.5 .75 16 1.09 16.65 1.67 3.33 DESIGN LOADS -. BUILDING DESCRIPTION PCE 10354 10 3.5 3.5 .78 14 1.36 18.69 2.10 3.27 A 10 3.5 3.5 .84 12 1.92 28.98 2.97 -5.01 LIVE LOAD: 20 psf - WIDTH: 30 feet 'PCE10352 PCE12356 12 3.5 3.5 1 16 1.21 25.55 1.76 4.26 ROOF SNOW LOAD: 14 psf [Grnd SL(20) x Exp(0.7) x Imp(1.0)] LENGTH: 40 feet PCE12354 12 3.53.5 .75 .78 14 1.52 27.85 2.22 3.96 D COLLATERAL LOAD: 0 psf ROOF DEAD LOAD: 2.2 psf EAVE HEIGHT: 14 feet ROOF SLOPE: 2.0:12 'PCE12352 12 3.5 3.5 .84 12 2.13 44.57 3.13 6.48 B FRAME SELF WEIGHT: INCLUDED PCE12406 12 4.0 4.0 .75 16 1.27 27.72 2.45 4.62 WIND SPEED: 80 mph PCE12404 12 4.0 4.0 .78 14 1.59 29.30 3.09 4.05 EXPOSURE: C IMPORTANCE FACTOR: 1.0 ENGINEERS STAMP ' PCE12402 12 4.0 4.0 .84 12 2.24 46.25 4.35 6.86 SEISMIC ZONE: 3 IMPORTANCE FACTOR: 1.0 PZE07256 7 2.125 2.375 .90 16 .79 5.67 1.12 1.52 BUILDING FRAMING PZE07254 7 2.125 2.375 .92 14 .98 7.25 1.40 --2.01 'PZE07252 7 2.125 2.375 .97 12 1.38 10.10 2.01 .:2.83. LEFT ENDWALL FRAME TYPE: Bearing PZE07306 7 12.625 2.875 .90 16 .85 6.57 1.77 -1.84 C RIGHT ENDWALL FRAME TYPE: Bearing PZE07304 7 12.625 2.875 .92 14 1 1.06 8.14 2.20 2.28 D INTERIOR FRAME TYPE: 1 rigid frame, clear span ' PZE07302 7 2.625 2.875 .97 12 1.46 11.13 3.08 3.13 LEFT ENDWALL GIRT TYPE: Inset PZE08256 8 2.125 2.375 .90 16 .85 7.78 1.12 1.80 RIGHT ENDWALL GIRT TYPE: Inset PR OFFS S/ p p FZE08254 8 2.125 2.375 .92 14 1.06 9.94 1.40 2.41 FRONT SIDEWALL GIRT TYPE: Bypass BACK SIDEWALL GIRT TYPE: �vQ��O en P. 9 ' PZE08252 8 2.125 2.375 .97 12 1.49 13.87 2.01 3:41 A BypassQ- ROOF WIND FRAMING: "Cable Diagonal Bracing PZE08306 8 2.625 2.875 .90 16 1 .91 8.49 1.79 1.85 LEFT ENDWALL WIND FRAMING: - .Cable Diagonal Bracing w m PZE08304 8 2.625 2.875 .92 14 1 1.14 10.99 2.76 2.43 RIGHT ENDWALL WIND FRAMING: Cable Diagonal Bracing cc PZE08302 8 2.625 2.875 .97 12 1.60 15.54 3.20 3.79 FRONT SIDEWALL WIND FRAMING: -Cable Diagonal Bracing N 01 PZE10256 10 2.125 2.375 .90 16 .97 13.04 1.12 2.27 y BACK SIDEWALL WIND FRAMING:- Cable Diagonal Bracing IVI PZE10254 10 2.125 2.375 .92 14 1.21 16.95 1.40 3.30- D B ROOF PANEL: 26 go. R -Loc w/ Purlin Bearing Leg OF 4 PZE10252 10 2.125 2.375 .97 12 1.71 23.71 2.01 4.67, WALL PANEL: 26 ga. R -Loc w/ Valspar 10S Finish ROOF PANEL COLOR: Galvalume WALL PANEL COLOR: Light Stone PZE10306 10 2.625 2.875 1 .90 16 1.03 14.10 1.79 2.33 ROOF TRIM COLOR: Tan WALL TRIM COLOR: Tan PZE10304 10 2.625 2.875 .92 14 1 1.29 18.60 2.76 3.18' PZE10302 10 2.625 2.875 .97 12 1 1.81 26.33 3.20 5.14 COMMENTS PES07PO4 4 7 4.0 4.0 .78 14 1.21 8.78 2.60 2.17 r': C Definition of Loading Conditions on Anchor Bolt Reactions Page: 8 4.0 4.0 .78 14 4 *PES08PA4 10 4.0 4.0 .78 14 1.44 19.65 2.92 3.33 - D DL: Dead Load LL:-- Live Load CO: Collateral Load WP: Wind Pressure 4 7 5.0 2.75 1.0 14 1.22 9.50 3.27 2.33 WS: Wind Suction LLR: Live Load Right WL: Wind from Left WR: Wind from Right 8 5.0 2.75 1.0 1 14 1.30 113.01 1 3.351. 2.82 PES 10PA4 1 10 1 5.0 1 2.751 1.0 14 1.45 21.78 L.3,481 3.82 A DRAWING INDEX BU IE (_ PAGES DESCRIPTION PAGES DESCRIPTION D (a�PARTMEI�% COVER SHEET ADDITIONAL DETAILS' DING 3 ANCHOR BOLT PLAN JOB SPECIFIC DETAILS --- B RIGID FRAME SECTION J"-17.. GENERAL DETAILS t. - g ENDWALL ELEVATIONS .2 y ACCESSORY DRAWINGS -- SPECIAL ENDWALL DETAILS0000-0Taking Pride In Building Excellence SIDEWALL ELEVATIONS E) IXEL 'LARRY S/MMONS SPECIAL SIDEWALL DETAILS BUILDING SYMMS 1680 #rANDOTTE AVE RE'SCN BY- AS 1 ROOF FRAMING PLAN 237 SOUTH 4TH ST ORO�ILLE, CA 95966 90 (Bo0) 327-07JOB DRWYN BY AS cNNCK NUMBER S97179 DATE.- 81M197 G � P � . �. r • i r . �� ; � _ i '�� J \' •' r ti 'r �.. � i., it � � � ��� i� i■■i �i ■r i■r r � �i r � � � � � 1 1� COLUMN LINE . _fV FRAME LINE ENDWALL COLUMN: MAXIMUM REACTIONS, ANCHOR BOLTS, & BASE PLATES RIGID FRAME: -----------------Column Reactions (k ) --------------------------- & _BASE PLATES ore reported. 2. Positive reactions ore as shown in the sketch. Foundation loads are in -----------------Column Horiz Vert Load at Reactions (k )------------------------------------ Frm Col Load Hmax V Load Hmin V Anc. Bolt Base Plate (in) Grout (in) Grout Id I Id Id H Vmax Id H Vmin No D(in) Wid Len Thk (in) 5.0 ' 4.7 2 -5.3 1 A 6 0.2 0.0' 7 -0.2 0.0 2 0.750 6.500 8.000 0.188 0.0 2 1 0.0 0.1 4 7-5.0 4.7 2 0.750 6.000 14.00 0.500 0.0 1 -2.2 8.9 1 B 6 0.7 0.0 7 -0.7 -0.8 2 0.750 6.500 8.000 0.188 0.0 1 0.0 2.0 7 -0.7 -0.8 1 C 6 1.5 0.2 7 -1.5 -1.2 2 0.750 6.500 8.000 0.188 0.0 1 0.0 3.2 7 -1.5 -1.2 1 D 6 0.8 '71.3 7 -0.8 -0.7 2 0.750 6.500 8.000 0.188 0.0 1 0.0 1.8 6 0.8 -1.3 3 D 6. 0.8 0.1 7 -0.8 -0.7 2 0.750 6.500 8.000 0.188 0.0 1 0.0 1.8 8 0.8 -1.3 3 C 6 1.5 -1:1 7 -1.5 -1.2 2 0.750 6.500. 8.000 0.188 0.0 1 0.0 3.2 7 -1.5 -1.2 3 B 6 0.7. 0.0 7 -0.7 -0.8 2 0.750 6.500 8.000 0.188 0.0 1 0.0 2.0 7 -0.7 -0.8 .3 A 6 0.2 0.0 7 -0.2 0.0 2 0.750 6.500 8.000 0.188 0.0 1 0.0 . 0.1 RIGID FRAME: NOTES FOR REACTIONS MAXIMUM, REACTIONS. ANCHOR BOLTS, & _BASE PLATES ore reported. 2. Positive reactions ore as shown in the sketch. Foundation loads are in -----------------Column Horiz Vert Load at Reactions (k )------------------------------------ from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ft) Frm Col Load, Hmax V Load Hmin V. Anc. Bolt Base Plate (in) Grout Id Id Id H Vmax I Id H Vmin No D(in) Wid. Len Thk (in) 2 A 5 5.0 ' 4.7 2 -5.3 -6.0 2 0.750 6.000 14.00 0.500 0.0 5 )L+LL/2+WR2 1 2.2 8.9 2 -5.3 -6.0 8 DL+LL/2+WL1+WS 2 D 3 5.3 -6.0 4 7-5.0 4.7 2 0.750 6.000 14.00 0.500 0.0 1 -2.2 8.9 3 5.3 -6.0 ANCHOR BOLT SUMMARY BRACING NOTES FOR REACTIONS 1. All loading conditions are examined and only maximum/minimum H or V and the corresponding H or V ore reported. 2. Positive reactions ore as shown in the sketch. Foundation loads are in opposite directions. Horiz Vert Load at 3. Bracingreactions are in the plane of the brace with the H pointing away from the braced bay. The vertical reaction is downward. 4. Building reactions are based on the following building data: Width (ft) = 30.0. Length (ft) = 40.0 Eave Height .(ft) = 14.0/14.0 Roof Slope rise/12 fpsf ) . = 2.0/2.0 Dead Load ) = 2 Live Load (psf ) = 20.0 Snow Load (sf ) = 20.0 Wind Speed ((mph ) = 80.0 Wind Code = UBC 94 Exposure = C Importance = 1.00 Seismic Zone = 3 5. Loading. conditions ore: 1 . DL+CO+LL 2 DL+WL1 3 DL+WR1 4 DL+LL/2+WL2 5 )L+LL/2+WR2 " 6 )L+LL/2+WR1+WS 7. DL+W . 8 DL+LL/2+WL1+WS ANCHOR BOLT SUMMARY BRACING REACTIONS,PANEL .SHEAR ----- Ont Loc Dia Len Bracing (k ) Panel Shear Proj Wall Col Horiz Vert Load at (in) . Id Id Reactn Reactn Base Angle (Ib/ft) 2.50 1 C 1.6 1.3 2.50 D 1.6 1.3 2 1 2.6 1.6 3 . D 1.6 1.3 C 1.6 1.3 4 " 3 2.6 1.6 ANCHOR BOLT SUMMARY BUILDING DEPARTMENT, APPPOVED GENERAL NOTES Foundation. design and construction ore not the responsibility of SENTINEL Buildings Systems. 2. The building reaction data reports a loods which this building places on the foundation. 3. Anchor bolts shall be accurately set to a tolerance of +/ 1/8" in both elevation. and 'location. 4. Column base plates are designed not to. exceed a bearing pressure of 1125 pounds per square inch. 5. All walk doors are to be field located with drilled in wedge anchors. Taking Pride In nzwFIN�'L °"°'�' LARRY 7,777.7077 BU/LD/NC SYST�'MS 1680 CKAMOTTE AVE 237 SOUTH 4TH ST OROVILLE CA 95966 ALB/ON,. NE 68620 (800) 3.e7-07,90 JOB NUMBER 597179 ?®OFFS j `a try C i /2 01 2 N� cm t F OF C FSP Excellence ANCHOR BOLT PLAN RES/CN..• JERRY S. CHECK BATE:• B/ 7197 -7: Total-- Bend-- ----- Ont Loc Dia Len Len Proj ----- - - - - (in) (in) (in) (in) . O 16 . EW 3/4" 15.00 3.00 2.50 O 4 RF 3/4 15.00 3.00 2.50 BUILDING DEPARTMENT, APPPOVED GENERAL NOTES Foundation. design and construction ore not the responsibility of SENTINEL Buildings Systems. 2. The building reaction data reports a loods which this building places on the foundation. 3. Anchor bolts shall be accurately set to a tolerance of +/ 1/8" in both elevation. and 'location. 4. Column base plates are designed not to. exceed a bearing pressure of 1125 pounds per square inch. 5. All walk doors are to be field located with drilled in wedge anchors. Taking Pride In nzwFIN�'L °"°'�' LARRY 7,777.7077 BU/LD/NC SYST�'MS 1680 CKAMOTTE AVE 237 SOUTH 4TH ST OROVILLE CA 95966 ALB/ON,. NE 68620 (800) 3.e7-07,90 JOB NUMBER 597179 ?®OFFS j `a try C i /2 01 2 N� cm t F OF C FSP Excellence ANCHOR BOLT PLAN RES/CN..• JERRY S. CHECK BATE:• B/ 7197 -7: �, �,-.• ,,: —_ _.„ _, is �i ,. F � � � � � � � � � � � � r■� r � � � � � 4" —0" OUT— Dia= 3/4" 1po N ISI �3,. Co o 2 1/ L 3 a. Taking Pride 17t Building Excellence rALBION EL - LARRY SlMMOTT STEMS 1680 KYANOOTTE AVE NcHoR Bou PLAs TH ST RESIGN. I9RRY S. 68620 OROVILLE, CA 95966CHL+CK.0790 NUISM' 597179 DATd' 8171-97 ao o EW .. 1 A A 17.77$DETAIL o _ o A M 1 1 1 Dia= 3/4" �o B g ' m3-1/-2 �9, °��° 0 3.. 0 I� 2 1/ o EW L o 0 0 o i o 2 " See Plan w DETAIL B f• - N � ,. ' z Dia= 3/4" g" o g U g Z --T-- 0 0 V) _I 0:0 4» F 0 SW 7" 2" o f o = . o M o - See Plan DETAIL C � in • 8U l 1E LUUN f y BUILDING DEPARTt�EN� ADPRO.VED • P�O.FESS/o w� o .. A C I _ A .. �R P. o ��. c0 /i�q �� USP 00 w 6rig o 00 31/206 � 4" 19' - 8". 191-87 4" O FRAME LINE .. - 3 a. Taking Pride 17t Building Excellence rALBION EL - LARRY SlMMOTT STEMS 1680 KYANOOTTE AVE NcHoR Bou PLAs TH ST RESIGN. I9RRY S. 68620 OROVILLE, CA 95966CHL+CK.0790 NUISM' 597179 DATd' 8171-97 ' SPLICE BOLTS MEMBER Splice Top Of Plate Bottom Of Plate Mark Ont Typ Dia Len Qnt Typ Dia Len 'Sp— 1 4 A325. 1.000 2.50 2 A325 1.000 2.50 Sp— 2 4 A325 0.625 2.25 4 A325 0.625 2.25 ' "�7 FLANGE BRACES: Both Sides(U.N.) x8x=length(in), (1)=one side AFBxxALl)1 0 0 --TOP BOLTS, SEE ' O O DRAWING FOR SIZE. e�2n O O INTERMEDIATE BOLTS, 12 THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. O O BOTTOM BOLTS, SEE DRAWING FOR SIZE. EXTENSION BEYOND FLANGE IS OPTIONAL, AT TOP & BOTTOM. BOLTED END PLATE CONNECTION AT' BUILDING PEAK 00 i.0 ANCHOR BOLTS BASE PLATE PLAN ELEVATION ANCHOR,BOLTS R1 AT SIDE.WALL COLUMN SIDEWALL COLUMN BOLTED END PLATE O O -TOP BOLTS, SEE TOP FLANGE _,. --"0 O DRAWING FOR SIZE. O O INTERMEDIATE BOLTS, WEB THE NUMBER OF TOP OR BOTTOM BOLTS GREATER THAN FOUR. O O BOTTOM O OBOTTOM BOLTS, SEE FLANGE DRAWING FOR SIZE. BOLTS FOR RAFTER TO U4 COLUMN CONNECTION 26 Go. P6, Go1\10 'e41 O.00 MEMBER RF1 —1 W1 4x22 RF1 —2 � I RF1-3 M .I 00 SP® 2 8 1116' 8 1/16" 2 Spo �_0, RIGID FRAME .CROSS SECTION .FOR FRAMELINE 2. 15'_4,. PIECE MEMBER RF1 —1 W1 4x22 RF1 —2 W1 4x22 RF1-3 W1 4x22 4��/ 16" Taking Pride In 52FM INEZ LARRY 7777770,77040 BUILD/NC SYSTEMS >680 0r4iVDOTTE AVE 237 SOUTH 4TH ST ALBION, N6 68620 OROVILLE, CA 95966 (800) 327-0790 JOB NUMBER S97>79 3 31, 2't�:,, 12 Excellence R/C/D FRAME BES/CN: ✓BR/ CHBCK.• . P. t 1 r- 12 30'-0" OUT -TO -OUT OF STEEL 8" eX-47 I 10'-0" Q 15'-4" 00 ColI tC-1 EC -2 . - IF INSULATDVG BUILDING VITN FIBERGLASS BATT MOVE SHEET ANGLE TO TOP SIDE OF PURL[N INSULATION CAN THEN BE TUCKED UNDER THE ANGLE.' IN EITHER CASE THE 4- LEG RUNS ALONG THE ENDVALL TO FASTEN ENDVALL SHEETS TO THE. BUILDING, Imo- END D< BUILDING f GABLE RAKE ANGLE ROOF PURLIN D12 S. D. SCREW O — — — — ENDVALL RAFTER. RAFTER-PURLIN BRACE BOLT, 0.S' BY 1'(TYP) ENDVALL RAFTERMAYFACE IN OPPOSITE DIRECTION Al ECTION THRU ENDWALL RAFTER EC -3 ENDWALL FRAMING: FRAME LINE 1. SEE ENDVALL DRAWING FOR BOLT DIA & TYPE ENDVALL RAFTER-'*' SPLICE PLA VALL PANEL VEDGE ANCHIRS SPACED SO' 04. MAX AND AT BOTH ENDS OF EACH PIECE OF ANGLE. BUILDING VARRANTY VOID IF SPACED GREATER THAN THIS BASE ANGLE /. ENDVALL RAFTER Caiveu FaYxbtbnJ A 1-1/2' x 1 -VL- OPTIONAL NOTCH 114' VEDGC AND /DI SECTI❑N THRU WALL PANEL F 4 RAFTER SPLICE AT SURFACE CHANGE T 3 AND CONCRETE FOUNDATION ENDVALL RAFTER - LT TABLE CATION —1—ER— MEME Z FRAME LINE: 1 ID MARK PART BRACE GRIP. DEAD END 1 CLBA.1 14) COLUMN OR 2 R.PK22 RAFTER WEB 3 76575 HILLSIDE 4 76830 O CABLE WASHER FLAT WASHER EYEBOLT jo.�75'xl.5' NDVALL OLUMN SLOT IN WEB TO INSERT NUT HILLSIDE WAS M AND EYEBOLT BOLTS, WASHER ON COLUMN ON ENDVAL C UMNS Q2 DIAGONAL CABLE, EYEBOLT END xr' FOR DD .u+ BS) ASE PLATE ENDVALL COLUMN . PLAN ELEVATION Co BOLT, 0.5, E 6 BASE PLATE FOR ENDWALL T') BY !Q CTY, CONNECTION COL U R=WQ13 JAMB PLATE c c ��:q4�.FES& 1. O o �r e ENDVALL GIRTS LU -� C 1 ENDWALL COLUMN TO WALL GIRT zr. Cl \\�� CORNER COLUMN ,QF JFO BOLT, S'x1.0' BOLTS, 0.79' BY 1.50' CONNECTION PLATE C76B CONNECTION PLATE o O ENDVALL COLUMNc C (ONE SHOW TWO OHAV BE 1/SEWENDWALL RAFTER TO COLUMN SID EVALL GIRT DOOR HEADER ENDVALL GIRT SECTION ELEVATION NOTE FLANGE OF SV GIRT BOLTS DIRECTLY BOLTS, 0.90' BY 1.0' CTYP> TO VER OF.CORNERCOLUMN D1 CORNER COLUMN TO WALL GIRT DOOR HEADER TO DOORJAMB Taking Pride In Building Excellence SE'NTINE'L °"°�' LARRY SIMMONS KIMONO SYSTEMS 1680 iYYMP07TE AVE ENonALL FRAAANC ,237 SOUTH 4TH ST . DBS/CN. JERRY S. ALB/ON, NE 6e6zo OROVILLE, CA 95966 CHECK (800) 327-0790 NUMBER S97179 DATE..• 817197 0f-At�_ LU -1 HULU6,5Z)b 12 9/ 1 b EC -2 PCE08356 13'-0 1 /4" EC -3 PCE08356 14'-8 1/47 EC -4 PCE08356 12'-5 9/16„ 12 aSUj 6 COUNTY ER -1 PCE12354 15'-0 1/4” ER -2 PCE12354 15'-0 1/4' 1LDING DEPARTMr-W DH -1 PCE08356 10'-0" G-1 PZE08256 2'-7 1/2" G-2 PZE08256 14'-7 1/211 A Ov CB -1 1/4" CBL 17'-8' - CB -2 1 4 CBL 1 19'-1" FRAME LINE: 1 ID MARK PART BRACE GRIP. DEAD END 1 CLBA.1 14) COLUMN OR 2 R.PK22 RAFTER WEB 3 76575 HILLSIDE 4 76830 O CABLE WASHER FLAT WASHER EYEBOLT jo.�75'xl.5' NDVALL OLUMN SLOT IN WEB TO INSERT NUT HILLSIDE WAS M AND EYEBOLT BOLTS, WASHER ON COLUMN ON ENDVAL C UMNS Q2 DIAGONAL CABLE, EYEBOLT END xr' FOR DD .u+ BS) ASE PLATE ENDVALL COLUMN . PLAN ELEVATION Co BOLT, 0.5, E 6 BASE PLATE FOR ENDWALL T') BY !Q CTY, CONNECTION COL U R=WQ13 JAMB PLATE c c ��:q4�.FES& 1. O o �r e ENDVALL GIRTS LU -� C 1 ENDWALL COLUMN TO WALL GIRT zr. Cl \\�� CORNER COLUMN ,QF JFO BOLT, S'x1.0' BOLTS, 0.79' BY 1.50' CONNECTION PLATE C76B CONNECTION PLATE o O ENDVALL COLUMNc C (ONE SHOW TWO OHAV BE 1/SEWENDWALL RAFTER TO COLUMN SID EVALL GIRT DOOR HEADER ENDVALL GIRT SECTION ELEVATION NOTE FLANGE OF SV GIRT BOLTS DIRECTLY BOLTS, 0.90' BY 1.0' CTYP> TO VER OF.CORNERCOLUMN D1 CORNER COLUMN TO WALL GIRT DOOR HEADER TO DOORJAMB Taking Pride In Building Excellence SE'NTINE'L °"°�' LARRY SIMMONS KIMONO SYSTEMS 1680 iYYMP07TE AVE ENonALL FRAAANC ,237 SOUTH 4TH ST . DBS/CN. JERRY S. ALB/ON, NE 6e6zo OROVILLE, CA 95966 CHECK (800) 327-0790 NUMBER S97179 DATE..• 817197 0f-At�_ RT RT 63U 1 TE CCUUN i l 30ILDING DEPA%TME, pPR®YP. � � � � � � � � � � � r r � � r � � 30'-C" OUT -TO -OUT OF tK—J—tK-4*1 4 A,S20 I L 1 1/4'" 15'-4" 10'-0" B 3'-a" A s" MEMBER TABLE FRAME LINE 3 _ MARK PART LENGTH ' _ _ EC -2 PCE08356 13'-0 1/4 sa ER 3 — —.- — _ _ r EC -3 PCE08356 14'-8 1 /4" ER'4s EC -5 PCE08356 12'-5 9/16" 2"� 12 r _ _ _ — — EC -6 PCE08356 12'-5 9/16" 0 12 CUvry bU 11 E l ER -3 PCE 12354 15'-0 1 /4" ER -4 PCE12354 15'-0 1/4 ING " DEPARTKN`� DH -1 PCE08356 10'-0 �q�®" M I G-1 PZE08256 2'-7 1/2" ., G-2 PZE08256 14'-7 1/2" G-2 ® DH -1 I "� PROVE . CB -1 1/4" CBL 17,_8„ C-1 CB -2 1/47 CBL 19 1 CONNECTION PLATES to FRAME. LINE:. 3' to i7 I I. BRACE GRIP DEAD END' ID MARK PART to I COLUMN OR 1 CLBA1 I I RAFTER WEB 2 RPK22 2 G— 1 p HILLSIDE 3 76575 13 [1-1 CABLE WASHER 4 76830 FLAT 01 I e EYEBOLT WASHER 1 I N COLrNDUMN L r7 I SLOT IN WEB TO INSERT NUT M HILLSIDE WASHER F" OT C1 OT i AND EYEBOLT BOLTS Y G-2 G- � 0 SIDE ]ON ENDV L DCOLUMNS� Q2 DIAGONAL CABLE, EYEBOLT END (v2'xr FOR DD JAMBS) BASE PLATE 00 ENDWALL COLUMN PLAN ELEVATION r7 6 CB=2 CB -1 Q I ") BASE ENDWALL L — — — — — — BA TJ I BOLT, 0(T CONNECTION E 6 0 p��5$�I9 AMB ---- —----------- — BY IAS (TYP) PLATE tt�� EC -5. EC -3• EC -2: EC -6 LU ENDWALL GIRTS CC 86 ENDWALL ENDWALL FRAMING: FRAME. LINE 3' N 120 RAFTER C 1 ENDWALL COLUMN TO WALL GIRT CORNER coLu1D+ OF L BGLTS, 0.75. BOLT, S'xl.O' BY 1S0' — DOOR JAMB CONNECTION IF INSILAET BUILDING WITH FIBERGLASS BATT PLATE (768 0) - CONNECTION MOVE SHEET ANGLE TO TOP SIDE OF PURLIN SEE ENDWALL DRAWING PLATE INSULATION CAN THEN BE TUCKED UNDER THE.ANGLE. FOR BULT DIA 8, ,TYPE' WALL PANEL c IN EITHER CASE THE.P 'LEG RUNS ALONG THE O ' ENDWALL TO FASTEN ENDWALL SHEETS TO THE BUILDING. � � e � WEDGE ANCN(p$ SPACED 70' ".MAX I•�— END GS BUILDING _ . I GABLE RAKE ANGLE ROtD' PURI IN AND At BOTH ENDS Di EARN TY.V ENDWASKOWLL T . � AN0.E. BUILDING WARRANTY.V0111 wr eE VSLW � O - p R SPACED GREATER THAN THIS . WO B4 ENDWALL RAFTER T❑ COLUMN DOOR HEADER R12 S D SCREW BASE[ SIDEVALL .GIRT - e e ENDWALL GIRT SECTION ELEVATION — — — — — — — — _ ENDWALL RAFTER NOTE FLANGE O EB OF C13RNERW GIRT BOLTS COLUMNIRECTLY BOLTS, 0.50' BY lA' (TYP) r SPLICE PLATE D 1 CORNER COLUMN TO WALL GIRT. M 1 DOOR HEADER TO DOOR JAMB ENDWALL - - . RATTER- RAFTER-PURLIN BRACE-.'• BOLT. 0.5' BY 1'(TYP)- A A Taking Pride to Building Excellence . AENDVALL RAFTER - COM"tt r0W4ftt%m ENOVALL RAFTER MAY FACE IN OPPOSITE DIRECTION 1-I.r x I -VZ' OPTIONAL NOTCH VA. WEDGE A NTINL'TL LARRY SIAlMONS A 1 ECTION THRU. ENDWALL RAFTER SECTION THRU WALL PANEL BU/LD/NC SYSTL'MS 1680 %YYANDOTTE AVE L'NPF4LL FRANINC F4 RAFTER SPLICE: AT SURFACE CHANGE T3 AND CONCRETE FOUNDATION 237 SOUTH 4TH ST DBS/CN. ✓BRRY S. ALB/ON, NE 68820 OROV/LLE, CA 95966 CNBCK (BOO) 327-0790 NUMBER S97779 DAff: 81.7197 •1 U � • H >� .,,, , �, , R7 RT OUI IL COUNI) BUILDING DEPARTMEN i APPROVED Lu 7 gi ENDWALL SHEETING -& 'TRIM: FRAME LINE 3 4( 31, :L PANELS: 26 Go. CS 'Light Stone (P 9 OF /V1 CAL Taking Pride In Building Excellence SE'NTINE'L m`w LARRY SIMMONS BU/LD/NC SYSTEMS X680 fYYANDOTTE AVE 6NDAALL FRAMING 237 SOUTB 4TH ST P SIGN.• JERRY S. ALBION, NE .. 68620 OROVILLE, CA 95966 cNFCK (800) 327-0790 Nuwe�rr S9%i %9 RATE.- 8112197 �w w� i■w w ww �w ww ww w� w ■w r � ww �w ww w ww w ww 4" 40'-0" OUT—TO—OUT OF STEEL 19'-8" 19'-4" 5w 00 I' 00 M G-3 G-4 C13-3 CB -4 °°. Q BA T3 M -----------=—--- — — — — — — — — — — — — — - — — — — FLANGE BRACE j . — — — 'o EC -4* RF1-1EC-5 SIDEVALL GIRT - <w vr><t• Aim GIRT 2'-1 3/4" gUTl CvUN r BOLTS PER LAP LAPS - 2'-1 3/4" BUILDING DEPARTMGMT SI.DEWALL FRAMING: LINE D RIGID FRAME COLUMN P P R O \/ E D .:+�'. 8 V ,; H WALL GIRT TO FRAME COLUMN ET H- G_ FRAME LINE. D MARK PART LENGTH E-1 PES07PA4 19'-11 1/2" E-2 PES07PA4 19'-1 1 1 2" G-3 PZE08256 22'-1 1 2 G-4 PZE08256 22'-1 1/2" CB -3 1/4" CBL 21 —5', CB-4 1/4" CBL 20'-5' WALL PANEL WEDGE ANCHURS SPACED 3V oc. MAX AND AT BOTH ENDS Or EACH PIECE Or ANGLC. BUILDING WARRANTY VOID jr SPACED GREATER THAN THIS 'BASE ANGLE � •i Ca rrte FcundmtmA 1-Vr • 1 -VZ' OPTIONAL NOTCH I/4• WEDGE ANCIQ GSECTION THRU WALL PANEL AND CONCRETE FOUNDATION - I - SHEET ANGLES . �V EWE STRUT -� ' I 112 S.a SC IF INSULATING BUILDING WITH FIBERGLASS BATT, MOVE SHEET ANGLE TO TOP SIDE OF CAVE STRUT.INSULATION ' CAN THEN BE TUCKED UNDER THE ANGLE. IN EITHER CASE. THE 4' LEG RUNS ALONG THE-ENDWALL TO FASTEN WALL SHEETS TO THE BUILDING SIDEWALL SHEETING .& TRIM: FRAME LINE D �6 SAVE STRUT TO ENDWALL RAFTER PANELS: .26 Ga. CS Light. Stone Taking . Pride In Building Excellence SE'NTINE'L —LARRY SIMMONS BUILDING SYSTEMS X680 WYANDOTTE AVE siDa')rAll F�ueiNc 237 SOUTH 4TH ST DE'S/CN. JERRY S. ALB/ON, N6 s9s2o OROV/LLL, CA 95966 cyEcAr (800) 327-07.90 JOBNUMBER S97179 DATE 8 7/97 ,7v .01 BRACE GRIP DEAD END COLUMN OR RAFTER WEB CABLE HILLSIDE WASHER i • FLAT EYEBOLT WASHER SLOT IN WEB TO INSERT NUT ' HILLSIDE WASHER AND EYEBOLT Q2 DIAGONAL CABLE, EYEBOLT END - I - SHEET ANGLES . �V EWE STRUT -� ' I 112 S.a SC IF INSULATING BUILDING WITH FIBERGLASS BATT, MOVE SHEET ANGLE TO TOP SIDE OF CAVE STRUT.INSULATION ' CAN THEN BE TUCKED UNDER THE ANGLE. IN EITHER CASE. THE 4' LEG RUNS ALONG THE-ENDWALL TO FASTEN WALL SHEETS TO THE BUILDING SIDEWALL SHEETING .& TRIM: FRAME LINE D �6 SAVE STRUT TO ENDWALL RAFTER PANELS: .26 Ga. CS Light. Stone Taking . Pride In Building Excellence SE'NTINE'L —LARRY SIMMONS BUILDING SYSTEMS X680 WYANDOTTE AVE siDa')rAll F�ueiNc 237 SOUTH 4TH ST DE'S/CN. JERRY S. ALB/ON, N6 s9s2o OROV/LLL, CA 95966 cyEcAr (800) 327-07.90 JOBNUMBER S97179 DATE 8 7/97 ,7v .01 -1 91 40'-0" OUT—TO—OUT OF STEEL 1.9'-4" MEMBER TABLE FRAME LINE A MARK I PART LENGTH E-1 PES07PA4 19'-11 1 " E-2 PES07PA4 19'-1 1 Y2"4 G-3 PZE08256 22'-1 1 G-4 PZE08256 22'-1 1/2" CB -3 1/4" CBL 21'-5" CB -4 1 1 4" CBL 1 20'-8" "WALL PANEL WEDGE ANCRM SPACED 3V a MAX AND AT BOTH CLADS OF EACH PIECE Do if AHGLL BUILDDG WARRANTY. VDTD IF SPACED GREATER THAN THIS CO BASS ANGLE 00 ' G-31-1/2* . - 1-1/2' a I-Vr OPTIONAL =CH Vr WEDGE AND= G=4 SECTION THRU WALL PANEL T 3 AND CONCRETE FOUNDATION CB -4 CB -3 o i BA — — — — — — — — — — — — — — — — — — — — — I - - - -------------- - - - - EAVE' STRUT FLANGE BRACE EC -6 RF 1 —1 EC, -1 . GIRT 2'-1 3/4" BU 1 I L C.UUN - SIDEWALL GIRT � B 307 LAPS _ z'-1. 3/4"- - BUILDING DEPARTMENT ' • &ATS.PCRPER LAP SIDEWALL FRAMING: LINEA FRAME;-EXTENSION TS, p p P O E�: CELUMxI.D' a[GID FRAME COLUKN OF ET U WALL GIRT TO FRAME. COLUMN H a� •SECTION ELEVATIONLANGE TF CC ®. Fl- kV EAVE STRUT TO RIGID FRAME U BRACE GRIP DEAD END COLUMN OR RAFTER WEB HILLSIDE ' . CABLE WASHER . FLAT WASHER EYEBOLT . ric ' SLOT IN WEB TO INSERT NUT HILLSIDE WASHER -AND EYEBOLT Q2 DIAGONAL CABLE, EYEBOLT END SIDEWALL SHEETING & TRIM: FRAME LINE' A PANELS: 26 Go. 'CS - Light Stone t`A- IN\ f:�, \ 1/YX1• A307 BOLTS o� 0 EAVE STRUT EXO d7 •' /Tz sD �- T� c/ END O 1 `��'� WAIL' RAFTER--� II'"' CAL t /'` IF INSULATING BUILDING WITH FIBERGLASS BATT, MOVE ••� SHEET ANGLE TO TOP SIDE OF CAVE STRUT. INSULATION CAN THEN BE TUCKED UNDER THE ANGLE. IN EITHER. CASE, THE 4' LEG RUNS ALONG THE ENOWALL TO FASTEN WALL SHEETS TO THE BUDDING 6 EAVE STRUT TO ENDWALL RAFTER Taking Pride In Building Excellence JERN2 )VEL P— LARRY 7177077 BU/LD/NC SYSTEMS 1680 fYYAX00TTE AVE SZOEX4LL PRaMiivc .237 SOUTH 4TH ST DBS/CN.• ✓9RRY S. ALB/ON NE 68620 OROVILLE, CA 95966. cNBc (800) 327-0790 JOB NUMBER 597179 OATS:• 817/97 2` 4� ' 4" A' I IL (V ' w U O LL- V) ai I � V) N W O O 19'-8" '-0" OUT—TO—OUT OF Q 19'-4" E-2 RF1-1 F-1 W, PS— 1 I U W BRACE GRIP DEAD END COLUMN OR RAFTER WEB HILLSIDE CABLE WASHER FLAT EYEBOLT WASHER El ROOF MEMBER TABLE MARK PART LENGTH P-1 PZE07256 22'-1 . 1/2" P-2 PZE07256 22'-1 1/2" E-1 PES07PA4 19'-11 1/2 E-2 PES07PA4 19;-11 1/2" CB -5 1/4,„ CBL 18-7" CB -6 „ 1/4 CBL 18'-5" CB -7 1/4" CBL 20'-4" CB -8 1/4" CBL 22'-7" CB -9 1/4" CBL 22'-9" a � ° ,9 . ROOF P SHEETING PANELS: 26 /a:y i fl Ga. Galvalume d. BRACE GRIP DEAD END COLUMN OR RAFTER WEB HILLSIDE CABLE WASHER FLAT EYEBOLT WASHER El SLOT IN WEB TO INSERT NUT HILLSIDE WASHER (4` AND EYEBOLT 6U VU i Q2 DIAGONAL CABLE, EYEBOLT END BUILDING D PA TMENT A P P R ED. 1/2'x I' A307 BOLTS 0 d. 0 :- 0 0 0 FLANGE BRACE PURLIN RIGID FRAME RAFTER LO NOTE: Only '6 bolts req'd In splice U w' G2 ROOF PURLIN TO INTERIOR FRAME RAFTER mmwo Taking Pride In Building Ezcellence f'VT'L LARRY SIMAIONS BUI/NC SYSTEMS 1680 WYANDOTTE AVE ROOF FRAM/NC 237 SOUTH 4TH ST DESMON.' ✓ERRr s 95966 CHECK ALBION,, NE 68620. OROVILLEry, (800) 327-0790 JOB ryCA NUMBER S9/ 1 / 9 DATE' 81 V,97 _ i 0. .:. . ..STANDARD. ENDWALL BRACING THE STANDARD BEARING ENDWALL . FRAME UTILIZES THE DIAPHRAM FLANGE BRACE ACTION OF THE WALL . PANEL TO TRANSMIT LATERAL WIND OR SEISMIC PURLIN EAVE STRUT FORCES TO THE FOUNDATION. IF THIS. RAFTER DIAPHRAM ACTION 1S INADEQUATE TO . RESIST THESE. FORCES. ONE OF THE FOLLOWING METHODS WILL BE 'USED PURUN CLIP TO SATISFY THE REQUIREMENTS. GIRT EAVE STRUT CLIP GIRT CLIP COLUMN BC CLIP "?''�:,. ;.,, i�'•. OPTIONAL CABLE BRACING } WHEN DIAPHRAM. ACTION 'OF- THE PANELS IS INADEQUATE, THE FIRST ALTERNATIVE IS TO. ADD CABLE BRACING 'BETWEEN ENDWALL COLUMNS. IN CASE, FLUSH GIRTS WILL RE.- t3U 1-1 L CUUN I I QUIRE FIELD SLOTTING TO ACCOMODATE THE CABLES. CABLES .CAN ALSO BE, ADDED TO THE BUILDING DEPARTNiENq ROOF BETWEEN ENDWALL RAFTERS AND MAIN FRAME. TO TRANSFER .THE LATERAL FORCES.. OF APPROVED THE .ENDWALL. Ys;;�, OPTIONAL. HALF.: LOAD FRAM E A . MAIN FRAME MAY' BE USED INSTEAD OF .A BEARING . END FRAME. IF CABLE ' BRACING OPTIONAL FIXED. BASE CORNER -COLUMNS COULD NOT BE USED IF THE ENDWALL 'FRAMED OPENINGS ARE PLACED. THAT CABLE BRACING CAN NOT BE . PLACED, THEN FIXED BASE CORNER .,COLUMNS MAY. -BE USED. FIXED CORNER COLUMNS -WILL INDUCE` A :MOMENT TO THE FOUNDATION REQUIRING .SPECIAL FOUNDATION DESIGN �Qy� V 2678;3 %1� NOTE.'PANEL D IAP H RAM ACTION I S DAR D STAN �.., ; "�. ALL ' OTHERS. .ARE OPTIONS - P 44 i, 'i w�YY;`rr'"- ''�i'..e.. r'�c ✓�.+� _ '�' �: - - ... � - ._ "� `?� aG� z„'. ::.,�t�r ..Kt-'`4`. ..�'.e�. rt: _ :, h t ,� z '_c"'�2.' f�c . o WALL PANEL ROOF. STEEL LINE . STITCH SCREWS Ai 4# ' - RAKE TRIM O.C'.'. ., WITH CONTINUOS THIP SEALANT UNDER' TRIM EAVE MEMBER • . I MEMBER SCREWS MEMBER SCREWS t . AT 67. ON O.C. ROOF PANEL •12 X 1 1/4• • I RAKE ANGLE. STRUCTURAL FASTENER • 1 (8' O/C) AT EAVE INSIDE CLOSURE; ST[TCH SCREWS/(OPTIONAL) GIRT •I AT 12" O.C.7. ER CldSg�CLOSURE �PURLIN BEYOND +12 X 1 1/a- ' HEAD TRIM HEAD (BEYOND) STRUCTURAL _ FASTENER (12' O/C) • , WALL PANEL AT INTM. GIRTS HEADER DETAIL FOR FRAMED OPENING RAKE DETAIL WITH SHEETED ENowa�L #14 X 3/4' STITCH • FASTENER (1) BETWEEN ' GIRTS.(2) WHEN GIRT SPACE EXCEEDS S'-0' 1 • 012 X 1 1/4' STRUCTURAL 'I FASTENER (6' 0/C) AT BASE JAMB INSIDE CLOSURE W/ SA36 SIDEWALL SHEETING • ®' 1 SCREW AT 20" O.C. JAMB TRIM _ — PLACEMENT ' FASTENER • LOPTION AU �' CONTINUOUS TAPE 3' SEAL TOP & . 9OTTOM _e �/fTURAI FASTENER _ T •'— BTITCN FASTENER PANEL MEMBEs� .SCREW T ts•.oic) T' ... JAMB: DETAILS FOR FRAMED OPENING 1/2 ROOF'' 6U��.� e1 TYPICAL SPACING AT RIDGE cAP.a e:+o OAPs 1 . TME PANEL 1NG pip —STRUCTURAL FASTENER T +�—�TITCH FASTENER • •. ..., TRIM—'' r T' tt2:.oIC)" T C3O�'p��� EAVE – MEMBER T MEMBER SCREW STITCH* SCREW Y R� TYPIC , SCREWS • AL SPACING AT INTERMEDIATE PURLINS STEEL: AT .12": ON. O.C::` EApVE - .STEEL: LINE . -'. - ' 'STRUT - _ /�STRUCTURAL FASTENER' T..._ STITCH FASTENER 1 _ WALL PANEL - — _'CLOSER'-'- O�C)',T STITCH SCREWS AT. ' T 20" O.C.(.TYP) - TYPICAL SPACING AT EAVE PURLIN ROOF SHEETING: rT WALL PANEL. f oU E I !_ (.UUN 1 i SUILDING DEPARTMENT A DPROVED EAVE TR EAVE STRUT : RAKE TRIM iRAKE TRIM' ROOF SHEET iSHEET ANGLE SIDEWALL SHEET WALL. SHEET SECTION THRU RAKE END ENDWALL SHEET oU C-000 I I IV II CORNER DETAIL . ISUILDING DEPARTMENY .: ROOF SHEET i .. A �: ` / C EAVE TRIM • . PRO �/ C ,.RAKE EAVE TRIM EAVE STRUT' TRIM 1 SIDEWALL SHEET: 'vi . f SIDEWALL SHEET .RAKE TRIM CLOSURE . ENDWALL :SHEET .. -Q-.--' SECTION THRU . . CC y� EAVE : - CORNER TRIM I\Je. l a l NOTE.;ys FINISHED CORNER DETAIL • em, :SHEET ANGLE CAN.: BE PUT • • PROJECT ON : BOTTOM. OF PURLINS/EAVE STRUT.' .. ST BUILDING: CORNER DETAILS JOB' NO. 596000 DWG NO. '.A' DATE 6/13/95 DRAWN JR 70,' K. I JA - R TRIM } Color side � 1 . Color Side 21R' 2111• 1114. / iR• GAUGE i4'1111•-� GIRTH 26 5 1/2" GAUGE �+-,•-� GIRTH r 26. 5 1/4" 1 1 SIMPLE EASE LCOIorSide -2 314- ►{ I �4- GAUGE GIRTH 26 5 3/411 G U T T E R- G®RNER BOX yE 4, 47116' ' 1 3 1112' Si COLOR 31/2' SIDE Color Side GAUGE GIRTH GAUGE GIRTH 26 18 1/2" 26- 12" 'i 1 I 1 1 r 1 1 1 1 1 1 EAVE TR'!M RAKE TRIM BASE TRAM GUTTER END CAP Color Side 3--7, . 31R- Color Side �4 1511 ! 1 1/8' !)S•(For 1:12 Fitch ' COLOR . Unless Spectiled) ` 6718- Color Side 23/4•. �••1 314 SIDE 4 y8• 37R' � I 31R• 111- / —. ` I I- k1- I 111 y 2 3/4' GAUGE. 2-� GIRTH GAUGE In• GIRTH 26 S. 7/8" GAUGE 1•. GIRTH GAUGE GIRTH 26 7 1/2" 26'. -� 8 '3/4" 26 12" r 1 AS E TRIM' r ' ' r 1 ,• r r r 1 ITFETC .2'1 1 1 1 tsu I I L wu BUILDING DEPA h E.A.K B ©'.X R A -K E TAR 1 QUI © U T S I. D E GUTTER STRA�PQ 1:12 . • SpecHy Pfkh.. for Side - .1314' �6.� •- . 31R•.: CotarSitle Color -Ida �. �� COLOR SIDE 1314' 2'. 11•I ' GAU.G.E GIRTH.GAUGE [-2- GIRTH GAUGE 4 GIRTH GAUGE. GIRTH G 26 22' 1/4" 26. 20 3/4" 26..: 14".26- 3 1/.2" r rGUTTER S ­TR` r 1 170-C1.0. 1 r 1 /i I Standard Reversible Metal Building Frame TYPICAL ELEVATION HEAD/JAMB CONNECTION V 41/2r# ERECTION INSTRUCTION.S FOR DITTCO .SERIES REVERSIBLE FRAMES STEP I Place head Section. and Jamb's on flat surface (floor) with Door side up. (See Fig. 1) Install Bolts and Nuts connecting Head to Jambs. Be sure that W—A ; tight I E L0 c -10S So that the proper Door Opening is obtained. WALL PANEL EXAMPLE: Frame Openin3'0g. (" oor requires a 36" FIG. 1 DSee Fig. 2) GIRT SCREW:. LOOR t$U I I L CUUN I I HEAD BUILDING* DEPARTMEIVirr 7'0"4Y2#0 TRIM DOOR STEP 11 Install Pre-Ndtched Threshold, utilizing TRIM HEADER the. Spring Clips which are already installed in the Theshold. APPROVE 2 1 See Fig. 3) -.SECTION THRU- HEADER `'/ STEP III install Door in Frame, check for 1/8" 42 5116" clearance at Head and 3/32" clearance INTERMEDIATE GIRT CONNECTION at Strike Jamb. �' (See Fig., 4) '. "A" 101 _x_ GIRT V21 rFIELD CUT AT JAMS--\ SCREW 4 . FIG. 4 00 1/8 -0 FIG. 3 ' • STEP IV Tilt up the entire assembly and secure Hinge Jamb Anchor to floor. Plumb DOOR JAMB Hinge Jamb and Assembly. -an dIVm may be re ersed at NOTE. Steps III v WALL PANEL JAMB option of erector. TRIM SILL ANCHOR STEP V Anchor Head and Strike Jamb to Building SECT. "A -A" Str ' uctUre, Floor and entire Frame to'Panel Skins. Install Optional Threshold Anchor if desired. (Not. a part of Single Opening- package.' DOOR 'JAMB' Premier, provides a complete total openings package that includes the walk' door, frame, hinges, weatherstripping. JAMB 'ANE:WALL, I TRIM SECTION THRU-. JAMB REGIONAL SALES -OFFICES' WAREHOUSES ES U 't Atlanta t Houst ' on t Monroe .-ADMINISTRATIVE OFFICE Oakridge Business Park 6867 Tanner Rd. HWY 165 North MANUFACTURING FACILITIES 6945 Oakridge Parkway Suite D Monroe, LA 71211 &CUSTOMER SERVICE: 'PREMIER ProdUC%l P-0- BOX 7269, Monme, LA 7121 Suite D & E. .H6uStori,.TX-77041 (318).361-0796 Highway 165 North. Monroe. LA 71211 nC- 'Austelf. GA 30001 (318) 3614796 9 FAX (318) 323- (713) 690-0435 FAX (3.18) 323-80.68 PH: (318)361-0796" (404) 944-1006. FAX (713) 690-8241 F FAX (404),944-0963 FAX (318) 323-5068 '' � • PREMIER. Products,. Inc., P.O.,Box 7269, Monroe, LA T12T11:..,.._- -0796. FAX (318) 323-5068: 9- 4 .(318)361 3/32" f 1* PIDGE VENTILATOR WITH DIE - f0Q[AeD SIDE SKIRT �a 0 END SK112T DETAIL_ ANS �N �Z; CONTIPIUOUS VENT.SP L�� � 00 W IJ. Cf o 0 — �6;'y 1038 • I �Nar�rle� SJPFOCT Lu ® VENT. VE V-11 ( I I Z CNANNE! I �. a >. I/ 6UTTER I ✓� TAPE 5LAL, w -��-.-ROOF PArIE'L . 11 � Q _ E.•^. r'ICrI 4- J1'TE12 c UFPGRT END JF VfiiT DETAIL t OTT. PART NO. DESCRIPTION WT. SPECIFICATIONS, , DAWN. DATE TITLE - 2 APP'O. DATE PART. 2 - DRAWING NO. Metallic Products 0 FIRST RELEASE Corporation VFSS-1' REV. DESCRIPTION INIT. DATE NOUSTOrJ TEXAS BIRD DETAIL 9 S .—K BLIND BUND. D/RD 1iG¢EEN 46R — $ — — —� SCREEN D/RD aCRCCN . RNC O/DC R/VETS RUBBER SIDE A NCL- — . 5/Oe� G�►R NCL sea SCRCCH PANEL NACKCO PNTEt LlAffLC WABMERIS AAGLE CND BANS RCEN RAIN E11PfLC D/RD SCREEN ANOLG .SHIELD CND SP -AL (NOT DYPGP) QAffLC _ O/RO dCXBCN dNp[C CAP. RA/N J2ETA/[ .9 DETAIL.: SSR DETAIL 5 9AI�eYD. J DAMPER GUIDE 1 _ ROD L All. 6 DCTA/L 3 PAL NUT SIDLI / SPRING ♦ SKIRT SADOLeTRAP B!I/CL SAD- ' C2055 SECTION DETAIL 2 DETAIL 4 l PANEL VENTILATOR A55EMbLY Ccor/r.) DETAIL 13. 51EP4- IH5ERT PRC -ASSEMBLED DAMPER TNRU CND, INSVRINO' T/IA! ! SLIDE CHANNELS ARE ON W9 SAME.9/DE OP SADOLE Or"PB AS "ALL'S f ,q, 13 (Orris) 6/DL SK/Rr PIVOT DRACkETS, LAY /N PLACE LOOSELY KCADY IOR NL:xr STCp, RAIN IELO ANGLE' 5TEP 5- INSERT RA/H BH/GLD TAIRU CND, ADOVC DAMPER, AND ATTACH DETAIL G �OAHPEQ NOTE: DAt 4FZP- AND 61RD,9CREC 70 ALL G DAFFL95. ATTACH RAIN SUICLO ANGLCS TO UHDC4S/DC /' PATCH NOT smom mg CLAQITY, AT eAcll ENA /.. S7EP CO- IN$CRT GU/DC ROD TNRU BAFFLE -ANGLE OF CCNMR ASSEHOq! PtAca "D RUpBER DAGkCO IVA$I/EQ OYER Ai7D END BELOW AAPPLC MULE AND. � �� rnry Vt'-NT ASSEMBLY INSERT ROD'TNRURAIN SM/CLD, PLACE SECOND WAS"CR oVCR ROD �' � CAP DELOW RAIN 6MIELD AND Cy�WMNUC ROD TNRU DAMPER 4 5ADDLD STRAP. PUSH WASEICR TO (JHDP-R.5IOE OF KAIN Sl/IELG RNCT9 OTCP 7- Po5JT1oH 9 SIDE PANELS A5 SHOWN AND ATTACH To bAFfLE.l. / NOTE: 007TOM HOLES .500U40 BE PA 5TCNe0 LAST. 97CP8- INSERT 2 B/RD SCREEN AMGLE5 a)- 9NAPP/NG, S1d7RT Lai LeJLIfEPX 9Ll[iE CHANNELS t- DAMPER BAFFLE # S1DE PANEL, (SEE OETA(L 3 STEP 9-IHSEA:T 2 CHD:CAPS INSIDE OP 5/OC PANELS AND PA5TGN TO SIDE. L'YG BOLT (OPT. ) PAHCLS, END ANGLE'S, DAMPER PATCIJCS, AND RAIN SUICLO ANGLrz. UISUDC BIRD SCQEEN ANGLCS ARL' UNDER'LIPS OPC14DCAP9. (SEE - LIFTER ARM GLU0J=p1J1 ^ LATCH DAR-OPCH COPE) DETAILS 5 Or.) SADDLE ' �DAMPEQ-CLOSCO STEP lo• ATTACM 2 . BIRD SCREEN OARS DY INyCRT/IKi UI10GQ TOP L/P OP EACU ENO STRAP ®� m CAP BUT OVL:R 4.uNDeR Li1Q0 SCRECH ANGLES, (SGC Demi. co PIVOT 1/a"CLCY/S PlN9 DRKT. STEP 11 -SEAL ENO OP RAIN SHIELD TO ENO CAP WIT" CXTGRIOR GRADC SEALANT 5PRING (HOT OYMETALLIC PROPLACTH UNLESS SPCCIPICO). (SEE DETAIL G) ,a�aawauna B4/OOK ¢ PULL (OP0 xinmaxxar STEP/2- INSERT DIRD SCREEN OVER CND CAP OETWECN S/OE PANEL AND D/RD bCRECH AHGLC, SLIDE LENGTN OP VONT AND /NSC/[T CNOS UNDex CND CAP OPERATOR: CTIAIiNCL' al TCW OP D/RD SCRfBN DARE APTERTR/MMING SCREEN. RIVef TNRU ENO CAP LATCu DAR -CLOSED CI4t1N ILLNOLe (OPE) , SCREEN AND LMR: (De TAIL a) TURN V --Nr 9o' ONTO SIDE. 9CAL SKLRr9 AJ10 DAMPER PATC9ES T ENO CAP. OPTIONAL SINGLE UNIT CHAIN 57CP 15 -SECURE CCNTEK GUIDE ROD W/TM I/4 -Al- NUT (OGTAR 2). INSTALL LJPffR OPCRATOR . 'INCLUC eS CMA/N, ARNS IN 9LIOC CNANNCLS WITM s/s'CLCKS P/N$ 4 PAL NU7p, ATTACJ[ LLPTCR HANDLE ¢ GATCN 012' WJTH , ' LG IS HS E PAL 3. - MARDWARC, , STEP 14-• AT461 OPERAMA CHAIN iL, TO LITTER ARMS W/TN ilk'CLCVJ5 P/N9 i PAL >... NUTS. amQRT CNA OP CNANNCL MAW& DIRECTION AS PIVOT DRACKCT9. 81CP139VCU.WAfNa700PCRAroTLCNAHHCLW?NcrCVr9P/N¢PALNUT. Metallic Products 'RIDGE VENT ✓' Corporation ASSEMBLY INSTRUCTIONS ATTACH OPPO$ITd ENO OP 9PR4/G 70 frUlDC IZioO WJTN 4 PAL NO% SP,v,!,r < o...... ri •" w,.RCY. 4.15.92 POILO CIIANNCL 111 DIRCCTIOH Or PIVOT DRACKCTO f0lt OPYN fi591TIOH. a�0e EOa Bhd Iloualon Tana 71019 1113160&662 89&6626 Vqp_ 2 NOV.1, -AS- if • . •ir it cr K x ni�-TAIL I UNDIST, GRQUN A ANCHOR BOLT PER MANE 1 PLANS ANCHOR BOLTS PER MANUFACTURER PLANS I-Kbtq-r E-teoATIO.N &L.0 r/i1711D1 J C.KEA� SIW11L�i�--No 3`'hca�1Q�:� .. ci.; 0ae Fr I / A ronin I l r) i i F- r -N moi, / DETAIL A cnpr"'-ove Ila h. d b0cal. PERIME .'ONTINUOUS 111U ;# DO COMpt and approved l4pq- mm PLUMSING oViECKED 16 06),2 to' DONZ UFjrC-:NT EVITION Sc,.'tAl LCMMMY ' AND Qr1c. <// FOUNDA T/ON PLAN rws PUST 6� Of Bubo ,c Works, Cour' of Puff hot :i 9 NOTF:—AR K4ofPrf'c:k ?,( Wo4',mawh4p Shot ro in mw t'l fl of a fc�, in th" ?7 - BUTTS COUN I I r MILDING DMIPAR!"MN APPROVED G'Cc) 7 FRDN-r L ARR Y SIMMONS 12 SHEET C A 0 (L 13 36' b 00V- MICHAEL MOONEY 5A MADRONE AVE CIVIL ENGINEER ORO VIL L E, CA. RCE 20647 95966 916=533-2131 ER, FOO NG Roul c. A-0 V5 I'D" V P, i r-( t 1— S� -� - � a � _�'�' r - - ... __ _`_ ___._ _._._ -__. �__ __ I ..._ � ..- _. .. �.._. r,=-... -r-----r—^-----�--_�___�._.__..._ ._ _.