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HomeMy WebLinkAbout065-190-088Steve Lamantia 1N--Deerwood Dr., of 480 Fir Haven Sub, galia Permit #2 - -77B,P,E(new single T„, `Ib Steve �q �' Lamantia • �� . Permit #1083-8 for #2968-77 (lst,2n_d & 3rd renewals; 065-!19''0-0-88 .r ,` Y 96-0986 B WING, Karen 6586; Ta11'Pines Drive; Magalia` (replace deck/siding) R.H Const f I Mim— lea, ,l 11 , J065-190-088 _� , . 03-2967 I PERMIT RENEWAL- - - WING, ROBERT,'' '' ,� , 6586 TALL PINES DR,'MAGALIA 4 , BP k Cont: OWNER. '�f,I, ;Date: } GARAGE (METAL 1 • i , h -0lo n BEExpires: 065-190-088 , `. °�� ... ; 04=3060 s •WING; ROBERT- '6586 TALL PINES DR, AIAG'ALIA'a a Cont: GREENE ROOFIN :�rr//•'' RENEWAI. 67 ; '� 03-29d ltti�tD' It cam► Ln � i� NOTES 4 065-190-08S ,� ), 2967 ,t WING, ROBERT - t' `6586 TALL PINES,DR,1 [AGALIA. t Cont: OWNER . PERMIT NO. , . GARAGE (METAL) — acra��i-Y. A.T BPR# Date:— BP Expires: SPECIAL CONDITIONS CHECKED BY,, ' SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 'JOB FIN AILED (Date) �v Signature ' .t i 065-190-08S ,� ), 2967 ,t WING, ROBERT - t' `6586 TALL PINES,DR,1 [AGALIA. t Cont: OWNER . PERMIT NO. , . GARAGE (METAL) — acra��i-Y. A.T BPR# Date:— BP Expires: SPECIAL CONDITIONS CHECKED BY,, ' SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER 'JOB FIN AILED (Date) �v Signature ' . � S» COUNTY OF BUTTE \/ BUILDING DIVISION /\ %DEPARTMENT OF DEVELOPMENT SERVICES �k 7County Center Driv�e-Ommm,CA•(53)5$741 > ® zw CORRECTION NOTICE Tai OWNER PERMS NO.zk / A routine inspection indicates that the following violations ¥ Butte County obase e¥ at .\ the above address and should be corrected. me_ call for re -inspection when correction of work is completed. If 9u have any questions pertaining to this m£# « need adm«a , explanation, please contact the Building Inspector as indicated bb* ƒ §' / % /le-. .� »% \ � / a .� .\ � � °•& d� : .� \ ote���`\ Ikper `\ \ REV40Z5 ' • Phone# z \ FOR RE -INSPECTION CALL 538-7636 OR 891-2834 : �... ,. �� ` - si., � .. ,• T ,•{,,r �,. ..•..I- - r is �. M � aur _. _ H�.+r�� ..� _ r� _ �t � `i�� � V f f }-.••'�. h,'"iy � �r•\,'.f; 065 190-U8S e` ,. 03=2967w �. IN , f,,-: , , 6586 TALL PINES DR MAGALIA s '' =e ? Cont OWNER '; f r GARAGE(METAL) � 1 1 r 1 1► 1 c6UNTY"OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Qrive • Oroville, California 95965 • Telephone (530) 538-7541ml Nb. 5 2P (Rev.l?Aa) a APPLICATION AND PERMIT vJ p ASSESSORPARCELNUMBER 065-190-088 ZONING RT—A/WP BUILDING PERMIT , OWNER I iIGs ROBERT TELEPHONE — SO. FT. OCC. BUILDING VALUATION 50 U 13 500.00 OWNERS MAIUNG ADDRESS 6586 T i CONTRACTOR'S NAME {U TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ 13 5W. 00 ARCHITECT OR ENGINEER LICENSE NO. ' Filing Fee $ �"'� 20.00 Permit Fee $ 153.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 99.45 BUILDING ADDRESS f E DR, MAGAT -TA Energy Plan Checking Fee $ PERMIT FEE $ 212.45 LOT NO. SUBDNSIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 1 5.00, TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑_ Describe Work: GARAGE (ICTAL) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE S i ELECTRICAL PERMIT Filing Fee 20.00 800V0 ' LESS Main Service 200A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. - License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: pal, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A T0,1000A 46.00 NEW CONST. DWELUNG OCCUP. SO OR ADDNS. ( a ACC. BLDS. 3•SQFT. 26.25 INpµp�lp, MULTI.OUTLET @7,50 TS POWER APPARATUS - a SINGLE 0 ' .ET CIR. 20 Q 1.00 Ex. Occup. OUTLET OR FIXTURES BAL p .so Ex. Occup. DU7EjE gL.ID°� 5.00 Temporary Service 23.00 Mobile Home Facilities + 20.00 Misc. Wiring 23.00 PERMIT FEE $ 46.25 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 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.) 0,*' 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 ode, I shall forthwith comply with those provisions. 1 X t �fr'- -S�- , %.tgte� Date Signature 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 hei ht 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 $ 318.70 HAZ. D. FEES IMP I FLOOQ CDF PARCEL I PD' HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do` work indicated above for which fees have been paid. By -4'' / Date / / PERMIT EXPIRES ON pg� ReceiptNo. ti %�l�-y..7U WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE BUILDING DIVISION -,'DEPARTMENT OF DEVELOPMENT 'SERVICE 411 Main Stretit - Chico, CA -,(530) 891-275 7 County Center Drive - Oroville, CA' -'(530) —53-8754'1--- CORRECTION NOTICE 03 - Z%,62 OWNER PERMIT NO. A routine inspection indicates that the following violations of butte county Ordinances exist at the above address and should be corrected. Please notice this office when correction of work is completed. ompleted. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. ,op-o,)OO (2 &A /3,v A W mr el Date Inspector REV 10/92 r ,; r.i�.� ...1: ..4-,��..+�;?�!�.'!S.� t� yni.i:-'i°4Y'�;_�.y �Ynf .�m�y V �1wC �'YJ�{���Y.Yw-Tr'q lii�(p!} r✓�ti��a�. ��_'{.'�.rf � ,�•,:.�t"'%;, ;.f � J• �4 - - ` i {)'1 'sib{ \�011Sk T� rJCI r�i�)•. ,4. •"�-. a,. �` w ` I {=.n{1\i"S DR:r I\'I.�V�`•.i :•[t�lg 7�. � I I X COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 .PERMIT, NO. (Rev. 12/96) APPLICATION AND.PERMIT 4 ASSESSOR PARCEL NUMBER ,C> 1/ 0 ZONI' BUILDINGPERMIT OWNER TELEPHONE i SO. Fr. OCC. BUILDING VALUATION OWNER'S MAILING ADDRESS^/ 7 l� � , r• I L �`1 CONTRACTOR'S NAME TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation b ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Permit Fee $ (J Plan Checking Fee $ BUILDINGADDRESS - � Energy Plan Checking Fee $ PERMIT FEE $ LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other ��5.l T; V SPECIFY Each Trap7.00 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 11) Describe Work: V P{�P(,UG ( 9I 9 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G w 1 920:00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 a00VOR LESS Main Service 200A 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, ( 9 ) and my license is in full force and effect.P License Class Lic. No. OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: IV I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. \ ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. DWELLIG OCUP. NC OR ADDNS. ( a ACC. S. SO- 3.5¢FT. OONST NGNRES1S @7.50 OWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FDRURES B20 @ 1.00 Ex. Occup. oUTUFIXETS R�Io.°E 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier 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 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. ^ , XT, r �.-.� t . G` "� Date i�/�'%,'� �% Signature of Applicant - ❑neOW r ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ a HAZ FD. FEES IMP I FLOOD I CDF PARCEL I PD HD ISSUE This permit is hereby issued under the applicable of the Butte County Code and/or Resolutions indicated above for which fees have been ' B Date t PERMIT EXPIRES ON 1,49 provisions to do work paid. /v to Receipt No.I. WHITE-D.D.S.-B.D. C NARY -ASS SSOR PINK -INSPECTOR GOLDENROD -APPLICANT J=OK 0 = Not OK . = NotReadyabte MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 1'. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L'ft. / P Nat. or./ /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 • Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas.and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals . 11. Verifv #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 - MISCELLANEOUS Date DEC S, COVERS, CARPORTS, GARAGE tans) OK except #'s VIZoning,R,equirements-Setbacks-ETsements ( 3. Footings; Soils -Size -Depth -Spacing -Connectors -Steel Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Con nectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors ectric 8. g,; Sills-Anchors-Studs-Rftrs-Trusses ing; Nailing -Veneer -Stucco -Mesh 1 of; Shthg-Roofing xt.; Steps -Doors -Landings 12. Braced Wall Panels t Date Z GW1oj Card B-1 Date Card B-1 Date ! jZ Card B-1 Date Card B-1 Date POOLS (PlansyOK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI. 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing c Date FRAMING (Continued) Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 89. 17. Water Htr.; Vent -Access -Combustion Air Baffle _ 18. Water Pipe; Test & Anchor -Nail Protection 50. 19. D.W.V.; Test Fittings & Anchor -Nail Protection Gas Test -Meters Tagged, Gas -Electric 20. Shower Pan; Test, First Floor -Tub Access Water & Sewer Connected -C/O to Grade -HD Approval 21. Test Tub & Shower, Second Floor -Tub Access Garage Fire Protection Framing -RC Channel 22. Gas Pipe; Sixe & Anchors 53. 23. Fire Sprinkler; Test Date 54. Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 24. Fixture & Transformer Clearance -Ins. Protection 57. 25. Elec. Receptacles Spacing -Lights & Switches at Doors 26. Size Boxes & No. of Conductors Stapled Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 27. Romex Installed Close to Edge of Studs & C.J. 59. 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI Shear Walls; Nailing -Bolts 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 61. 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral ❑ Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect Insulation -Walls -Ceilings 33. Equip. Clearances Panels-Motors-Mech. Equip. 63. 34. Clothes Closet Light -Shower Light -Spa Light Date 35. Smoke Detector Card B-1 Date Card B-1 Date Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Ext. Steps -Door & Sidelight Protection -Landings 36. A.C. Ducts Insulation & Support 65. Smoke Detector 37. Vent Fan, Exhaust above insulation 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 38. Condensate Drain & Overflow, Size & Grade 67. 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 43. Bearing Walls over Girders & Floor Nailing 44. Draft Stop in Walls (rat proof) 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 46. Headers & Beams -Size & Bearing c Date FRAMING (Continued) _ 47. Hangers -Post Caps -Anchors -Connectors Water Well, Disconnect, Electrical, Plumbing 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 89. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance Glass Protection 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles Gas Test -Meters Tagged, Gas -Electric 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions Water & Sewer Connected -C/O to Grade -HD Approval 52. Garage Fire Protection Framing -RC Channel 95. Address Posted 53. Property Line Firewall & Openings Date 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits Card B-1 Date Card B-1 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection Comments at Final: 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 59. Glazing Area -Glass Protection -Skylights -Plastic 60. Shear Walls; Nailing -Bolts 61. Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except N's 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Clearance Looked under Floor ❑ Yes 83. Following Instld./Drive ❑ Yes ❑ No/Walks ❑ Yes ❑ No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler 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: DATE: PERMIT #: ASSESSOR PARCE OWNER'S NAME: FEES (Amount and Purpose): BALANCE OF FEES: $ ADDITIONAL FEES: $ REVISED PLAN CHECK: $ SHERIFF FEE (commercial only): $ SRA: $ COPY FEES ($1 or more) $ DRAINAGE $ BASIN BC RESIDENTIAL IMPACT County Wide Chico Urban — El Medio North Chico Specific — $ WATER TENDER FEES $ BATTALION # FEMA $ SMTP $ OTHER RECEIPT NUMBER(S) . ' COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION r 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541 EIT No. (Rev. 12/96) APPLICATION AND PERMIT 04 � �Z� ASSESSOR PARCELNU BE$, _ f /�\ o Vt/ `J v(J IV1 _� o a Z NTNG w BUILDING PERMIT OWNER TELEPHONE SO. Ff, OCC. BUILDING VALUATION OWNERS b. I NG ADDRE S CONTRACTOR'S NAME TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDERS 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 r Energy Plan Checking Fee $ $ PERMIT FEE S LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Feel 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other svECIFv Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each aas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other XI Describe Work:V'2�12-W9 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W @20.00 PERMIT FEE S ELECTRICAL PERMIT Fling Fee 20.00 OR LESS Main Service 200AORlESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P 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 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SO OR ADDNS. ( a , gLpS. 3.5QFT: NON-REES. ID. MULTI -OUTLET 97.50 OWER APPARATUS 8 SINOLE OIJTLEr CIR. Ex. OCCU OUTLET OR FIXTURES BAS @';50 Ex. Occup. GURETS PLS1F11MD OEA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE $ MECHANICAL PERMIT Fling Fee 20.00 Heating —Cooling Hood 6.50 Ventilation PERMIT FEt $ 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.) Er"'I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. Xz+G✓L-7� Date / O Signature of Applicant - ❑ 15wner ❑ Contractor ❑ Agerft An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. I D. FEES IMP I FLOOD I COF PAhCEL PD HD ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicate4 above for which fees Dave been paid. y� a B Date V PERMIT EXPIRES ON efe Receipt No. ZAP WHITE-D.D.S.-B.D.CANARY-ASS S OR PINK -INSPECTOR GOLDENROD -APPLICANT O.B.- I Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your . signature. Please. complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 92. I personally plan to provide the major labor and materials for construction of the roposed property improvement: YES" NO[I HAVE[pwl HAVE NOT[ ] signed an application for a building permit for the proposed work. 3. I have contracted with the following person (firm) to provide the nronosed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S I.ICEI�TSE NO. 4. I plan to provide portions of this work, but I have hired ' the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5.. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK PROPERTY SJD-CJLALSECURIIYNUMER: DATE: OTE: This owner -Builder Verification is required by Section 19831 and 19832 of the California Health and Safety Code. This verification must be completed and returned to our office before we are permitted to issue the permit. May 1995 2.26 Dear Property Owner. An application for a building permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner -builder" you are the responsible party of record on such a permit. Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself; you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: , 0 If you employ or otherwise engage any persons other than your immediate family, and the work (including materials and other costs) is $300 or more for -the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. 0 If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. 0 There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to worker's compensation insurance. 0 For more specific information about your obligations under Federal Law, contract the Internal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and the Division of Industrial Accidents. If the structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "ownerbuilder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Building permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete the "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned Vie* C.B.O. Building Inspection NOTE: This Owner -Builder Information is required by Section 19830 of the California Health and Safety Code. May 1995 2.27 CbUNTY'OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISIOdt- 7 County Center Drive*_Oroville, California 95965 • Telephone (530) 538-75411 NO7, (Rev. 12/96) AP PLICATION AND PERMIT ASSESSOR PARCEL NUMBER 065-190-088 ZONING BUILDING PERMIT OWNER WING ROBERT TELEDHONE - SQ. FT. OCC. BUILDING VALUATION 750 U 13 500.00 . OWNERS MAILING ADDRESS 6586 TALL PINES DR, MAGAT-TA 99994 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation 1 $ 13 500.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ 153.00 ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ 99.45 BUILDING ADDRESS Energy Plan Checking Fee $ PERMIT FEE S 272.45 LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 1 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: GARAGE (=AL) Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G I W 920.00 PERMIT FEE $ ELECTRICAL PERMIT Fling Fee 20.00 Main Service wOV OR LESS ZOO" OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect.P License Class Lic. NO. -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: W"'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 200A TO 1000A 46.00NEW CONST. DWEwNG OCCUP. SO ORADDNS. ( s Acc. S.3.50n 26.25 NEW CONST, MULTI.OUTLET NOWRESID. CIRCUITS @7.50 OWER APPARATUS S SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL @ .50 OWNER Ex. Occup. OFUX�e .=.)FRA 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wirina 23.00 PERMIT FEE S 46.25 MECHANICAL PERMIT Fling 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.) V'*_I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. rof X . �� Date �� — 03 Signature of Applicant - ❑ Own ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in hei ht. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ Lk CONST. TYPE TOTAL FEE $ 318.70 HAZ. D. FEES IMP DO cDF- V/ p"RCEL PO HD ISSUE This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated bove for which fees have been paid. y O �� B D to Pf PERMIT EXPIRES ON 10 o De Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT E.H. US r' .:E Piot Ren Attach. faoa Rmn�Anach 3 — Z967 sant to B.D. TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance .C,a's Owner Location AP# Plan Approved for: Sawa a Dis osal Water Supply: Public Private Well Clearance for dwe'ng. Other . ,K i Hold final for: Final clearance O.K. for: NOTE: 8/96 R.F J. ?-'...'`. .ti/./' i}�., ^ IJ... ';r'y • ..rv..,. T vi v . �" . .. .i .. 1'Y.'.'."Tr'"'-.'^ .N . Y' . "rt' r r -'- �.v�.. Tfv`. 1.j 4w. .y . .r +�. �.. t r ._ w. :} R. , - j COUNTY OF BUTTE -DEPARTMENT OF DEVELOP M -BU RIWIDiVISION 7 County Center Drive, Oroville, CA 95965 Phone (5 )538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET C <OWNEiZr ✓' [� ASSESSOR PARCEL NUMBER Prop sed Building Use: //j Counter Technician: , Date: required ' der to apply for a permit. All ces MUST be checked OR marked NA in order to apply. 1. Site plank, r 4 sets, signed by the preparer of the plans. ` �2. Complete plans, 3 or 4 sets, signed by the preparer of the %2:s�of 3. Engineered pla 33 , 4 sets, with wet signature on plans stamped and signed calculations. ❑ 4. ngineered truss details and layouts in duplicate. No faxes! ❑ 5. Energy compliance design and supporting documentation in duplicate. Manufact ,ed -ho es: (A) Data is nd installation inst, (B) Marrriiag line i fo, (C) Floor Plan ( Tie)own or fnd plans, all in duplicate. 7. Metal bl s:?Aetal Bldg Plan , d plans and calcs in triplicate vations in triplicIt (jYFfoor plans in triplicate. All of these must be stam eddasi ned b the en eer. Items required for initial plan review. If checked items have not been received, plan review cannot proceed. The permit will be indexed and returned to the plan review line-up when required items are received. Date Received By ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate ................................ 9. Site plan and business license approval from the City of Biggs .................................... Letter of intent for non-residential buildings......................................................... 11. Detached Accessory Building Form filled out by the owner ..................................... O 12. Hazardous Material Form............................................................................... - ❑ 13. Fire Sprinklers............................................................................................ ❑ 14. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 15. Other s Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) 0 16.=fees as shown on the attached Schedule of Fees Due Sheet ....................................... t'21 Statement of Intent for Non -heated and A/C Buildings .................................... .... . Sanitation and site plan approval from the Environmental Health Department in-0� -Q �j� City of Chico Plumbing permit ................................................................. California Department of Forestry plan approval-t� paid. Sent by: �X- .,(p-.(0, -,O 3 Planning approval for (A) Use: �-"- (B)Parking: (C) Parcel Check: 10-10-e3 ❑ 22. Contact Land Development about ❑ Improvements, ❑ Drainage......... ............... ...... ❑ 23. NPDES Form ................................................... ............... .....`........ ............. , ❑ 24. Encroachment Permit for driveway from the Public Works Dept ........:......................... ❑ 25. Pre -Inspection for required ................ ❑ 26. Contractor's license information. (Number, Name Style, Classification) ...................... ❑ 27. Worker's Compensation Carrier and Policy Number ............................................. ❑ 28. Owner -Builder Verification (❑ Given to owner, ❑ Mailed to owner) ..................... t ❑ 29. Letter of Signature authorization.................................................................... ❑ 30. Recorded copy of Agricultural Acknowledgment Statement ....................... *....... ...... ❑ 31. Manufactured home utility clearance..............................................................._ ❑ 32. Existing violations and/or expired permits.......................................................... ❑ S3. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 34. Other: When issued Telephone and hold for pickup. I have been informed of the. above items and requirements for obtaining,a building permit. Applicant - _0�J--Date: '77-Z 15-0 :�s 1. Index permit application for the above items numbere Plan Check Letter 2. Additional items required Contractor, designr, own as advised of the above data by phone, ❑ mail, ❑ counter, by ![Date: J D ��-S Contractor, design owner, was advised of the ove data by E3 phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: V" Dater - (0- Q5_ Plans approved by: -Date: Structural reviewed by: Date: Structural approved by: Date: 03 Note transfer by: Date: Yellow: Building Division O.B.- I OWNER -BUILDER VERIFICATION Attention Property Owner: An "owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid unnecessary delay in processing and issuing your building permit. No building permit' will be issued until this verification is received. 1. personally plan to provide the major labor and materials for construction of the proposed roperly. imp 'vement : YES W5 NOD . 2. HAVE j�HAVE NOT 13 signed an application for a building permit for the proposed work. I have contracted with the following person (firm) to provide the proposed construction: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 4. I plan to provide portions of this work, but I have hired the following person to coordinate, supervise, and provide the major work: NAME: ADDRESS: CITY: PHONE: CONTRACTOR'S LICENSE NO. 5. I will provide some of the work but I have contracted (hired) the following persons to provide the work indicated: NAME ADDRESS PHONE TYPE OF WORK r NOTE. This Owner Builder Ver fWation is required by Section 19831 and 19832 of the California Health and Safety Coda This ver�kation must be completed and returned to our office before we are permitted to issue the pegnii. OVER OWNER BUEDER INFORMATION Dear Property Owner. An application for a binding permit has been submitted in your name listing yourself as the builder of property improvements specified. For your protection, you should be aware that as "owner builder" you are the responsible party of record on such a permit Building permits are not required to be signed by property owners unless they are personally performing their own work. If your work is being performed by someone other than yourself you may protect yourself from possible liability if that person applies for the proper permit in his or her name. Contractors are required by law to be licensed and bonded by the State of California and to have a business license from the city or county. They are also required by law to put their license number on all permits for which they apply. If you plan to do your own work, with the exception of various trades that you plan to subcontract, you should be aware of the following information for your benefit and protection: ♦ If you employ or otherwise engage any persons other than your immediate family, and the work (Including materials and other costs) is $300 or more for the entire project, and such persons are not licensed as contractors or subcontractors, then you may be an employer. ♦ If you are an employer, you must register with the State and Federal Governments as an employer and you are subject to several obligations including state and federal income tax withholding, federal social security taxes, workers compensation insurance, disability insurance costs, and unemployment compensation contributions. ♦ There may be financial risks for you if you do not carry out these obligations, and these risks are especially serious with respect to woui ees compensation insurance. ♦ For more specific information about your obligations under Federal Law, contract the btemal Revenue Service (and, if you wish, the U.S. Small Business Administration). For more specific information about your obligations under State Law, contact the Department of Benefit Payments and time Division of Industrial Accidents. If tine structure is intended for sale, property owners who are not licensed contractors are allowed to perform their work personally or through their own employees, without a licensed contractor or subcontractor, only under limited conditions. A frequent practice of unlicensed persons professing to be contractors is to secure an "owner builder" building permit, erroneously implying that the property owner is providing his or her own labor and material personally. Budding permits are not required to be signed by property owners unless they are performing their own work personally. Information about licensed contractors may be obtained by contracting the Contractors State License Board in your community or at 1020 N Street, Sacramento, CA. 95814. Please complete time "Owner Builder Verification" on the reverse side of this form so that we can confirm that you are aware of these matters. The building permit will not be issued until the verification is returned ,�' 4 a a IViic 1 C. Vi iia, C.B..O. er, Building Inspection NOTE: This Owner -Builder information is required by Section 19830 of the California Health and Safety Code. OVER . COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION ?%' ' 7 County Center Drive s Oroville, California 95965 • Telephone (530) 538-7541 /� ?ERW "09f. f LO (Rev.12/es) APPLICATION AND PERMIT (� ✓j / ASSPSSORPARCt3 NUMB ER �.T� L./ — / O ,r� l/ OM%G A lv� BUILDINGPERMIT 1. OWNER ��.WN- COMPACTORSMAILING ADDRESS CONST. TYPE TOT L FEE I ' ICONSTRUCTION LENDER MAZ r� I D. FEES I P CDF CEL MD SSU Fireplace —` LENDERS MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER - LICENSE NO. Flirt Fee '$ 20.00 Permit Fee $ c�J ARd4TECT OR ENGINEERS MAUNG ADDRESS Plan CheckingFee $ BUILDING ADDRESS / Energy Plan Checking Fee $ / $ ' F1 P }-I A'VAO S v 2, PERMIT FEE $'7,-7 LOTNO, SUBDNISIONSNAME li � D 2i 3� ° PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 -'31 Each Trap 7.00 USEOFSTRUCTURE Solar or heat pump water heater 23.00 SF ❑ Duplex ❑ Mobilehome ❑ Other Water piping 15.00 --15.00 SAIF`' Each gas water heater or vent TYPE OF WORK Gas piping stem outlets 15.00 New ❑ Addition ❑ Remodel ❑ Mes ❑ nllton --� Buldin r 15.00 AV Mobile Home @20.00 Describe Work: / PERMIT FEE S 2�JU'MU TO 7 5 ELECTRICAL PERMIT OOOv OR IESS Filing Fee 20.00 Main Service .VA OR LESS 23.00 �% Main Service 200A To T000A CONST. DwEu�JG DCS. CNS. 46.00 OR BIDS. OR a 3.5017: / V ACC. NON-RNON' AMCH CUU @7.50 FEE PAID $ ��RAPPArL.T�T� a SPIGLE P'PARA CIR .PERMIT EX. Occup. OUTLET OR FDRURES 20 @ I. BAL @ .50 Ex. Occup.LT�Ts FSID )EA. 5.00 SRA$ �� Temporary Service 23.00 Mobile Home Facilities 1 20.00 Misc. Wiring 23.00 SHERIFF $ PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 OTHER $ Heating Conlin Hood 6.50 $ ventilation AMOUNT RECEIVED $ A DATE RECEIVED`-� RECEIPT # O PERMIT FEt $ Mobile Home Installation Fee $ Fnarnv Inspection Fee $ �7 OCC CONST. TYPE TOT L FEE I ' MAZ r� I D. FEES I P CDF CEL MD SSU This permit is hereby issued }cinder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid, By Date PERMIT EXPIRES ON ere if PROJECT PROCESSING RECORD Applicant: p IN ✓L Owner: A.P. #:rU iQ S'� — d - D Permit Work Description: Date Description of Step or Status �n OLv f CALCULATIONS FOR: ROBERT WING MODEL: P25-13 22 GA LOCATION: MAGALIA, CA DATE: September 18, 2003 BUTTS COUNTY . BUILDING DEPARTMENT CODE: APPROVED 1 101i41o�� _. 997 UBC & 2001 CBC A. PREPARED BY: No. 382 JAMES LICHTY, A.I.A. �EX�. V 0-03 MASLAN & LICHTY ASSOC KANSAS CITY, MISSOURI �� �Forelc \�0�� ko" CALCULATION FOR: P 25 X 13 22 GA. STEEL: Fy = 50 KSI PANEL WIDTH= 2' GAGE = 22 J -PANELS & VERTICALS 22 ROOF PANELS APPLIED LOADS: DEAD LOAD = SELF WEIGHT LIVE LOAD = 41 PSF WIND LOAD = 143 MPH EXP. C LOADS TO STRUCTURE: DEAD LOAD = SELF WEIGHT LIVE LOAD = 2'-0" * LL=:::€::$2::::: PSF WIND LOAD = qs*Ce*Cq*I qs= 0.00256*(WIND SPEED)^2*(h/33)^(2/7) Cq= 1.06 Ce= 0.8 WINDWARD 1= 1 0.7 UPLIFT L= WIDTH OF PANEL - 0.5 LEEWARD qs Ce Cq I L (PSF) (FT) ................................. WINDWARD = 40.12 * .8 * 1.06 * 1 * 2 = :::$:.Qd:::: PLF .:............... UPLIFT = 40.12 * .7 * 1.06 * 1 * 2 = ................................. ::59<53? PLF ................................. LEEWARD = 40.12 * 5 * 1.06 * 1 * 2 = ................ :::::::::42:52:::::::: PLF ................ LOAD COMBINATIONS: 1. DL + LL 2. DL + WL 3. DL + LL + WL/2 4. DL + LL/2 + WL 5. DL + UNBALANCED 6. DL + UNBALANCED + WL/2 7. DL + UNBALANCED/2 + WL REACTIONS: VERTICAL = 0.994 KIPS DOWNWARD VERTICAL = 0.702 KIPS UPLIFT HORIZONTAL = 0.739 KIPS INWARD CALCULATION FOR: P ' 25 X 13 ANALYSIS OF RESULTS: CHECK STRESS: MEMBER # 4 HAS THE HIGHEST STRESS BASED ON THE COMPUTER PRINTOUT. TOP NORMAL STRESS = 20447 PSI ALLOWABLE STRESS = 30000 PSI =.6*50,000 CHECK AXIAL FORCE AND BENDING: MEMBER # 5 HAS THE GREATEST LOAD BASED ON THE COMPUTER PRINTOUT. AXIAL LOAD = 1.038 KIPS BENDING MOMENT = . 2.3 FT -KIPS fa= AXIAL = 1.038 = 1.03 KSI AREA 1.0098 fb= BENDING*12 = 27.6 = 18.74 KSI Sx 1.4728 fa + fb = 19.7677 = 0.65892 < 1.0 0.6*Fy 30 CHECK DEFLECTION: JOINT # 33 HAS THE GREATEST DEFLECTION BASED ON THE COMPUTER PRINTOUT. 0 = 0.87 in. ALLOWABLE 0 = 2 in. CHECK SEISMIC: ASSUME ZONE 4 Na=1.0 Ca= 0.44* Na V = (3.0*Ca *W) / R V= (3.0*0.44*W)/7.0 V = 0.1886*W V= 187 # < W = 994 # 22 GA. 739 # THEREFORE, WINDGOVERNS 50 Ce7.N OK CALCULATION FOR: P 25 X 13 22 GA. FOUNDATION DESIGN: ASSUME SOIL BEARING CAPACITY OF 1,000 PSI. VERTICAL LOAD = 994 # PER SECTION SECTION WIDTH = 2 FT THEREFORE, LOAD TO THE FOOTING IS = FOOTING WIDTH = 22 in. SOIL BEARING PRESSURE = 497 = WEIGHT OF FOOTING AND SLAB = 327 +150 UPLIFT = 702 351 PLF < 2 497 PLF 271 PSF < 1900 PSF OK 477 PLF 477 PLF OK Py5x,3 ZyG-A. SD.FN T .0 1- r oAO G A5 E : OG t WL 70 z,/z X. 75--:7 ZCO`t PGG ' 7.3%,,Iz X. 7S ; 277PLF � P, icy PAF 71 p4q� P1 ; 67 ALF 3 Z 7 ALF 1�•S" L 9. S- 4, GAPf>'GzT y OF # G T765 rN 8"x7" CoivtRfTE- pF = fr-2�s7000 moo) /Y.z '71 <3) 3 + Z. f Cl.oxlzXzofZ 5-8.3 xrPs/iz x 8') 3, 6 K L F <caP- c, f y) Z 77 FLF GH EEK UPL.T F T Z64 PSF :5L 3Z 7 ps F SDK NO OVER 7 d• = 3Z7- Z64 _ 3� p5 rF G 1 000 A5 0 1, $33 05 E PoorFNG- s 5HOWAI ABOV& w/ 06 * r-5 Tm6h5oo I 9;"K7" of G01VcA16T OR ,;,,v 1y" S4-A,Q ,; EE s�EEr of Z FoQ D� rAsGS (S�Trorvs A -A �-B -8� rN4-- Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** SUPPORT REACTIONS *** joad Case Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Case (kips) (kips) (K -ft) 1 1 .017 .073 0.000 2 .357 .921 0.000 3 -.756 -.775 0.000 4 .173 .240 0.000 17 1 -.017 .073 0.000 2 -.357 .921 0.000 3 -.150 -.577 0.000 4 -.173 .662 0.000 ,oad Combination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips). (kips) (K -ft) 1 1 .373 .994 0.000 2 -.554 -.527 0.000 3 -.421 -.182 0.000 4 -.003 .455 0.000 5 . 19.0 .313 0.000 6 -.141 -.056 0.000 _7 -.489 -.437 0.000 17 1 -.373 .994 0.000 2 -.125 -.378 0.000 3 -.259 -.033 0.000 4 -.336 .529 0.000 5 -.190 .735 0.000 6 -.199 .335 0.000 7 -.190 -.130 0.000 Notes: L. Positive X -reactions act in the positive global X direction. 2. Positive Y -reactions act in the positive global Y direction. 3. Positive Z -reactions act counter -clockwise. --%ME Linear Elastic analysis results Str No. 22 IE5 10 Apr 97 09:25 am Page 1 PL.5-/3 ZZ- 6-A ND w.09 c-L,o rst� LA/ le 3 SPH -?(P L FT wr,vOwf}Rp = (4r01/2)c"/.06) (/.o)�Z,0)(8� � 9,0 It Po F HC'T,f-H r o p Rip,4i2 u Ai L. _ 131- S Yz '' GJ. Gd•a` PcF V� �-� 4, f- /3.`r5r�33 5- 7, z 2- /�'1:S83— Z 8 8 - o . f7zg xsx .068 x /?.�s834 = ,4it:r✓ 9 000) 3, 9y2) �O 2.tr.p USS ZZ GA - V; tl-57 Ss �u s F 3 - /,� 4 � B o 6, 7- 6& A307 foo rs /0 K s r .r Fr zo,o �s P Fu 3 BOGrSIR19NEL Nl 3,069704 ft 'Scale 1"_ 0 L 2 3 4 , 5 6 M1 5 PZ5-- )3 CALCULATIONS FOR: THICKNESS = 0.0336 in. Ln 1 1/2" N 22 GAGE PANEL 24 1/2" 3/4" L -7 1/2" L i 3/4" le ,hl 1/2" ELEMENT = A' X = NUMBER WIDTH DEPTH AREA X A "X A "X^ 2 Io 14.5175 in. in. in.^2 in. in.^3 in.^4 1n.^4 1 7.5 0.0336 0.2520 0.0168 0.00423 0.0000711245 0.0000237082 2 0.75 0.0336 0.0504 7.1082 0.35825 2.5465359649 0.0000047416 2 10.5275 0.0336 0.7074 3.5625 2.52028 8.9785099688 2.9928368500 -- vkj i .uuao L.00zo 1 l .51450 f9 2.9930 X = A' X = 2.8545 in. AREA Ix = A • X^2 + to = 14.5175 in^4 I = Ix - A " x^2 = 6.289 in^4 S1 = I = 1.4728 in^3 4.2704 S2 = 1 = 2.2032 in^3 2.8546 CALCULATIONS FOR: THICKNESS = 0.0336 - in. 3.4632" 3.1082" iA1 n:► O.OI� O.O" 22 GAUGE ENDWALL PANEL ENDWALL PANEL SECTION 22 6A THICKNE55= .0336 in ELEMENT 1.8009 MEMBER I NUMBER WIDTH (b) DEPTH AREA Y A • Y A • YA2 Io inA4 (#) in. in. (in A2) (in.) (in.A3) (in.A4) in.A4 1 2 0.75 0.0336 0.0504 3.1082 0.15665 0.4869097249 0.0000023708 2 2 2 0.0336 0.1344 3.4832 0.46814 1.6306324931 0.0000126444 3 2 6.5 0.0336 0.4368 1.7500 0.76440 1.3377000000 0.0000410941 4 ci inn 1 4.5 0.03360.1512 --...-- 0.0168 0.00254 0.0000426747 2.9928368500 Yb Ix I S1 S2 = A • Y = 1.8009 in. AREA = A* YA2 + to = 6.4482 inA4 = Ix - A • YbA2 = 3.942 inA4 I = 2.3199 inA3 3.5 - Yb 1 = 2.1888 inA3 1.8009 1.0a i 1 4bos 2.9929 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** INITIALIZING DATA *** Job Description: DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C Frame Description: P25-13 22 GA. Structure Parameters Analysis Options Members ........... 36 Linear Elastic Analysis Joints ............ 37 Imperial Units Springs ........... 0 Bandwidth Optimization Sections 3 Load Case 1 specified as self -weight Materials ......... 1 Load Cases ........ 4 Load Combinations . 7 User Name: HFRAME5 Stephen P. Maslan & Co. 8011 Paseo suite 201 Kansas City, Mo. 64131 P -FRAME 1.06 (c) Copyright 1982 - 1990 Softek Services Ltd. Head Office: 2034 West 12th Avenue, Suite 2 Vancouver,.B.C. V6J 2G2 Canada Phone: (604)732-3763 Fax: (604)732-8467 Softek assumes no responsibility for the accuracy, validity or applicability of the results of P -FRAME. q" `RE Linear Elastic analysis results Str No. 22 .,OR E5 10 Apr 97 09:25 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** JOINT DATA *** Joint X - coord. Y - coord. X - Degree Y - Degree Z -.Degree Vumber (feet) (feet) of Freedom of Freedom of Freedom 1 0 0 0 0 1 2 0 2 1 1 1 3 0 4 1 1 1 4 0 5.417 1 1 1 5 1 8.1563 l 1 1 6 2 9.1979 7 3 9.8333 1 1 1 8 4 10.2083 1 1 1 9 5 10.5729 1 l 1 10 6 10.9479 1 1 1 11 7 11.3125 1 1 1 12 8 11.6771 1 1 1 13 9 12.0417 1 1 1 14 10 12.4063 1 1 1 15 11 .12.7396 1 1 1 16 12 12.8646 1 1 1 17 24.4583 0 0 0 1 18 24.4583 2 1 1 1 19 24.4583 4 1 1 1 20 24.4583. 5 1 1 1 21 23.4583 8.1563 22.4583 9..1979 1 1 1 2-- 21.4583 9.8333 1 1 1 24 20.4583 10.2083 1 1 1 25 19.4583 10.5729 1 1 1 26 18.4583 10.9479 1 1 1 27 17.4583 11.3125 1 1 1 28 16.4583 11.6771 1 1 1 29 15.4583 12.0417 1 1 1 30 14.4583 12.4063 1 1 1 31 13.4583 12.7396 1 1 1 32 12.2292 12.875 1 1 1 33 .4034 7.2052 1 1 1 34 .041 6.2929 1 1 1 35 24.0549 7.2052 1 1 1 36 24.4173 6.2929 1 1 1 37 12.4583 12.8646 1 1 1 ote: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' r '.SIE Linear Elastic analysis results .E5 Page 2 Str No. 22 10. Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** SECTION PROPERTY DATA *** Sec X -sectional Mom. Inertia Shear Area Section Mod Plastic Moment To. Area ( in2 ) ( in4 ) ( in2 ) ( in3 ) Capacity (K -ft) 1 1.0098 6.289 1.0098 1.4728 0 2 1.1902 7.4049 1.1902 1.734 0 3 1.5528 9.63198 1.5508 2.2565 0 ;ec. Database To. Code Name 1 22 gage 2 20 gage 3 18 gage Totes: Non -zero Cross-sectional Area and Moment of Inertia are mandatory. For non -zero Shear Area, shear stresses are calculated.' For non -zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). For non -zero Elastic Section Modulus (S), stresses are calculated. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. *** MATERIAL PROPERTY DATA *** Aterial Youngmod Shearmod Density Coeff Exp Fy Yield "umber (ksi) (ksi) (K/ft3) (/F*1.E-6) (ksi) 1 29000 12000 .5 6.5 50 otes: Elastic Modulus (Young's Modulus) is mandatory. For non -zero Shear Modulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only) Non -zero density is required if self -weight is specified and member weight is to be considered (linear elastic and plastic analysis). Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis). Non -zero Yield Stress is"mandatory for plastic analysis. 1E Linear Elastic analysis results v2u, -25 Page 3 Str No: 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** MEMBER CONNECTIVITY DATA *** lember Lower Greater Section Material Lower Greater Attribute Length lumber Joint Joint Number Number End Type End Type Type (ft) 1 1 2 1 1 1 1 1 2. 2 2 3 1 1 1 1 1 2. 3 3 4 1 1 1 1 1 1.417 4 4 34 1 1 1 1 1 .8769 5 33 34 1 1 1 1 1 .9816 6 5 33 1 1 1 1 1 1.1227 7 5 6 1 1 1 1 1 1.4439 8 6 7 1 1 1 1 1 1.1848 9 7 8 1 1 1 1 1 1.0680 10 8 9 1 1 1 1 1 1.0644 11 9 10 1 1 1 1 1 1.0680 12 10 11 1 1 1 1 1 1.0644 13 11 12 1 1 1 1 1 1.0644 14 12 13 1 1 1 1 1 1.0644 15 13 14 1 1 1 1 1 1.0644 16 14 15 1 1 1 1 1 1.0541 17 15 16 1 1 1 1 1 1.0078 18 16 32 1 1 1 1 1 .2294 19 32 37 1 1 1 1 1 .2293 20 31 37 1 1 1 1 1 1.0078 30 31 1 1 1 1 1 1.0541 29 30 1 1 1 1 1 1.0644 23 28 29 1 1 1 1 1 1.0644 24 27 28 1 1 1 1 1 1.0644 25 26 27 1 1 1 1 1 1.0644 26 25 26 1 1 1 1 1 1.0680 27 24 25 1 1 1 1 1 1.0644 .28 23 24 1 1 1 1 1 1.0680 29 22 23 1 1 1 1 1 1.1848 30 21 22 1 1 1 1 1 1.4439 31 21 35 1 1 1 1 1 1.1227 32 35 36 1 1 1 1 1 .9816 33 20 36 1 1 1 1 1 1.2935 34 19 20 1 1 1 1 1 1. 35 18 19 1 1 1 1 1 2. 36 17 18 1 1 1 1 1 2. Dotes: L. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection). ?. Attribute Type 0 indicates that the member has been deleted. SME Linear Elastic analysis results ..r'RAME5 Page 4 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** LOAD INITIALIZING DATA *** Load # loaded # support # loaded describe ;ase joints settlemnts members load case 1 0 0 0 SELF WEIGHT 2 0 0 24 LIVE LOAD 3 0 0 36 WIND LOAD 4 0 0 11 SNOW DRIFT tote: Load Case 1 specified as self -weight. Joint and Member load data for Load Case 1 is ignored. Self -weight is automatically calulated. *** MEMBER LOAD DATA *** .oad case 2 - member distributed loads .ec Mem Sloped UDL Prod. UDL Local UDL To. No. K/ft slope K/ft horiz k/ft perp 1 7 0 -.082 0 2 8 0 -.082 0 3 9 0 -.082 0 4 10 0 -.082 0 .l 0 _ -.082 0 0 12 0 -.082 0 7 13 0 -.082 0 8 14 0 -.082 0 9 15 0 -.082 0 10 16 0 -.082 0 11 17 0 -.082 0 12 18 0 -.082 0 13 19 0 -.082 0 14 20 0 -.082 0 15 21 0 -.082 0 16 22 0 -.082 0 17 23 0 -.082 0 18 24 0 -.082 0 19 25 0 -.082 0 20 26 0 -.082 0 21 27 0 -.082 0 22 28 0 -.082 0 23 29 0 -.082 0 24 30 0 -.082 0 oad case 3 - member distributed loads .ec Mem Sloped UDL Prod. UDL Loca UDL .o. No. K/ft slope K/ft horiz k/ft perp 1 8 0 0 .061 2 9 0 0 .061 4E Linear Elastic analysis results _ R1-_ .25 Page 5 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Local UDL Triangular Thermal K/ft parll K/ft @ GJ Change (F) 0 0 0 0 0 0 Str.No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. Load case 3 - member distributed loads Zec Mem Sloped'UDL Prod. UDL Local UDL Local UDL Triangular Thermal Jo. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 3 10 0 0 .061 0 0 0 4 11 0 0 .061 0 0 0 5 12 0 0 .061 0 0 0 6 13 0 0 .061 0 0 0 7 14 0 0 .061 0 0 0 8 15 0 0 .061 0 0 0 9 16 0 0 .061 0 0 0 10 17 0 0 .061 0 0 0 11 18 0 0 .061 0 0 0 12 19 0 0 .061 0 0 0 13 20 0 0 -.061 0 0 0 14 21 0 0 -.061 0 0 0 15 22 0 0 -.061 0 0 0 16 23 0 0 -.061 0 0 0 17 24 0 0 -.061 0 0 0 18 25 0 0 -.061 0 0 0 19 26 0 0 -.061 0 0 0 20 27 0 0 -.061 0 0 0 21 28 0 0 -.061. 0 0 0 22 29 0 0 -.061 0 0 0 23 7 0 0 .069 0 0 0 24 6 0 0 .069 0 0 0 5 0 - 0 .069 0 0 0 0 4 0 0 -.069 0 0 0 27 3 0 0 -.069 0 0 0 28 2 0 0 -.069 0 0 0 29 1 0 0 -.069 0 0 0 30 36 0 0 -.0431 0 0 0 31 35 0 0 -.0431 0 0 0 32 34 0 0 -.0431 0 0 0 33 33 0 0 -.0431 0 0 0 34 32 0 0 .0431 0 0 0 35 30 0 0 -.061 0 0 0 36 31 0 0 ..0431 0 0 0 Load case 4 - member distributed loads Zec Mem Sloped UDL Prod. UDL --Local UDL Local UDL Triangular Thermal Jo. No. K/ft slope K/ft horiz . k/ft perp K/ft parll K/ft @ GJ Change (F) 1 20 0 -.082 0 0 0 0 2 21 0 -.082 0 0 0 .0 3 22 0 -.082 0 0 0 0 4 23 0 -.082 0 0 0 0 5 24 0 -.082 0 0 0 0 6 25 0 -.082 0 0 0 0 7 26 0 -.082. 0 0 0 0 8 27 0 -.082 0 0 0 0 9 28 0 -.082 0 0 0 0 10 29 0 -.082 0 0 0 0 ME Linear Elastic analysis results Str No. 22 uKE5 10 Apr 97 09:25 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. _oad case 4 - member distributed loads :ec Mem Sloped UDL Prod. UDL Local UDL Local UDL Triangular Thermal To. No. K/ft slope *K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 11 30 0 -.082 0 0 0 0 Totes: i) For Fully Distributed loads and Point Loads: - Sloped UDL, Projected UDL & Point Lds act in the global coordinate system. - Local Perpendicular, Local Parallel, Triangular Loads act in the local member coordinate system. - Triangular Loads are 0 at the lower joint with the magnitude specified at the greater joint. 3) For Partial load orientation: 1 = Global X projected ld, 2 = Global Y projected ld, 3 = Global X lateral ld 4 = Global Y gravity ld, 5 = Local y Perp ld, 6 = local x tangential ld --------------------------------------------------------------------=---------- *** LOAD COMBINATION DATA *** ,oad Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb 'omb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 1 1 2 1 2 1 .75 3 .75 1 .75_. 2 .375 3 .75 1 .75 2 .75 3 .375 5 1 1 4 1 6 1 .75 3 .375 4 .75 7 1 .75 3 .75• 4 .375 - ,RAME Linear Elastic analysis results Page 7 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** JOINT DISPLACEMENTS *** Ijoad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 1 1 0.00000 0.00000 .00622 2 0.00000 0.00000 -.01318 3 0.00000 0.00000 -.01095 4 0.00000 0.00000 -.00203 5 0.00000 0.00000 .00590 6 0.00000 0.00000 -.00227 7 0.00000 0.00000 -.01107 2 1 -.14532 -.00081 .00563 2 .31073 .00043 -.01236 3 •25862 .00015 -.01034 4 .04876 -.00037 -.00205 5 -.13968 -.00025 .00560 6 .05300 .00005 -.00207 7 .26074 .00036 -.01035 3 1 -.26234 -.00162 .00386 2 .58380 .00087 -.01012 3 .48974 .00031 -.00873 4 .09946 -.00074 -.00223 5 -.26496 -.00050 .00470 6 .09749 .00010 -.00159 7 .48876 .00072 -.00842 4 1 -.31265 -.00218 .00189 2 .73765 .00119 -.00784 3 .62553 .00042 -.00716 4 .13946 -.00099 -.00253 5 -.33714 -.00067. .00370 6 .12109 .00014 -.00117 7 .61634 .00099 -.00648 5 1 -.29275 -.02206 -.00333 2 .90709 -.04795 -.00226 3 .80206 -.05582 -.00345 4 .23874 -.04012 -.00357 5 -.41596 .02167 .00088 6 .14633 -.00732 -.00041 7 .75586 -.03942 -.00187 6 1 -.23761 -.07576 -.00539 2 .92042 -.06032 .00004 3 .83516 -.08744 -.00190 4 .28585 -.08569 -.00394 5 -.41824 .02359 -.00051 6 .15038 -.01118 -.00028 7 .76743 -.05019 -.00007 ME Linear Elastic analysis results Str No. 22 -� .n5 10 Apr 97 09:25 .am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. woad Combination Results Joint Load X-Displ. Number Combination (in) 7 1 -.19172 2 .91413 3 .84533 4 .31637 5 -.41035 6 .15240 7 .76334 8 1 -.16088 2 .90479 3 .84705 4 .33433 5 -.40164 6 .15376 7 .75676 9 1 -.12962 2 .89198 3 .84546 4 .35086 5 -.39013 6 .15548 7 .74777 10 1 -.09816 2 .87635 3 .84112 4 .36613 5 -.37592 6 .15781 7 .73696 11 1 -.06986 2 .85988 3 .83481 4 .37867 5 -.36053 6 .16067 7 .72581 12 1 -.04513 2 .84310 3 .82690 4 .38843 5 -.34425 6 .16409 7 .71473 13 1 -.02497 ME Linear Elastic analysis results E5 Page 2 Y-Displ. (in) -.14866 -.05001 -.10328 -.13402 .01090 -.01435 -.04344 -.23167 -.02460 -.10766 -.18223 -.01268 -.01799 -.02553 -.31813 .01099 -.10308 -.22788 -.04459 -.02272 -.00051 -.40271 .05316 -.09126 -.26886 -.08281 -.02893 .02870 -.48101 .09881 -.07371 -.30349 -.12538 -.03678 .05965 -.54945 .14533 -.05176 -.33047 -.17037 -.04616 .09039 -.60533 Rotation (rad) -.00655 .00154 -.00081 -.00404 -.00154 -.00028 .00107 -.00709 .00256 .00002 -.00392 -.00232 -.00035 .00181 -.00715 .00326 .00069 -.00362 -.00293 -.00045 .00227 -.00680 .00367 .00123 -.00316 -.00338 -.00059 .00252 -.00613 .00385 .00165 -.00257 -.00366 -.00072 .00258 -.00519 .00383 .00197 -.00189 -.00378 -.00084 .00250 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. -joad Combination Results Joint Load X-Displ. Y-Displ. Number Combination (in) (in) 2 .82678 .19058 3 .81782 -.02657 4 .39506 -.34886 5 -.32777 -.21589 6 .16796 -.05678 7 .70427 .11947 14 1 -.01005 -.64680 2 .81151 .23294 3 .80791 .00090 4 .39838 -.35812 5 -.31178 -.26008 6 .17208 -.06808 7 .69476 .14592 15 1 -.00152 -.67293 2 .79891 .27128 3 .79836 .02986 4 ..39834 -.35813 5 -.29822 -.30112 6 .17582 -.07928 7 .68710 .16928 16 1 -.00032 -.68384 2 .79486 .30492 3 .79475 .05958 4 .39720 -.34932 5 -•29379 -.33731 6 .17709 -.08942 7 .68469 .18953 17 1 0.00000 0.00000 2 0.00000 0.00000 3 0.00000 0.00000 4 0.00000 0.00000 5 0.00000 0.00000 6 0.00000 0.00000 7 0.00000. 0.00000 18 1 .14512 -.00081 2 .16831 .00031 3 .22034 .00003 4 .19061 -.00043 5 .00743 -.00060 6 .08734 -.00027 7 .16871 .00011 19 1 .26194 -.00162 2 .32986 .00063 'P"ME Linear Elastic analysis results .• R .5 Page 3 Rotation (rad) .00365 .00220 -.00115 -.00375 -.00092 .00231 -.00281 .00336 .00235 -.00038 -.00356 -.00094 .00207 -.00153 .00300 .00245 .00038 -.00322 -.00089 .00181 -.00028 .00258 .00248 .00108 -.00274 -.00076 .00155 -.00621 -.00706 -.00929 -.00809 -.00039 -.00372 -.00711 -.00562 -.00690 -.00892 -.00757 -.00009 -.00343 -.00684 -.00385 -.00654 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 3 .42379 .00006 -.00793 4 .35708 -.00086 -.00610 5 .00046 -.00119 .00081 6 .16098 -.00054 -.00261 7 .32574 .00022 -.00618 20 1 .30088 -.00202 -.00253 2 .40725 .00079 -.00636 3 .51515 .00008 -.00727 4 .42436 -.00107 -.00503 5 -.01292 -.00149 .00148 6 .18901 -.00067 -.00203 7 .39748 .00028 -.00576 21 1 .29214 -.02191 .00333 2 .63813 .07312 -.00576 3 .74294 .06530 -.00457 4 .53343 .02053 -.00044 5 -.12086 -.04436 .00428 6 .22368 .00369 00027 7 .58806 .05688 -.00421 22 1 .23698 -.07562 .00539 2 .70735 .13988 -.00528 3 .79240 .11280 -.00335 4 .52759 .01451 .00131 5 -.17932 -.10098 .00497 6 .21536 -.00451 .00100 7 .63628 .10329 -.00351 23 1 .19109 -.14853 .00655 2 .74556 .20031 -.00472 3 .81415 .14709 -.00237 4 .51302 -.00877 .00245 5 -.21803 -.16232 .00510 6 .20619 -.01910 .00136 7 .66073 .14192 -.00292 24 1 .16024 -.23156 .00709 2 .76535 .25345 -.00407 3 •82286 .17044 -.00153 4 .50028 -.04312 .00317 5 -.24055 -.22282 .00485 6 •19969 -.03657 .00149 7 .67257 .17371 -.00237 25 1 .12898 -.31803 .00715 2 .78142 ..29791 -.00329 3 .82772 .18387 -.00073 ME Linear Elastic analysis results Str No. 22 P,5 10 Apr 97 09:25 am. Page 4 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. joaa Combination Results Joint Load X-Displ. Number Combination (in) 4 .48538 5 -.26063 6 .19317 7 .68161 26 1 .09752 2 .79420 3 .82921 4 .46868 5 -.27814 6 .18694 7 .68834 27 1 .06921 2 .80269 3 .82753 4 .45214 5 -.29119 6 .18185 7 .69238 28 1 .04448 2 .80712 3 .82309 4 .43621 5 -.29969 6 .17809 7 .69403 29 1 .02431 2 .80757 3 .81630 4 .42163 5 -.30334 6 .17589 7 .69343 30 1 .00939 2 .80427 3 .80764 4 .40903 5 -.30219 6 .17535 7 .69080 31 1 .00085 2 .79820 3 .79851 4 .39973 ,RAME Linear Elastic analysis results _AP D Page 5 Y-Displ. (in) -.08435 -.27829 -.05454 19877 -.40263 - .33237 .18797 -.12920 -.32534 -.07123 .21696 -.48094 .35603 .18353 -.17484 -.36147 -.08524 .22833 -.54940 .36859 .17152 -.21880 -.38507 -.09556 .23314 -.60529 .37020 .15307 -.25902 -.39535 -.10157 .23179 -.64677 .36153 .12951 -.29380 -.39240 -.10302 .22490 -.67292 .34376 .10235 -.32188 Rotation ( rad) .00360 .00429 .00145 -.00180 .00681 -.00242 .00002 .00378 .00347 .00129 -.00123 .00613 -.00151 .00069 .00374 .00249 .00102 -.00067 .00519 .00058 .00128 .00352 .00141 .00068 .00014 .00406 .00030 .00176 .00313 .00030 .00031 .'00035 .00281 .00112 .00213 .00262 -.00077 -.00006 .00078 .00153 .00181 .00236 .00203 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. :oad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 5 -.29706 -.37720 -.00172 6 .17630 -.10009 -.00041 7 .68680 .21324 .00114 32 1 -.00034 -.68423 0.00000 2 .79457 .31188 .00247 3 .79446 .06641 .00247 4 .39704 -.34612 .00124 5 -.29347 -.34472 -.00261 6 .17719 -.09149 -.00072 7 .68453 .19372 .00149 33 1 -.31983 -.00452 -.00139 2 .86968 -.02480 -.00433 3 .75496 -.02639 -.00483 4 .20018 -.01569 -.00318 5 -.39945 .01151 .00199 6 .14046' -.00367 -.00064 7 .72510 -.02038 -.00356 34 1 -.32515. -.00196 .00039 2 .81188 -.00209 -.00622 13 .69526 -.00277 -.00608 4 .16739 -.00246 -.00282 5 -•37229 .00086 .00294 6 .13204 -.00035 -.00091 7 .67758 -.00171 -.00512 35 1 .31924 -.00436 .00139 2 .57086 .03071 -.00601 3 .68537 .02918 -.00551 4 .51966 .01219 -.00198 5 -.07660 -.01621 .00343 6 •22278 .00330 -.00045 7 .536.94 .02473 -.00475 36 1 .32457 -.00179 -.00039 2 .50422 .00407 -.00616 3 .62063 .00345 -.00630 4 .49024 .00074 -.00337 5 -.04376 -.00285 .00256 6 •21399 -.00005 -.00115 7 .48251 .00305 -.00519 37 1 -.00035 -.68384 .00028 2 .79491 .31855 .00236 3 .79479 .07321 .00246 4 •39720 -.34250 .00139 5 -.29381 -.35175 -.00246 - 'ME Linear Elastic analysis results Str No. 22 ._�. .�E5 10 Apr 97 09:25 am Page 6 Totes: Positive X -displacements are in the positive global X direction. :. Positive Y -displacements are in the positive global Y direction. Positive Z -displacements are counter -clockwise. ME Linear Elastic analysis results .� k,-.,LvIE5 Page 7 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 6 .17711 -.09344 -.00067 7 .68474 .19775 .00143 Totes: Positive X -displacements are in the positive global X direction. :. Positive Y -displacements are in the positive global Y direction. Positive Z -displacements are counter -clockwise. ME Linear Elastic analysis results .� k,-.,LvIE5 Page 7 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** MEMBER FORCES *** joad Combination Results 4em Load Axial @ LJ Shear Q LJ BM @ LJ Axial Q GJ Shear @ GJ BM @ GJ To. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 .994 -.373 0.000 -.987 .373 -.747 2 -.527 .554 0.000 .532 -.451 1.005 3 -.182 .421 0.000 .187 -.317 .738 4 .455 .003 0.000 -.449 .048 -.045 5 .313 -.190 0.000 -.306 .190 -.380 6 -.056 .141 0.000 .062 -.089 .230 7 -.437 .489 0.000 .442 -.386 .875 1 .987 -.373 .747 -.980 .373 -1.494 2 -.532 .451 -1.005 .537 -.347 1.804 3 -.187 .317 -.738 192 -.214 1.268 4 .449 -.048 .045 -.444 .100 -.194 5 .306 -.190 .380 -.299 .190 -.760 6 -.062 .089 -.230 .067 -.037 7 -.442 .386 -.875 .447 -.282 .357 1.544 1 .980 -.373 1.494 -.975 .373 -2.023 2 -.537 .347 -1.804 .541 -.274 2.244 3 -.192 .214 -1.268 .196 -.140 1.519 4 .444 -.100 .194 -.440 .137 -.361 5 .299 -.190 .760 -.294 .190 -1.029 6 -.067 .037 -.357 .071 -.001 7 -.447 .282 -1.544 .451 -.209 .384 1.892 1 .991 -.327 2.023 -.988 .328 -2.310 2 -.553 .248 -2.244 .556 -.203 2.442 3 -.202 .131 -1.519 .204 -.085 1.614 4 .446 -.116 .361 -.444 .139 -.473 5 .302 -.176 1.029 -.299 .176 -1.183 6 -.071 -.002 -.384 .073 .025 7 -.460 .188 -1.892 .463 -.142 .372 2.037 1 1.038 .010 -2.300 -1.041 -.012 2.310 2 -.594 -.041 2.428 .591 -.011 -2.442 3 -.224 -.037 1.603 .221. -.014 -1.614 4 .463 -.013 -.473 -.465 -.013 5 .337 -.071 -1.252 -.340 .069 .473 1.183 6 -.063 -.074 .312 .061 .048 -.372 7 -.486 -.068 1.996 .484 .016 -2.037 1 1.015 .196 -2.078 -1.019 -.198 2.300 2 -.579 -.207 2.229 .577 .147 -2.428 3 -.216 -.137 1.482 .213 .077 -1.603 4 5 .455 .040 -.411 -.457 -.071 .473 6 .341 -.010 -1.263 -.344 .008 1.252 7 -.051 -.115 .201 .049 .084 -.312 -.468 -.214 1.788 .466 .155 -1.996 IE Linear Elastic analysis results .a5 Str No. 22 10 Apr 97 09:26 am Page 1 . Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. .-.oad Combination Results .374 4em Load Axial @ LJ Shear @ LJ 4o, Comb (kips) (kips) 7 1 .954 .398 .182 2 -.525 -.321 7 3 -.183 -.178 .504 4 .437 .132 analysis results 5 .336 .059 .455 6 -.027 -.123 .147' 7 -.415 -.305 3 1 .786 .540 .009 2 -.454 -.367 .274 3 -.172 -.173 -.342 4 .349 .213 .168 5 .309 .133 -.211 6 -.008 -.092 -.824 7 -.351 -.326 .289 1 .627 .609 -.454 2 -.381 -.402 .651 3 -.156 -.183 -.223 4 .270 .246 -.185 5 .274 .190 -.146 6 .005 -.068 -.537 7 -.288 -.341 .0 1 .592 .535 .568 2 -.378 -.359 -.270 3 -.166 -.167 .003 4 .245 .213 .173 5 .271 .189 .382 6 .004 -.047 .116 7 -.287 -.297 .1 1 .567 .449 -.001 2 -.382 -.310 .159 3 -.179 -.149 1.245 4 .225 .175 5 .271 .183 6 .003 -.025 7 -.290 -.248 BM Q LJ (K - ft) 2.078 -2.229 -1.482 .411 1.263 -.201 -1.788 1.547 -1.818 -1.262 .227 1.180 -.048 -1.400 .950 -1.414 -1.073 -.009 1.025 .047 -1.045 .342 -1.009 -.886 -.253 .824 .108 -.705 -.184 -.651 -.717 -.461 .625 .146 -.414 -.621 -.345 -.568 -.628 .431 .161 -.173 .2 1 .534 .374 2 -.381 -.267 3 -.189 -.133 4 .201 .141 5 .268 .182 6 .002 -.003 7 -.289 -.205 3 1 .504 .293 'ME Linear Elastic analysis results R- .E 5 -.467 -.950 Page 2 Axial @ GJ Shear @ GJ BM Q GJ (kips) (kips) (K -ft) -.891 -.338 -1.547 .528 .248 1.818 .208 .127 1.262 -.390 -.124 -.227 -.332 -.056 -1.180 .029 .088 .048 .418 .233 1.400 -.739 -.467 -.950 .455 .315 1.414 .190 .147' 1.073 -.315 -.185 .009 -.307 -.129 -1.025 .009 .068 -.047 .352 .274 1.045 -.597 -.529 -.342 .382 .356 1.009 .168 .166 .886 -.247 -.211 .253 -.273 -.186 -.824 -.004 .047 -.108 .289 .294 .705 -.563 -.454 .184 .379 .313 .651 .178 .150 .717 -.223 -.177 .461 -.270 -.185 -.625 -.003 .025 -.146 .288 .251 .414 -.537 -.369 .621 .383 .263 .345 .191 .131 .568 -.202 -.139 .628 -.270 -.179 -.431 -.002 .003 -.161 .291 ..202 .173 -.504 -.293 .976 .382 .221 .086 .201 .116 .436 -.179 -.105 .759 -.267 -.178 -.240 -.001 -.019 -.153 .290 .159 -.020 -.475 -.212 1.245 Str No. 22 10 Apr 97 09:26 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. ,oad Combination Results 4em Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ Jo. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 2 -.382 -.221 -.086 .383 .175 -.125 3 -.201 -.116 -.436 .212 .098 .322 4 .179 .105 -.759 -.157 -.069 .851 5 .267 .178 .240 -.266 -.175 -.052 6 .001 .019 .153 0.000 -.040 -.122 7 -.290 -.159 .020 .291 .113 -.165 _4 1 .475 .212 -1.245 -.446 -.132 1.428 2 -.383 -.175 .125 .384 .129 -.286 3 -.212 -.098 -.322 .224 .081 .226 4 .157 .069 -.851 -.135 -.033 .905 5 .266 .175 .052 -.265 -.171 .132 _6 0.000 .040 .122 .001 -.062 -.067 7 -.291 -.113 .165 .292 .067 -:260 _5 1 .446 .132 -1.428 -.416 -.051 1.525 2 -.384 -.129 .286 .385 .083 -.399 3 -.224 -.081 -.226 ..235 .064 .149 4 .135 .033 -.905 -.113 .004 .920 5 .265 .171 -:132 -.263 -.168 .312 6 -.001 .062 .067 .002 -.084 .010 7 -.292 -.067 .260 .293 .020 -.306 1 .415 .063 -1.525 -.388 .018 1.549 2 -.382 -.093 .399 .383 .048 -.473 3 -.234 -.071 -.149 .244 .054 .083 4 .113 0.000 -.920 -.093 .037 .900 5 .259 .175 -.312 -.257 -.171 .495 6 -.004 .084 -.010 .005 -.105 .110 7 -.292 -.029 .306 .293 -.017 -.312 .7 1 .384 .058 -1.549 -.373 .027 1.565 2 -.366 -.122 .473 .367 .078 -.574 3 -.229 -.101 -.083 .233 .088 -.013 4 .098 -.018 -.900 -.090 .059 5 .219 .219 -.495 -.218 -.215 .861 6 -.025 .102 -.110 .026 -.123 .713 7 -.291 -.041 .312 .291 -.003 .223 -.332 .8 1 .374 .003 -1.565 -.373 .017 1.563 2 -.359 -.107 .574 .359 .097 -.598 3 -.225 -.106 .013 .226 .103 -.037 4 .095 -.052 -.861 -.094 .061 5 .201 .232 -.713 -.201 -.231 .848 6 -.035 .120 -.223 .035 -.125 .767 7 -.290 -.020 .332 .290 .010 ..251 -.335 .9 1 .373 .017 -1.563 -.374 .003 1.565 2 -.349 -.129 .598 .349 .120 -.626 E Linear Elastic analysis results Str No. 22 _ �cA.•r 5 10 Apr 97 09:26 am Page 3 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. joad Combination Results 4em Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ Jo. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 3 -.215 -.123 .037 .215 .121 -.065 4 .099 -.052 -.848 -.100 .062 5 .179 .248 -.767 -.179 -.247 .835 6 -.047 .121 -.251 .047 -.126 .823 7 -.288 -.037 .335 .288 .027 .279 -.343 ?0 1 .384 -.058 1.549 -.373 -.027 -1.565 2 -.338 -.103 -.752 .338 .147 3 -.201 -.124 -.196 .205 .137 .626 4 .112 -.094 .761 -.104 .054 .065 -.835 5 .169 .176 1.043 -.159 -.261 -.823 6 -.048 .081 .382 .056 -.122 -.279 7 -.281 -.036 -.386 .285 .049 .343 !1 1 .415 -.063 1.525 -.388 -.018 -1.549 2 -.310 -.122 -.905 .311 .168 3 -•162 -.145 -.357 .172 .161 .752 4 .149 -.107 .667 -.129 .070 .196 -.761 5 .159 .124 1.217 -.132 -.206 -1.043 6 -.043 .033 .436 .063 -.070 -.382 7 -.258 -.074 -.473 .268 .091 .386 1 .446 -.132 1.428 -.416 .051 -1.525 2 -.306 -.084 -1.019 .307 .131 3 -.146 -.132 -.507 .158 .149 .905 4 •174 -•139 .538 -.152 .103 .357 -.667 5 6 .185 .048 1.311 -.155 -.129 -1.217 7 -.022 -.004 .451 .044 -.032 -.436 -.244 -.064 -.551 .256 .082 .473 3 1 2 .475 -.212 1.245 -.446 .132 -1.428 3 -.305 -.038 -1.085 .306 .084 1.019 -.135 -.115 -.638 .146 .132 4 5 .196 -.175 .371 -.174 .139 .507 -.538 6 •214 0.000 -.032 -.040 1.320 -.185 -.048 -1.311 7 -.233 -.047 .427 -.610 .022 .004 -.451 .244 .064 .551 4 1 2 .504 -.293 .976 -.475 .212 -1.245 3 -.304 .008 -1.101 .305 .038 1.085 4 -•123 -•098 -.751 .135 .115 .638 5 •218 -.211 .165 -.196 .175 -.371 6 .243 -.113 1.242 -.214 .032 -1.320 7 .022 -.076 .365 0.000 .040 -,427 -.221 -.030 -.651 .233 .047 .610 5 1 2 .534 -.374 .621 -.504 .293 -.976 3 -.303 .054 -1.068 .304 -.008 1.101 -.112 -.080 -.846 .123 .098 .751 4E Linear Elastic analysis results -�5 Str No. 22 10 Apr 97 09:26 am Page 4 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results 4em Load Axial @ LJ Shear Q LJ BM Q LJ 1o. Comb (kips) (kips) (K -ft) -.243 4 .240 -.247 -.079 -.365 5 .273 -.194 1.079 .369 6 .044 -.112 ..265 .111 7 -.210 -.013 -.674 '6 1 .567 -.449 .184 .112 2 -.303 .097 -.989 -.563.. 3 -.099 -.064 -.923 .989 4 .265 -.281 -.360 .283 5 .305 -.271 .832 -.066 6 .068 -.148 .126 .681 7 -.198 .003 -.681 :7 1 .592 -.535 -.342 -.287 2 -.301 .146 -.858 -.497 3 -.088 -.046 -.981 -.020 4 .284 -.319 -.680 .334 5 .331 -.355 .497 1.022 6 .089 -.184 -.051 .348 7 -.186 .022 -.667 :8 1 .627 -.609 -.950 1.547 2 -.301 .190 -.681 .030 3 -.076 -.029 -1.022 -.578 4 .310 -.353 -1.038 .509 5 .365 -.432 .079 .198 6 .113 -.219 -.266 .019 7 -.175 .037 -.636 :9 1 .786 -.540 -1.547 10 Apr 97 2 -.332 175 -.504 3 -.050 -.019 -1.059 4 .410 -.309 -1.387 5 .492 -.420 -.376 6 .190 -.219 -.509 7 -.160 .026 -.620 0 1 .954 -.398 -2.078 2 -.361 .155 -.326 3 -.019 .012 -1.072 4 .519 -.215 -1.688 5 .641 -.352 -.840 6 .284 -.180 -.760 7 -.137 .030 -.608 1 1 1.015 -.196 2.078 2 -.385 .078 .326 3 -•022 .008 1.072 4 .552 -.105 1.688 'SIE Linear Elastic analysis results ._ n._,E5 Page 5 Axial @ GJ Shear @ GJ BM Q GJ (kips) (kips) (K -ft) -.218 .211 -.165 -.243 .113 -1.242 -.022 .076 -.365 .221 .030 .651 -.537 .369 -.621 .304 -.051 1.068 .111 .081 .846 -.242 .245 .079 -.275 .191 -1.079 -.045 .112 -.265 .209 .015 .674 -.563.. .454 -.184 .302 -.100 .989 .100 .063 .923 -.262 .283 .360 -.302 .274 -.832 -.066 .148 -.126 .198 -.004 .681 -.597 .529 .342 .302 -.143 .858 .088 .047 .981 -.287 .317 .680 -.335 .352 -.497 -.090 .184 .051 .186 -.020 .667 -.739 .467 .950 .334 -.124 .681 .068 .044 1.022 -.376 .281 1.038 -.446 .348 -.079 -.155 .191 .266 .178 -.001 .636 -.891 .338 1.547 .364 -.091 .504 .044 .030 1.059 -.472 .202 1.387 -.578 .291 .376 -.237 .167 .509 .162 .013 .620 -1.019 .198 -2.299 .383 -.113 -.219 .019 -.043 -1.044 -.554 .088 -1.797 Str No. 22 10 Apr 97 09:26 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results 4em Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ .10. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 5 .699 -.214 .840 -.702 .216 -1.082 6 .314 -.118 .760 -.317 .102 -.883 7 -.140 .001 .608 .138 -.036 -.587 32 1 1.038 -.010 2.299 -1.041 .012 -2.310 2 -.397, .042 .219 .394 -.072 -.163 3 -.026 .038 1.044 .024 -.069 -.991 4 .561 .014 1.797 -.563 -.029 -1.776 5 .730 -.085 1.082 -.733 .087 -1.166 6 .330 -.043 .883 -.332 .028 -.918 7 -.142 .010 .587 .140 -.041 -.562 33 1 .987 .342 -1.867 -.983 -.342 2.310 2 -.392 -.024 -.221 ..395 .066 .163 3 -.043 .099 -.890 .046 -.057 .991 4 .524 .239 -1.480 -.520 -.218 1.776. 5 .723 .167 -.950 -.719 -.167 1.166 6 .325 .108 -.792 -.322 -.087 .918 7 -.142 .033 -.546 .145 .009 .562 34 1 .980 .373 -1.494 -.976 -.373 1.867 2 -.388 -.004 -.242 .391 .037 .221 3 -.043 .130 -.777 .046 -.097 .890 4 .518 .272 -1.216 -.516 -.256 1.480 5 .721 .190 -.760 -.718 -.190 .950 6 .325 .134 -.666 -.322 -.118 .792 7 -.140 .061 -.502 .143 -.028 .546 35 1 .987 .373 -.747 -.980 -.373 1.494 2 -.383 .060 -.186 .388 .004 .242 3 -.038 .194 -.453 .043 -.130 .777 4 .524 .304 -.640 -.518 -.272 1.216 5 .728 .190 -.380 -.721 -.190 .760 6 .330 .166 -.365 -.325 -.134 .666 7 -.135 .125 -.315 .140 -.061 .502 36 1 .994 .373 0.000 -.987 -.373 .747 2 -.378 .125 0.000 .383 -.060 .186 3 -.033 .259 0.000 .038 -.194 .453 4 .529 .336 0.000 -.524 -.304 .640 5 .735 .190 0.000 -.728 -.190 .380 6 .335 .199 0.000 -.330 -.166 .365 7 -.130 .190 0.000 .135 -.125 .315 Dotes: L. Positive axial forces act in the positive local (member) x direction. 2. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter -clockwise. .SIE Linear Elastic analysis results Str No. 22 ri,�u4E5 10 Apr 97 09:26 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** MEMBER STRESSES *** ,oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 1 1 1 -984.0 -369.8 0.0 -984.0 -984.0 2 -977.1 369.8 6,085.8 5,108.7 -7,062.8 2 1 521.7 549.0 0.0 521.7 521.7 2 526.9 '-446.5 -8,191.2 -7,664.2 8,718.1 3 1 179.8 416.5 0.0 179.8 179.8 2 185.0 -314.0 -6,010.7 -5,825.8 6,195.7 4 1 -450.1 3.3 0.0 -450.1 -450.1 2 -444.9 47.9 367.0 -77.9 -811.9 5 1 -309.5 -188.1 0.0 -309.5 -309.5 2 -302.6 188.1 3,095.4 2,792.8 -3,398.0 6 1 55.8 139.6 0.0 55.8 55.8 2 61.0 -88.4 -1,875.8 -1,814.8 1,936.7 7 1 432.7 484.7 0.0 432.7 . 432.7 2 437.9 -382.2 -7,132.1 -6,694.2 7,570.0 2 1 2 -977.1 -369.8 6,085.8 5,108.7 -7,062.8 3 -970.1 369.8 12,171.6 11,201.5 -13,141.7 2 2 526.9 446.5 -8,191.2 -7,664.2 8,718.1 3 532.1 -344.0 -14,695.7 -14,163.6 15,227.9 3 2 185.0 314.0 -6,010.7 -5,825.8 6,195.7 3- 190.2 -211.5 -10,334.9 -10,144.7 10,525.0 4 2 -444.9 -47.9 367.0 -77.9 -811.9 3 -439.7 99.2 1,577.3 1,137.7 -2,017.0 5 2 -302.6 -188.1 3,095.4 2,792.8 -3,398.0 3 -295.6 188.1 6,190.8 5,895.1 -6,486.4 6 2 61.0 88.4 -1,875.8 -1,814.8 1,936.7 3 66.2 -37.1 -2,908.3 -2,842.1 2,974.4 7 2 437.9 382.2 -7,132.1 -6,694.2 7,570.0 3 443.1 -279.7 -12,577.7 -12,134.6 13,020.8 3 1 3 -970.1 -369.8 12,171.6 11,201.5 -13,141.7 4 -965.2 369.8 16,483.4 15,518.2 -.17,448.5 2 3 532.1 344.0 -14,695.7 -14,163.6 15,227.9 4 535.8 -271.4 -18,283.4 -17,747.6 18,819.3 3 3 190.2 211.5 -10,334.9 -10,144.7 10,525.0 4 193.9 -138.9 -12,377.7 -12,183.9 12,571.6 4 3 -439.7 -99.2 1,577.3 1,137.7 -2,017.0 4 -436.0 135.5 2,945.2 2,509.3 =3,381.2 5 3 -295.6 -188.1 6,190.8 5,895.1 -6,486.4 4 -290.7 188.1 8,383.8 8,093.1 -8,674.6 6 3 66.2 37.1 -2,908.3 -2,842.1 2,974.4 4 69.9 -.8 -3,129.4 -3,059.5 3,199.3 7 3 443.1 279.7 -12,577.7 -12,134.6 13,020.8_ 4 446.8 -207.1 -15,415.1 -14,968.3 15,861.9 4 1 4 -981.4 -324.3 16,483.4 15,501.9 -17,464.8 34 -978.4 324.4 18,823.6 17,845.2 -19,801.9 - RE Linear Elastic analysis results Str No. 22 _ttr�,iE5 10 Apr 97 09:26 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. Load Combination Results Mem Load Joint Axial No. Comb No. (psi) 5 7 2 4 34 3 4 34 4 4 34 5 4 34 6 4 34 7 4 34 547.9 550.2 200.2 202 .4 -441.8 -439.6 -299.2 -296.2 69.8 72.1 456.0 458.3 Shear. (psi) 246.1 -201.0 129.7 -84.7 -115.0 137.5 -174.3 174.5 -2.5 25.0 185.9 -140.9 Bending (psi) -18,283.4 -19,896.2 -12,377.7 -13,151.0 2,945.2 3,856.0 8,383.8 9,641.9 -3,129.4 3,030.2 -15,415.1 -16,594.1 Top Normal (psi) -17,735.5 -19,346.0 -12,177.6 -12,948.5 2,503.4 3,416.4 8,084.6 9,345.7 -3,059.'6' -2,958.1 -14,959.1 -16,135.8 Bot Normal (psi) 18,831.4 20,446.4 12,577.9 13,353.4 -3,387.1 -4,295.5 -8,683.0 -9,938.1 3,199.2 3,102.4 15,871.0 17,052.4 1 33 34 -.1,027.5 -1,030.7 10.2 -18,735.9 -19,763.4 17,708.3 2 33 588.0 -11.5 -40.1 -18,823.6 19,779.0 -19,854.3 20,367.0 17,792.8 -19,190.9 3 34 33 585.7 221.3 -11.1 19,896.2 20,481.9 -19,310.6 34 219.0 -37.1 -14.2 13,058.7 13,151.0 13,280.0 13,369.9 -12,837.3 -12,932.0 4 33 34 -458.0 -460.4 -13.1 -3,856.8 -4,314.8 3,398.8 5 33 -333.6 -13.0 -69.9 -3,856.0 -10,201.2 -4,316.4 -10,534.8 3,395.6 9,867.6 6 34_ 33 -336.8 62.4 68.6 -9,641.9 -9,978.7 9,305.1 34 60.0 -73.2 47.1 2,544.2 2,606.7 -2,481.8 7 33 481.6 -67.1 3,030.2 16,259.2 3,090.3 16,740.7 -2,970.2 -15,777.6 34 479.2 15.8 16,594.1 17,073.3 -16,114.9 1 5 33 -1,005.4 -1,008.7 194.1 -196.2 -16,933.5 -17,938.9 15,928.1 2 5 573.5 -205.1 -18,735.9 18,157.6 -19,744.6 18,731.1 17,727.2 -17,584.0 3 33 5 571.1 213.4 146.0 19,779.0 20,350.0 -19,207.9 33 211.0 -135.6 76.5 12,078.8 12,292.3 -11,865.4 4 5 -450.3 39.7 13,058.7 -3,350.0 13,269.6 -3,800.4 -12,847.7 2,899.7 5 33 5 -452.8 -337.5 -70.0 -3,856.8 -4,309.6 3,404.0 33 -340.8 -10.4 8.3 -10,287.4 -10,624.9 9,950.0 6 5 50.6 -113.6 -10,201.2 1,634.5 -10,542.0 9,860.4 7 33 5 48.1 83.3 2,544.2 1,685.1 2,592.4 -1,583.9 -2,496.1 33 463.9 461.4 -212.3 153.2 14,571.1 .15,035.0 -14,107.2 16,259.2 16,720.6 -15,797.7 1 5 6 -944.9 -882.7 394.5 -334.8 16,933.5 15,988.6 -17,878.4 2 5 519.8 -317.4 12,601.7 -18,157.6 11,719.0 -17,637.7 -13,484.4- 18,677.4 3 6 5 522.6 181.4 246.0 -14,810.7 -14,288.1 15,333.2 6 206.1 -176.2 125.9 -12,078.8 -11,897.4 12,260.2 -10,284.5 -10,078.4 10,490.5 IF, -IE Linear Elastic analysis results R -k .5 Page 2 Str No. 22 10 Apr 97 09:26 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. . goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 4 5 -432.9 130.5 3,350.0 2,917.2 -3,782.9 6 -386.2 -122.7 1,846.5 1,460.3 -2,232.7 5 5 -332.5 58.5 10,287.4 9,954.9 -10,619.9 6 -328.9 -55.0 9,613.4 9,284.5 -9,942.3 6 5 .26.4 -121.6 -1,634.5 -1,608.1 1,661.0 6 29.1 87.2 -394.7 -365.6 423.9 7 5 411.1 -302.2 -14,571.1 -14,160.1 14,982.2 6 413.8 230.8 -11,405.1 -10,991.3 11,818.8 8 1 6 -778.0 534.8 12,601.7 11,823.7 -13,379.7 7 -732.2_ -462.8 7,739.5 7,007.3 -8,471.7 2 6 449.2 -363.1 -14,810.7 -14,361.5 15,259.9 7 450.8 312.0 -11,520.4 -11,069.6 11,971.3 3 6 170.3 -171.2 -10,284.5 -10,114.2 10,454.8 7 188.3 145.8 -8,739.1 -8,550.8 8,927.4 4 6 -346.0 210.9 1,846.5 1,500.5 -2,192.5 7 -311.7 -183.7 -76.6 -388.3 -235.2 5 6 -306.4 131.5 9,613.4 9,306.9 -9,919.8 7 -304.2 -128.1 8,348.2 8,044.0 -8,652.4 6 6 7.6 -91.6 -394.7 -387.1 402.4 7 9.3 67.4 380.0 389.2 -370.7 7 6 347.1 -322.4 -11,405.1 -11,058.0 11,752.2 7` 348.8 271.4 -8,510.8 -8,162.0 8,859.6 9 1 7 -621.3 603.6 7,739.5 7,118.2 -8,360.8 8 -591.5 -524.1 2,785.2 2,193.7 -3,376.7 2 7 377.0 -398.1 -11,520.4 -11,143.4 11,897.4 8 378.0 352.3 -8,223.5 -7,845.5 8,601.5 3 7 154.2 -181.5 -8,739.1 -8,584.8 8,893.3 8 165.9 164.2 -7,220.3 -7,054.4 7,386.3 4 7 -267.3 243.9 -76.6 -343.8 -190.7 8 -244.9 -208.5 -2,064.1 -2,309.0 1,819.2 5 7 -271.4 187.9 8,348.2 8,076.8 -8,619.6 8 -270.1 -184.4 6,712.2 6,442.1 -6,982.2 6 7 -4.8 -67.8 380.0 375.2 -384.8 8 -3.8 46.2 881.1 877.3 -884.9 7 7 285.5 -337.3 -8,510.8 -8,225.3 8,796.3 8 286.5 291.6 -5,747.7 -5,461.3 6,034.2 10 .1 8 -586.7 529.4 2,785.2 2,198.5 -3,371.9 9 -557.6 -449.7 -1,502.1 -2,059.7 944.5 2 8 374.7 -355.8 -8,223.5 -7,848.8 8,598.2 9 375.7 310.1 -5,307.8 -4,932.1 5,683.4 3 8 164.4 -165.7 -7,220.3 -7,055.9 7,384.7 9 175.8 148.7 -5,843.6 -5,667.8 6,019.4 4 8 -243.0 210.7 -2,064.1 -2,307.1 1,821.2 9 -221.2 -175.0 -3,753.0 -3,974.2 3,531.8 5 8 -268.4 186.9 6,712.2 6,443.8 -6,980.5 9 -267.1 -183.4 5,090.5 4,823.4 -5,357.6 14E Linear Elastic analysis results Str No. 22 .-- AAMES 10 Apr 97 09:26 am Page 3 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. .oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 6 8 -4.2 -46.2 881.1 876.8 -885.3 9 -3.3 24.7 1,191.5 1,188.2 -1,194.7 7 8 283.8 -294.2 -5,747.7 -5,464.0 6,031.5 9. 284.7 248.5 -3,371.4 -3,086.6 3,656.1 11 1 9 -561.7 444.6 -1,502.1 -2,063.8 940.4 10 -531.9 -365.1 -5,059.2 -5,591.1 4,527.3 2 9 378.5 -306.7 -5,307.8 -4,929.3 5,686.3 10 379.5 260.9 -2,814.0 -2,434.6 3,193.5 3 9 177.1 -147.1 -5,843.6 -5,666.5 6,020.7 10 188.8 129.8 -4,627.0 -4,438.2 4,815.8 4 9 -222.8 173.0 -3,753.0 -3,975.8 3,530.2. 10 -200.4 -137.5 -5,117.2 -5,317.6 4,916.8 5 9 -268.8 181.0 5,090.5 4,821.8 -5,359.3 10 -267.5 -177.5 3,515.4 3,248.0 -3,782.9 6 9 -3.1 -24.7 1,191.5 1,188.4 -1,194.5 10 -2.1 3.1 1,313.8 1,311.7 -1,315.9 7 9 287.0 -245.9 -3,371.4 -3,084.4 3,658.3 10 288.0- 200.1 -1,411.5 -1,123.5 1,699.5 12 1 10 -528.5 369.9 -5,059.2 -5,587.7 4,530.7 11 -499.4 -290.1 -7,949.4 -8,448.8 7,450.0 2 10-_ 377.1 -264.4 -2,814.0 -2,437.0 3,191.1 11 378.0 218.7 -698.7 -320.6 1,076.7 3 10 187.6 -131.5 -4,627.0 -4,439.4 4,814.6 11 199.0 114.5 -3,549.5 -3,350.5 3,748.5 4 10 -199.1 139.4 -5,117.2 -5,316.3 4,918.0 11 -177.3 -103.6 -6,181.2 -6,358.5 6,003.9 5 10 =265.8 180.0 3,515.4 3,249.6 -3,781.3 11 -264.6 -176.5 1,954.7 1,690.1 -2,219.3 6 10 -2.1 -3.1 1,313.8 1,311.7 -1,315.9 11 -1.2 -18.4 1,246.9- 1,245.7 -1,248.0 7 10 286.1 -202.8 -1,411.5 -1,125.4 1,697.6 11 287.1 157.2 164.5 451.6 122.5 13 1 11 -499.4 290.1 -7,949.4 -8,448.8 7,450.0 12 -470.4 -210.4 -10,141.1 -10,611.4 9,670.7 2 11 378.0 -218.7 -698.7 -320.6 1,076.7 12 379.0 173.1 1,017.2 1,396.2 -638.3 3 11 199.0 -114.5 -3,549.5 -3,350.5 3,748.5 12 210.4 97.5 -2,621.0 -2,410.6 2,831.4 4 11 -177.3 103.6 -6,181.2 -6,358.5 6,003.9 12 -155.5 .-67.9 -6,932.5 -7,088.0 6,777.0 5 11 -264.6 176.5 1,954.7 1,690.1 -2,219.3 12 -263.3 -173.0 424.4 161.1 -687.7 6 11 71.2 18.4 1,246.9 1,245.7 -1,248.0 12 -.2 -39.9 991.6 991.4 -991.8 7 11 287.1 -157.2 164.5 451.6 122.5 12 288.0 111.5 1,341.0 1,629.1 -1,053.0 .ME Linear Elastic analysis results Str No. 22 ._ ru-,ME5 10 Apr 97 09:26 am Page 4 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. ,oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 14 1 12 -470.4 210.4 -10,141.1 -10,611.4 9,670.7 13 -441.3 -130.6 -11,634.2 -12,075.5 11,192.9 2 12 379.0 -173.1 1,017.2 1,396.2 -638.3 13 379.9 127.5 2,333.6 2,713.5 -1,953.7 3 12 210.4 -97.5 -2,621.0 -2,410.6 2,831.4 13 221.7 80.5 -1,841.4 -1,619.7 2,063.2 4 12 -155.5 67.9 -6,932.5 -7,088.0 6,777.0 13 -133.7 -32.2 -7,371.1 -7,504.7 7,237.4 5 12 -263.3 173.0 424.4 161.1 -687.7 13 -262.0 -169.5 -1,075.6 -1,337.6 813.5 6 12 -.2 39.9 991.6 991.4 -991.8 13 .7 -61.4 547.9 548.7 -547.2 7 12 288.0 -111.5 1,341.0 1,629.1 -1,053.0 13 289.0 65.9 2,118.1 2,407.0 -1,829.1 15 1 13 -441.3 130.6 -11,634.2 -12,075.5 11,192.9 14 -412.2 -50.9 -12,428.8 -12,841.0 12,016.6 2 13 379.9 -127.5 2,333.6 2,713.5 -1,953.7 14 380.9 81.9 3,250.5 3,631.4 -2,869.6 3 13 221.7 -80.5 -1,841.4 -1,619.7 2,063.2 14 233.1 63.5 -1,210.8 -977.7 1,444.0 4 13 -133:7 32.2 -7,371.1 -7,504.7 7,237.4 14- -111.9 3.5 -7,496.9 -7,608.8 7,385.0 5 13 -262.0 169.5 -1,075.6 -1,337.6 813.5 14 -260.8 -166.1 -2,545.1 -2,805.8 2,284.3 6 13 .7 61.4 547.9 548.7 -547.2 14 1.7 -82.9 -84.1 -82.4 85.8 7 13 289.0 -65.9 2,118.1 2,407.0 -1,829.1 14 289.9 20.3 2,495.6 2,785..5 -2,205.7 16 1 14 -410.6 62.3 -12,428.8 -12,839.4 12,018.2 15 -383.8 18.2 -12,620.3 -13,004.1 12,236.5 2 14 378.4 -92.5 3,250.5 3,628.9 -2,872.0 15 379.3 47.3 3,856.7 4,236.0 -3,477.4 3 14 231.3 -70.0 -1,210.8 -979.6 1,442.1 15 241.8 53.7 -674.4 -432.7 916.2 4 14 -111.9 -.4 -7,496.9 -7,608.8 7,384.9 15 -91.8 36.9 -7,335.4 -7,427.2 7,243.6 5 14 -256.0 173.3 -2,545.1 -2,801.1 2,289.0 15 -254.9 -169.8 -4,032.8 -4,287.6 3,777.9 6 14 4.0 82.8 -84.1 -80.1 88.1 15 4.9 -104.1 -894.8 -889.9 899.6 7 14 289.2 -28.4 2,495.6 2,784.8 -2,206.3 15 290.1 -16.8 2,545.9 2,836.0 -2,255.8 17 1 15 -379.9 57.4 -12,620.3 -13,000.2 12,240.4 16 -369.4 26.6 -12,748.1 -13,117.4 12,378.7 2 15 362.7 -120.8 3,856.7 4,219.4 -3,494.1 16 363.0 77.7 4,679.8 5,042.7 -4,316.8 ME Linear Elastic analysis results Str No. 22 ._ REu,IE5 10 Apr 97 09:26 am Page 5 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 3 15 226.5 -100.1 -674.4 -447.9 901.0 16 230.6 87.2 102.2 332.8 128.5 4 15 -97.3 -18.2 -7,335.4 -7,432.7 7,238.2 16 -89.4 58.4 -7,018.2 -7,107.6 6,928.8 5 15 -216.6 216.5 -4,032.8 -4,249.4 3,816.1 16 -216.2 -213.0 -5,813.4 -6,029.6 5,597.2 6 15 25.2. 101.1 -894.8 -869.6 920.0 16 25.5 -121.4 -1,817.2 -1,791.7 1,842.7 7 15 287.8 -40.4 2,545.9 2,833.6 -2,258.1 16 288.1 -2.6 2,702.7 2,990.8 -2,414.6 18 1 16 -370.3 2.6 -12,748.1 -13,118.4 12,377.7 32 -369.5 .16.8 -12,734.7 -13,104.2 12,365.2 2 16 355.7 -106.1 4,679.8 _.5,035.5 -4,324.0 32 355.7 96.3 4,870.9 5,226.6 -4,515.1 3 16 223.0 -105.2 102.2 325.2 120.9 32 223.4 102.4 298.1 521.4 -74.7 4 16 -93.7 -51.1 -7,018.2 -7,111.9 6,924.5 32 -93.0 60.5 -6,912.9 -7,005.9 6,819.9 5 16 -198.7 229.4 -5,813.4 -6,012.1 5,614.7 32 -198.7 -228.6 -6,245.7 -6,444.4 6,047.0 6 16 35.0 119.0 -1,817.2 -1,782.2 1,852.2 32" 35.0 -123.6 -2,046.1 -2,011.1 2,081.2 7 16 287.4 -20.1 2,702.7 2,990.1 -2,415.3 32 287.4 10.3 2,731.4 3,018.8 -2,444.0 19 1 32 -369.5 16.8 -12,734.7 -13,104.2 12,365.2 37 -370.3 2.6 -12,748.1 -13,118.4 12,377.7 2 32 345.6 -128.2 4,870.9 5,216.4 -4,525.3 37 345.5 118.4 5,103.5 5,449.0 -4,757.9 3 32 213.2 -122.2 298.1 511.2 -84.9 37 212.8 119.3 525.9 738.7 -313.1 4 32 -98.1 -51.8 -6,912.9 -7,011.0 6,814.8 37 -98.8 61.1 -6,806.4 -6,905.2 6,707.6 5 32 -177.2 245.7 -6,245.7 -6,422.9 6,068.6 37 -177.2 -244.9 -6,708.5 -6,885.7 6,531.3 6 32 46.1 119.9 -2,046.1 -2,000.1 2,092.2 37 46.1 -124.5 -2,276.7 -2,230.6 2,322.8 7 32 285.3 -36.3 2,731.4 3,016.7 -2,446.1 37 285.3 26.5 2,790.7 3,076.0 -2,505.5 20 1 31 -379.9 -57.4 12,620.3 12,240.4 -13,000.2 37 -369.4 -26.6 12,748.1 12,378.7 -13,117.5 2 31 334.8 -102.2 -6,129.5 -5,794.8 6,464.3 37 335.1 145.3 -5,103.5 -4,768.4 5,438.6 3 31 198.7 -122.9 -1,598.4 -1,399.7 1,797.0- 37 202.8 135.8 -525.9 -323.1 728.7 4 31 -111.2 -93.4 6,199.0 6,087.8 -6,310.2 37 -103.3 53.1 6,806.4 6,703.0 -6,909.7 iME Linear Elastic analysis results Str No. 22 AAME5 10 Apr 97 09:26 am Page 6 z Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. .oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 5 31 -167.8 174.0 8,500.1 8,332.3 -8,667.9 37 -157.3 -258.1 6,708.5 6,551.2 -6,865.8 6 31 47.9 80.3 3,108.9 3,156.7 -3,061.0 37 55.7 -120.5 2,276.7 2,332.4 -2,221.0 7 31 278.2 -36.1 -3,143.4 -2,865.3 3,421.6 37 282.3 49.0 -2,790.7 -2,508.4 3,073.0 -21 1 30 -410.6 -62.3 12,428.9 12,018.2 -12,839.5 31 -383.8 -18.2 12,620.3 12,236.5 -13,004.1 2 30 307.4 -120.7 -7,372.4 -7,065.0 7,679.8 31 308.2 165.9 -6,129.5 -5,821.3 6,437.8 3 30 160.2 -143.2 -2,911.1 -2,750.9 3,071.3 31 170.7 159.5 -1,598.4 -1,427.7 1,769.1 4 30 -147.5 -106.2 5,436.0 5,288.5 -5,583.4 31 -127.3 69.7 6,199.0 6,071.7 -6,326.4 5 30 -157.3 123.1 9,916.5 9,759.3 -10,073.8 31 -130.4 -203.6 8,500.1 8,369.7 -8,630.5 6 30 42.5 32.8 3,551.7 3,594.2 -3,509.1 31 62.7 - -69.3 3,108.9 3,171.5 -3,046.2 7 30 255.2 -73.7 -3,853.2 -3,598.0 4,108.4 31 265.7 90.0 -3,143.4 -2,877.7 3,409.2 1 29` -441.3 -130.6 11,634.3 11,193.0 -12,075.5 30 -412.2 50.9 12,428.9 12,016.7 -12,841.1 2 29 302.9 -83.6 -8,304.6 -8,001.7 8,607.5 30 303.9 129.3 -7,372.4 -7,068.5 7,676.3 3 29 144.8 -130.6 -4,129.6 -3,984.8 4,274.3 30 156.1 147.6 -2,911.1 -2,754.9 3,067.2 4 29 -172.2 -137.8 4,385.6 4,213.4 -4,557.8 30 -150.4 102.1 5,436.0 5,285.6 -5,586.3 5 29 -182.9 47.6 10,683.0 10,500.1 -10,865.9 30 -153.8 -127.4 9,916.5 9,762.8 -10,070.3 6 29 21.6 -4.1 3,672.1 3,693.8 -3,650.5 30 43.4 -31.6 3,551.7 3,595.1 -3,508.2 7 29 241.7 -63.8 -4,486.3 -4,244.6 4,728.0 30 253.1 80.8 -3,853.2 -3,600.1 4,106.2 23 1 28 -470.4 -210.4 10,141.1 9,670.8 -10,611.5 29 -441.3 130.6 11,634.3 11,193.0 -12,075.5 2 28 302.0 -38.0 -8,837.3 -8,535.3 9,139.3 29 302.9 83.6 -8,304.6 -8,001.7 8,607.5 3 28 133.4 -113.6 -5,199.1 -5,065.7 5,332.5 29 144.8 130.6 -4,129.6 -3,984.8 4,274.3 4 28 -194.0 -173.5 3,022.5 2,828.5 -3,216.5 29 -172.2 137.8 4,385.6 4,213.4 -4,557.8 5 28 -211.9 -32.1 10,751.0 10,539.0 -10,962.9 29 -182.9 -47.6 10,683.0 10,500.1 -10,865.9 6 28 -.2 -39.8 3,479.9 3,479.7 -3,480.0 29 21.6 4.1 3,672.1 3,693.8 -3,650.5 SME Linear Elastic analysis results Str No. 22 tAME5 10 Apr 97 09:26 am Page 7 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. .oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 7 28 230.3 -46.8 -4,970.4 -4,740.1 5,200.7 29 241.7 63.8 -4,486.3 -4,244.6 4,728.0 24 1 27 -499.4 -290.1 7,949.5 7,450.1 -8,448.9 28 -470.4 210.4 10,141.1 9,670.8 -10,611.5 2 27 301.0 7.6 -8,970.5 -8,669.5 9,271.5 28 302.0 38.0 -8,837.3 -8,535.3 9,139.3 3 27 122.0 -96.6 -6,119.7 -5,997.7 6,241:7 28 133.4 113.6 -5,199.1 -5,065.7 5,332.5 4 27 -215.8 -209.2 1,346.7 1,130.9 -1,562.5 28 -194.0 173.5 3,022.5 2,828.5 -3,216.5 5 27 -241.0 -111.9 10,120.4 9,879.4 -10,361.4 28 -211.9 32.1 10,751.0 10,539.0 -10,962.9 6 27 -22.0 -75.5 2,974.8 2,952.8 -2,996.8 28 -.2 39.8 3,479.9 3,479.7 -3,480.0 7 27 218.9 -29.8 -5,305.6 -5,086.7 5,524.5 28 230.3 46.8 -4,970.4 -4,740.1 5,200.7 25 1 26 -528.5 -369.9 5,059.3 4,530.8 -5,587.9 27 -499.4 290.1 7,949.5 7,450.1 -8,448.9 2 26 300.1 53.2 -8,704.2 -8,404.1 9,004.3 27 301.0 -7.6 -8,970.5 -8,669.5 9,271.5 3 26- 110.6 -79.6 -6,891.3 -6,780.6 7,001.9 27 122.0 96.6 -6,119.7 -5,997.7 6,241.7 4 26 -237.6 -244.9 -641.9 -879.5 404.3 27 -215.8 209.2 1,346.7 1,130.9 -1,562.5 5 26 -270.1 -191.6 8,791.3 8,521.2 -9,061.4 27 -241.0 111.9 10,120.4 9,879.4 -10,361.4 6 26 -43.8 -111.2 2,157.1 2,113.3 -2,200.9 27 -22.0 75.5 2,974.8 2,952.8 -2,996.8 7 26 207.5 -12.8 75,491.8 -5,284.2 5,699.3 27 218.9 29.8 -5,305.6 -5,086.7 5,524.5 26 1 25 -561.7 -444.6 1,502.2 940.5 -2,063.9 2 26 -531.9 365.1 5,059.3 4,527.5 -5,591.2 25 299.6 96.3 -8,059.6 -7,760.0 8,359.2 26 300.6 -50.5 -8,704.2 -8,403.6 9,004.8 3 25 98.2 -63.3 -7,523.7 -7,425.5 7,622.0 26 109.9 80.6 -6,891.3 -6,781.4 7,001.2 4 25 -262.2 -278.2 -2,930.6 -3,192.8 2,668.4 5 26 -239.8 242.7 -641.9 -881.8 402.1 25 -301.7 -268.7 6,779.7 6,478.1 -7,081.4 6 26 -271.8 189.2 8,791.3 8,519.5 -9,063.1 25 -67.2 -146.3 1,027.5 960.3 -1,094.7 7 26 -44.8 110.8 2,157.1 2,112.3 -2,201.9 25 195.7 2.6 -5,544.7 -5,348.9 5,740.4 26 207.4 14.7 -5,491.8 -5,284.4 5,699.2 27 1 24 -586.7 -529.4 -2,785.1 -3,371.8 2,198.4 4E Linear Elastic analysis resultsL-w Str No. 22 _aE5 10 Apr 97 09:26 am Page 8 16 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 25 -557.6 449.7 1,502.2 944.6 -2,059.9 2 24 297.7 144.6 -6,992.9 -6,695.2 7,290.7 25 298.7 -99.0 -8,059.6 -7,760.9 8,358.3 3 24 87.4 -45.4 -7,996.1 -7,908.7 8,083.5 25 98.8 62.4 -7,523.7 -7,424.9 7,622.5 4 24 -281.5 -316.3 -5,544.0 -5,825.5 5,262.6 25 -259.7 280.6 -2,930.6 -3,190.3 2,671.0 5 24 -328.3 -351.2 4,053.5 3,725.2 -4,381:8 25 -299.2 271.4 6,779.7 6,.480.6 -7,078.9 6 24 -87.6 -182.6 -415.1 -502.7 327.4 25 -65.8 146.9 1,027.5 961.7 -1,093.3 7 24 184.3 21.4 -5,431.6 -5,247.3 5,615.9 25 195.7 -4.4 -5,544.7 -5,349.0 5,740.4 28 1 23 -621.3 -603.6 -7,739.3 -8,360.6 7,118.0 24 -591.5 524.1 -2,785.1 -3,376.6 2,193.6 2 23 298.1 187.7 -5,545.1 -5,247.0 5,843.2 24 299.1 -141.9 -6,992.9 -6,693.9 7,292.0 3 23 75.3 -29.0 -8,326.4 -8,251.1 8,401.8 24 87.0 46.2 -7,996.1 -7,909.1 8,083.1 4 23 -306.7 -349.1 -8,456.1 -8,762.8 .8,149.4 24 -284.3 313.7 -5,544.0 -5,828.4 5,259.7 5 23- -361.3 -427.7 644.8 283.5 -1,006.1 24 -331.5 348.2 4,053.5 3,722.0 -4,385.0 6 23 -111.7 7217.2 -2,168.1 -2,279.7 2,056.4 24 -89.3 181.8 -415.1 -504.4 325.8 7 23 172.8 37.0 -5,.182.4 -5,009.5 5,355.2 24 184.5 -19.7 -5,431.6 -5,247.1 5,616.1 29 1 22 -778.0 -534.8 -12,601.5 -13,379.5_ 11,823.5 23 -732.2 462.8 -7,739.3 -8,471.6 7,007.1 2 22 328.7 173.4 -4,103.9 -3,775.3 4,432.6 23 330.3 -122.3 -5,545.1 -5,214.8 5,875.4 3 22 49.8 -18.5 -8,630.1 -8,580.4 8,679.9 23 67.8 43.8 -8,326.4 -8,258.7 8,394.2 4 22 -406.3 -305.7 -11,303.7 -11,710.0 10,897.4 23 -372.0 278.5 -8,456.1 -8,828.1 8,084.1 5 22 -487.3 -416.2 -3,061.2 -3,548.5 2,573.9 23 -441.6 344.2 644.8 203.2 -1,086.3 6 22 -188.3 -216.8 -4,148.5 -4,336.8 3,960.2 23 -154.0 189.6 -2,168.1 -2,322.0 2,014.1 7 22 158.8 26.0 -5,052.5 -4,893.8 5,211.3 23 176.8 -.6 -5,182.4 -5,005.6 5,359.2 30 1 21 -944.9 -394.5 -16,933.3 -17,878.2 15,988-4- 22 -882.7 334.8 -12,601.5 -13,484.2 11,718.8 2 21 357.7 153.2 -2,657.1 -2,299.4 3,014.8 3 22 360.4 -90.4 -4,103.9 -3,743.5 4,464.4 21 19.3 12.0 -8,735.8 -8,716.5 8,755.1 ,l E Linear Elastic analysis results Str No. 22 ` R`a -IE5 10 Apr 97 09:26 am Page 9 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 22 44.0 29.8 -8,630.1 -8,586.2 8,674.1 4 21 -513.9 -212.6 -13,757.3 -14,271.2 13,243.4 22 -467.3 200.5 -11,303.7 -11,771.0 10,836.5 5 21 -634.4 -348.3 -6,844.2 -7,478.6 6,209.8 22 -572.2 288.6 -3,061.2 -3,633.4 2,489.0 6 21 -281.0 -177.9 -6,190.4 -6,471.5 5,909.4 22 -234.4 165.8 -4,148.5 -4,382.9 3,914.1 7 21 135.7 29.3 -4,952.4 -4,816.7 5,088.1 22 160.4 12.4 -5,052.5 -4,892.1 5,212.9 31 1 21 -1,005.4 -194.1 16,933.3 15,927.9 -17,938.7 35 -1,008.7 196.2 18,735.6 17,726.9 -19,744.3 2 21 381.4 77.2 2,657.1 3,038.5 -2,275.7 35 378.9 -111.6 1,784.7 2,163.6 -1,405.8 3 21 21.3 7.8 8,735.8 8,757.1 -8,714.5 35 18.8 -42.2 8,505.0 8,523.8 -8,486.2 4 21 -546.4 -103.6 13,757.3 13,210.9 -14,303.7 35 -548.9 87.2 14,638.5 14,089.6 -15,187.4 5 21 -692.0 -212.0 6,844.2 6,152.2 -7,536.2 35 -695.3 214.1 8,812.0 8,116.8 -9,507.3 6 21 -311.3 -117.0 6,190.4 5,879.1 -6,501.8 35 -313.8 100.6 7,195.8 6,882.0 -7,509.6 7 21` 138.9 1.1 4,952.4 5,091.3 -4,813.6 35 136.4 -35.5 4,783.7 4,920.0 -4,647.3 32 1 35 -1,027.5 -10.2 18,735.6 17,708.1 -19,763.2 36 -1,030.7 11.5 18,823.3 17,792.6 -19,854.0 2 35 392.9 41.2 1,784.7 2,177.6 -1,391.8 36 390.5 -71.6 1,329.2 1,719.7 -938.7 3 35 26.2 38.1 8,505.0 8,531.2 -8,478.8 36 23.8 -68.6 8,074.4 8,098.2 -8,050.6 4 35 -555.6 13.7 14,638.5 14,082.9 -15,194.1 36 -558.0 -28.4 14,468.6 13,910.6 -15,026.6 5 35 -722.5 -84.6 8,812.0 8,089.5 -9,534.6 36 -725.7 85.9 9,500.5 8,774.8 -10,226.2 6 35 -326.8 -42.1 7,195.8 6,869.0 -7,522.7 36 -329.2 27.4 7,476.5 7,147.3 -7,805.7 7 35 140.5 10.2 4,783.7 4,924.2 -4,643.1 36 138.2 -40.7 4,578.4 4,716.5 -4,440.2 33 1 20 -977.9 339.0 -15,214.5 -16,192.3 14,236.6 36 -973.4 -339.2 -18,823.3 -19,796.7 17,849.9 2 20 388.3 -23.9 -1,803.3 -1,415.0 2,191.5 36 391.6 65.2 -1,329.2 -937.5 1,720.8 3 20 42.3 97.7 -7,254.4 -7,212.1 7,296.7 36 45.7 -56.4 -8,074.4 -8,028.8 8,120.1 4 20 -518.5 .236.8 -12,058.2 -12,576.7 11,539.6 36 -515.2 -216.2 -14,468.6 -14,983.8 13,953.4 5 20 -716.2 165.5 -7,738.5 -8,454.7 7,022.2 :SIE Linear Elastic analysis results Str No. 22 .. R-IUvIE5 10 Apr 97 09:26 am Page 10 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. ,oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 36 -711.8 -165.6 -9,500.5 -10,212.2 8,788.7 6 20 -322.3 106.6 -6,451.1 -6,773.5 6,128.8 36 -319.0 -86.0 -7,476.5 -7,795.4 7,157.5 7 20 140.4 32.6 -4,450.9 -4,310.5 4,591.3 36 143.8 8.7 -4,578.4 -4,434.6 4,722.1 34 1 19 -970.1 369.8 -12,171.6 -13,141.7 11,201.5 20 -966.6 -369.8 -15,214.5 -16,181.1 14,247.8 2 19 384.7 -4.2 -1,969.4 -1,584.7 2,354.1 20 387.3 36.2 -1,803.3 -1,416.0 2,190.6 3 19 42.8 128.3 -6,330.3 -6,287.5 6,373.0 20 45.4 -96.3 -7,254.4 -7,209.0 7,299.7 4 19 -513.4 269.1 -9,909.9 -10.,423.3 9,396.5 20 -510.8 -253.1 -12,058.2 -12,568.9 11,547.4 5 19 -714.1 188.1 -6,190.8 -6,904.9 5,476.7 20 -710.6 -188.1 -7,738.5 -8,449.1 7,027.8 6 19 -321.4 132.8 -5,424.3 -5,745.7 5,102.9 20 -318.8 -116.8 -6,451.1 -6;769.9 6,132.4 7 19 138.8 60.2 -4,087.4 -3,948.7 4,226.2 20 141.4 -28.2 -4,450.9 -4,309.5 4,59242 'S 1 18 -977.0 369.8 -6,085.8 -7,062.8 5,108.7 19- -970.1 -369.8 -12,171.6 -13,141.7 11,201.5 2 18 379.5 59.8 -1,511.4 -1,132.0 1,890.9 19 384.7 4.2 -1,969.4 -1,584.7 2,354.1 3 18 37.5 192.3 -3,691.9 -3,654.3 3,729.4 19 42.8 -128.3 -6,330.3 -6,287.5 .6,373.0 4 18 -518.6 301.1 -5,218.3. -5,736.9 4,699.7 19 -513.4 -269.1 -9,909.9 -10,423.3 9,396.5 5 18 -721.1 188.1 -3,095.4 -3,816.4 2,374.3 19 -714.1 -188.1 -6,190.8 -6,904.9 5,476.7 6 18 -326.6 164.8 -2,975.5 -3,302.1 2,648.9 19 -321.4 -132.8 -5,424.3 -5,745.7 5,102.9 7 18 133.5 124.2 -2,570.5 -2,436.9 2,704.0 19 138.8 -60.2 -4,087.4 -3,948.7 4,226.2 36 1 17 -984.0 369.8 0.0 -984.0 -984.0 18 -977.0 -369.8 -6,085.8 -7,062.8 5,108.7 2 17 374.3 123.9 0.0 374.3 374.3 18 379.5 -59.8 -1,511.4 -1,132.0 1,890.9 3 17 32.3 256.4 0.0 32.3 32.3 18 37.5 -192.3 -3,691.9 -3,654.3 3,729.4 4 17 -523.8 333.1 0.0 -523.8 -523.8 18 -518.6 -301.1 -5,218.3 -5,736.9 4,699.7 5 17 -728.0 188.1 0.0 -728.0 -728.0 18 -721.1 -188.1 -3,095.4 -3,816.4 2,374.3 6 17 -331.8 196.8 0.0 -331.8 -331.8 18 -326.6 -164.8 -2,975.5 -3,302.1 2,648.9 7 17 128.3 188.2 0.0 128.3 128.3 ME Linear Elastic analysis results Str No. 22 _ rc,1,4E5 10 Apr 97 09:26 am Page 11 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 18 133.5 -124.2 2,570.5 -2,436.9 2,704.0 Totes: Axial stress is positive for tension. Shear stress is positive for positive shear. s. Bending stress is for top of member. -Bending stress is positive for tension. Top Normal stress = Axial + Bending. Bottom Normal stress = Axial - Bending. SIE Linear Elastic analysis results __.11 1E5 Page 12 Str No. 22 10 Apr 97 09:26. am Department of Development Services Building Division 7 County Center Drive - Oroville, CA 95965 (530) 538-7541 (530) 538-2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATEMENT OF USE Plan review will not be started until this form is completed, signed by the property owner, and returned to the Butte County Building Division. Attached Accessory Buildings and Additions will be checked for residential use. Exception: Garages and Carports. Owner: )f, YIN Phone: -53 0 — Mailing Address &� L7 L,$44 PINES Site Address: 5.4116 Assessor's Parcel Number: 406;-5' 110 O &IS 000 Zone: Please answer questions 1-16, and explain any yes answers for questions 2-14 in the space provided on page 2 of this form GENERAL LNFORMATI0N: 1. Is there dwelling Yes ff"No ❑ a primary on the property? _ 2. Is the structure already built, under construction, or under notice.of code violation? Yes ❑ No 3. Will items produced in this building be offered for sale? Yes ❑ No [ 4. Will the public have access to this building? Yes ❑ No ®/ 5. Will any advertising, on or off site, be associated with the use of this building? Yes ❑ No G91 SITE CONDITIONS: 6. Is the structure foundation within 5' of septic tank or 10' of leach lines? Yes ❑ No 7. Is any portion of the structure located closer than 20' to your front property line? Yes ❑ No [" S. Do you plan to add a driveway or modify existing access to a county maintained road? Yes ❑ No 9�_ 9. Will the proposed structure encroach within any recorded easement? Yes ❑ No R' CONSTRUCTION FEATURES: 10. Will this building have insulated floor, walls, or ceiling? Yes ❑ No 9" 11. Will this building be heated or cooled? Yes ❑ No [t� 12. Will this building have a water closet/toilet? Yes ❑ No [jY 13. Will this building have a sink? Yes ❑ No GY 14. Will this building have a water heater? Yes ❑ No 15. What type of floor covering will the building have? - 16. What type of wall covering will the building have? 1 of 2 PROPOSED USE: (check only one box) 1. ❑ Residential Storage Shed — I will be storing in this building and it will no be used for any other purpose (no bathroom and no heating or cooling). 2. DQ Private Garage —'*A building or a portion of a building not more that 1,000 square feet (3,000 by ex tion) in area in which only motor vehicles used by tenants of the building or buildings on the premises are stored or kept." A garage door is required. 3. ❑ Residential Carport — A covered structure intended for parking of vehicles. Two or more sides must be entirely open. 4. ❑ Residential Occupancy — Structures meant to be occupied, as opposed to a storage shed, garage, or carport If you checked #4, please check the uses below which best fit this building. ❑ GuestHouse ❑ Pool House ❑ Studio Apartment ❑ In-law quarters ❑ Recreation Room ❑ Game Room ❑ Study ❑ Library ❑ Bonus Room ❑ Playroom ❑ Den ❑ Studio ❑ Artist Studio ❑ Hobby Room ❑ Craft Room ❑ Sewing Room ❑ Canning Kitchen ❑ Music Room ❑ Family Room ❑ Sun Room ❑ Private Office ❑ Workshop' ❑ Home Occupancy 2 ❑ Other — Use = 1. Dc=nbe type or Wadzhop 2. Mum be approved by the Sulu Couuy Plwc&g Division Explanations: This area is for explanation of any "yes" answers on questions 2-14. Please indicate the question number before the explanation. Additional Information: Plan review will not be started until this form is completed and received. A Plans Examiner will contact the owner with specific requirements per the use indicated. I hearby affirm under penalty of perjury that the above information is true and correct. I understand that any changes to the use, or character of use, of this building will require permits from the permitting authority. I understand that Real Estate Disclosure laws require disclosure of this information if or when the property is offered for sale. O,wner's Name: Please Print Owner's Signature: �r�✓�� Date:"® 2 of 2 • CALCULATIONS FOR: ROBERT WING MODEL: P25-13 22 GA LOCATION: MAGALIA, CA DATE: 03 Z 6 September 18, 2003 BUTTE COUNTY BUILDING BU6LDiNG DEPARTMENT CODE: APPROVED / 0// 1997 UBC & 2001 CBC PREPARED BY: JAMES LICHTY, A.I.A. MASLAN & LICHTY ASS KANSAS CITY, MISSOU CALCULATION FOR: P 25 X 13 • STEEL: Fy = 50 KSI GAGE = 22 J -PANELS & VERTICALS 22 ROOF PANELS APPLIED LOADS: DEAD LOAD = SEL _ vl LIVE LOAD = 41 PSF WIND LOAD = MPH EXP. C LOADS TO STRUCTURE: DEAD LOAD = SELF WEIGHT LIVE LOAD = 2'-0" * LL=::i:::$2:::i:: P S F ............ WIND LOAD = qs*Ce*Cq*I qs= 0.00256*(WIND SPEED)^2*(h/33)^(2/7) Ce= 0.8 WINDWARD • 0.7 UPLIFT 0.5 LEEWARD qs Ce (PSF) PLF WINDWARD = 40.12 * .8 UPLIFT = 40.12 * .7 LEEWARD = 40.12 * .5 LOAD COMBINATIONS: 1. DL + LL 2. DL + WL 3. DL+LL+WL/2 4. DL + LL/2 + WL 5. DL + UNBALANCED 6. DL + UNBALANCED + WL/2 7. DL + UNBALANCED/2 + WL REACTIONS: Cq I L (FT) * 1.06 * 1 * 2 = * 1.06 * 1 * 2 = * 1.06 * 1 * 2 = VERTICAL= 0.994 KIPS DOWNWARD VERTICAL= 0.702 KIPS UPLIFT OHORIZONTAL= 0.739 KIPS INWARD 22 GA. PANEL WIDTH= 2' i" � v v� 250° S0 2 Doo �s Cq= 1.06 1= 1 L= WIDTH OF PANEL ................................. i i X8:04€ ................................. PLF ................ ................................. i 59.<53 ................................. PLF ................ ::.::.::::. .:42.52:::::::: ............ PLF CALCULATION FOR: P 25 X 13 ANALYSIS OF RESULTS: CHECK STRESS: MEMBER # 4 HAS THE HIGHEST STRESS BASED ON THE COMPUTER PRINTOUT. TOP NORMAL STRESS = 20447 PSI ALLOWABLE STRESS = 30000 PSI =.6*50,000 CHECK AXIAL FORCE AND BENDING: MEMBER # 5 HAS THE GREATEST LOAD BASED ON THE COMPUTER PRINTOUT. AXIAL LOAD = 1.038 KIPS BENDING MOMENT = . 2.3 FT -KIPS fa= AXIAL = 1.038 = 1.03 KSI AREA 1.0098 fb= BENDING*12 = 27.6 = 18.74 KSI Sx 1.4728 fa + fb = 19.7677 = 0.65892 < 1.0 0.6*Fy 30 CHECK DEFLECTION: JOINT # 33 HAS THE GREATEST DEFLECTION BASED ON THE COMPUTER PRINTOUT. = 0.87 in. ALLOWABLE A = 2 in. CHECK SEISMIC: ASSUME ZONE 4 /Na=1.0 Ca= 0.44* Na V = (3.0*Ca *W) / R V= (3.0*0.44*W)/7.0 V = 0.1886*W V= 187 # < • W = 994 # 22 GA. rwa 111111120a 739 # THEREFORE, WINDGOVERNS Co1�1 * CALCULATION FOR: P 25 X 13 FOUNDATION DESIGN: ASSUME SOIL BEARING CAPACITY OF 1,000 PSI. VERTICAL LOAD = 994 # PER SECTION SECTION WIDTH = 2 FT THEREFORE, LOAD TO THE FOOTING IS = FOOTING WIDTH = 22 in. SOIL BEARING PRESSURE = 497 = 497 PLF 22 GA. 271 PSF < %900 PSF WEIGHT OF FOOTING AND SLAB = 327 +150 477 PLF UPLIFT = 702 351 PLF < 477 PLF • OK OK • w �1 • • pzsx�� zti�-A: 50.r/V T .10 1.- 1-0.4,0 G A5 F : OL t WL 70 Z,/2 X . 7� = z6 `f PGi 7 3W x, 7s ; 7--77P4F � P. i�rz PAF IPz = i 19 PAF Py Pj W - 327 AGF 1 ; 1 �► GAPA(-IT y OF # 6 T.765 ;r V g" X7" Ce vc�2gTE- PG el, 0xIz>(z0)Z 58.3 KST'S1/z x g') • 3. K �t F, <cev-G, j y) 2-77 FLF .'. NO OVER GHC-GK UPt F r 16t f 0-5F � 3 z 7 Ps F D K d. = 3Z7- z64 _ 3Y p5 ;:r L 1 000 P5r- 1,833 C1,$33 05E: F6orr16- ,4 5 5HOwN ABOVE W1 06 *rt -S 7We-AS1F,9 Iry 9;"K7" o f GO/vC R E T OR IN 1�," 54h e EE 5lg6C7- ::Z QF 2 FOQ a� Ti�sGl ��Trorvs A -A �-8 -8' rNG- joad Combination Results Joint Load Stephen P. Maslan & Co. Y -Reaction Z -Reaction DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C (K -ft) 1 P25-13 22 GA. .994 0.000 *** SUPPORT REACTIONS *** -.527 woad Case Results 3 -.421 -.182 Joint Load X -Reaction Y -Reaction Z -Reaction Number Case (kips) (kips) (K -ft) 1 1 .017 .073 0.000 0.000 2 .357 .921 0.000 0.000 3 -.756 -.775 0.000 0.000 4 .173 .240 0.000 17 1 -.017 .073 0.000 0.000' 2 -.357 .921 0.000 0.000 3 -.150 -.577 0.000 0.000 4 -.173 .662 0.000 joad Combination Results Joint Load X -Reaction Y -Reaction Z -Reaction Number Combination (kips) (kips) (K -ft) 1 1 .373 .994 0.000 2 -.554 -.527 0.000 3 -.421 -.182 0.000 4 -.003 .455 0.000 5 .190 .313 0.000 6 -.141 -.056 0.000 • 7 -.489 -.437 0.000 17 1 -.373 .994 0.000 2 -.125 -.378 0.000 3 -.259 -.033 0.000' 4 -.336 .529 0.000 5 -.190 .735 0.000 6 -.199 .335 0.000 7 -.190 -.130 0.000 votes: 1. Positive X -reactions act in the positive global X direction. 2. Positive Y -reactions act in the positive global Y direction. 3. Positive Z -reactions act counter -clockwise. DE Linear Elastic analysis results IME 5 Page 1 Str No. 22 10 Apr 97 09:25 am • • D F, . z m h � w v o N x � C y y N � � W � O I' O `'1 .,C W _ o :- A:- c � R N C3 N W LLJ n A � b IN o CA N c O r � • No. 5505 Engineer's Computation Pad D F, . z m h � w v N x o � r"n O �-0 �-j ► ► I' O `'1 .,C W _ :- A:- rltl� At C3 N W n A � b IN o CA No. 5505 Engineer's Computation Pad F, . z m h � o � r"n O rltl� o � n A � b � • 0 • • 0 m • :7 CALCULATIONS FOR: THICKNESS = 0.0336 in. 22 GAGE PANEL 24 1/2" d� 11 II Ln I 1/2'-,L-7 3/4" L i 1/2" L -T 3/4" d) N /2" ELEMENT = A * X = NUMBER WIDTH DEPTH AREA X A * X A * X^2 Io 14.5175 in. in. (in .^2 in. (in .^3 in.^4 (in ."4 1 7.5 0.0336 0.2520 0.0168 0.00423 0.0000711245 0.0000237082 2 0.75 0.0336 0.0504 7.1082 0.35825 2.5465359649 0.0000047416 2 10.5275 0.0336 0.7074 3.5625 2.52028 8.9785099688 2.9928368500 -I.vvuo /-.00ZO 11.5145UtJ 2.9930 X = A * X = 2.8545 in. AREA Ix = A * X^2 + to = 14.5175 in^4 1 = Ix - A * x^2 = 6.289 in^4 S1 = I = 1.4728 in^3 4.2704 S2 = 1 = 2.2032 in^3 2.8546 r �J CALCULATIONS FOR: THICKNESS = 0.0336 in. �i�h, ANA �P III 0.0168" 0.0" 22 GAUGE ENDWALL PANEL ENDNALL PANEL SEGTION 22 GA THIGKNE55= .0336 in ELEMENT = A . Y = MEMBER NUMBER WIDTH (b) DEPTH AREA Y A' Y A' Y"2 Io in^4 (#) in. in. (in A2) in. (in ."3) (in.^4) ((in A4) 1 2 0.75 0.0336 0.0504 3.1082 0.15665 0.4869097249 0.0000023708 2 2 2 0.0336 0.1344 3.4832 0.46814 1.6306324931 0.0000126444 3 2 6.5 0.0336 0.4368 1.7500 0.76440 1.3377000000 0.0000410941 4 ci inn 1 4.5 0.0336 1 0.1512 -, 0.0168 0.00254 0.0000426747 2.9928368500 Yb = A . Y = 1.8009 in. AREA Ix = A " Y^2 + Io = 6.4482 in^4 = Ix - A " Yb^2 = 3.942 in^4 S1 = I = 2.3199 in^3 3.5 - Yb S2 = 1 = 2.1888 in^3 1.8009 1.0a i i s.45b3 2.9929 Stephen P. Maslan & Co. . DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** INITIALIZING DATA *** Job Description: DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C Frame Description: P25-13 22 GA. Structure Parameters Analysis Options Members ........... 36 Linear Elastic Analysis Joints ............ 37 Imperial Units Springs ........... 0 Bandwidth Optimization Sections .......... 3 Load Case 1 specified as self -weight Materials ......... 1 Load Cases ........ 4 Load Combinations . 7 User Name: HFRAME5 Stephen P. Maslan & Co. 8011 Paseo suite 201 Kansas City, Mo. 64131 P -FRAME 1.06 (c) Copyright 1982 - 1990 Softek Services Ltd. Head Office: 2034 West 12th Avenue, Suite 2 Vancouver, B.C. V6J 2G2 Canada Phone: (604)732-3763 Fax: (604)732-8467 Softek assumes no responsibility for the accuracy, validity or applicability of the results of P -FRAME. 1E Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:25 am Page 1 ote: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' "E Linear Elastic analysis results r EMWE 5 Page 2 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT, LL=41 PSF,WL=143 MPH EXP C 0 P25-13 22 GA. *** JOINT DATA *** Joint number X - coord. Y - coord. (feet) (feet) X - Degree Y - Degree Z - Degree of Freedom of Freedom of Freedom 1 2 0 0 0 0 0 1 3 0 2 4 1 1 1 1 4 0 5.417 1 1 1 1 1 5 1 8.1563 1 1 1 6 2 9.1979 1 1 1 7 3 9.8333 1 1 1 8 4 10.2083 1 1 1 9 5 10.5729 1 1 1 10 6 10.9479 1 1 1 11 7 11.3125 1 1 1 12 8 11.6771 1 1 1 13 9 12.0417 1 1 1 14 10 12.4063 1 1 1 15 11 12.7396 1 1 1 16 12 12.8646 1 1 1 17 24.4583 0 0 0 1 18 24.4583 2 1 1 1 19 24.4583 4 1 1 1 20 24.4583 5 1 1 1 2 23.4583 8.1563 1 1 1 22.4583 9.1979 1 1 1 21.4583 9.8333 1 1 1 24 20.4583 10.2083 1 1 1 25 19.4583 10.5729 1 1 1 26 18.4583 10.9479 1 1 1 27 17.4583 11.3125 1 1 1 28 16.4583 11.6771 1 1 1 29 15.4583 12.0417 1 1 1 30 14.4583 12.4063 1 1 1 31 13.4583 12.7396 1 1 1 32 12.2292 12.875 1 1 1 33 .4034 7.2052 1 1 1 34 .041 6.2929 1 1 1 35 24.0549 7.2052 1 1 1 36 24.417-3 6.2929 1 1 1 37 12.4583 12.8646 1 1 1 ote: Degree of Freedom: 0=restrained 1=free j=coupled to joint 'j' "E Linear Elastic analysis results r EMWE 5 Page 2 Str No. 22 10 Apr 97 09:25 am >ec X -sectional To. Area (in2) 1 1.0098 2 1.1902 3 1.5528 Sec. Database To. Code Name 1 22 gage 2 20 gage 3 18 gage Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** SECTION PROPERTY DATA *** Mom. Inertia (in4) 6.289 7.4049 9.63198 Shear Area (in2) 1.0098 1.1902 1.5508 Section Mod (in3) 1.4728 1.734 2.2565 Plastic Moment Capacity (K -ft) 0 0 0 totes: Non -zero Cross-sectional Area and Moment of Inertia are mandatory. For non -zero Shear Area, shear stresses are calculated. For non -zero Shear Area and Shear Modulus, secondary deflections due to shear are included (linear elastic analysis only). For non -zero Elastic Section Modulus (S), stresses are calculated. Non -zero Plastic Moment Capacity is mandatory for plastic analysis. -------------------------------------------------------------------------- *** MATERIAL PROPERTY DATA *** aterial Youngmod Shearmod Density Coeff Exp Fy Yield :umber (ksi) (ksi) (K/ft3) (/F*1.E-6) (ksi) 1 29000 12000 .5 6.5 50 otes: Elastic Modulus (Young's Modulus) is mandatory. For non -zero Shear Modulus and Shear Area, secondary deflections due to shear are included (linear elastic analysis only). Non -zero density is required if self -weight is specified and member weight is to be considered (linear elastic and plastic analysis). Non -zero Thermal Coefficient of Expansion is required for thermal loads. (linear elastic and plastic analysis) Non -zero Yield Stress is mandatory for plastic analysis. :AWE Linear Elastic analysis results " 5 Page 3 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C 0 P25-13 22 GA. *** MEMBER CONNECTIVITY DATA *** Zember Lower Greater Section Material Lower Greater Attribute Length dumber Joint Joint Number Number End Type End Type Type (ft) 1 1 2 1 1 1 1 1 2. 2 2 3 1 1 1 1 1 2. 3 3 4 1 1 l 1 1 1.417 4 4 34 1 1 1 1 1 .8769 5 33 34 1 1 1 1 1 .9816 6 5 33 1 1 1 1 1 1.1227 7 5 6 1 1 1 1 1 1.4439 8 6 7 1 1 1 1 1 1.1848 9 7 8 1 1 1 1 1 1.0680 10 8 9 1 1 1 1 1 1.0644 11 9 10 1 1 1 1 1 1.0680 12 10 11 1 1 1 1 1 1.0644 13 11 12 1 1 1 1 1 1.0644 14 12 13 1 1 1 1 1 1.0644 15 13 14 1 1 1 1 1 1.0644 16 14 15 1 1 1 1 1 1.0541 17 15 16 1 1 1 1 1 1.0078 18 16 32 1 1 1 1 1 .2294 19 32 37 1 1 1 1 1 .2293 20 31 37 1 1 1 1 1 1.0078 30 31 1 1 1 1 1 1.0541 29 30 1 1 1 1 1 1.0644 23 28 29 1 1 1 1 1 1.0644 24 27 28 1 1 1 1 1 1.0644 25 26 27 1 1 1 1 1 1.0644 26 25 26 1 1 1 1 1 1.0680 27 24 25 1 1 1 1 1 1.0644 28 23 24 1 1 1 1 1 1.0680 29 22 23 1 1 1 1 1 1.1848 30 21 22 1 1 1 1 1 1.4439 31 21 35 1 1 1 1 1 1.1227 32 35 36 1 1 1 1 l .9816 33 20 36 1 1 1 1 1 1.2935 34 19 20 1 1 1 1 1 1. 35 18 19 1 1 1 1 1 2. 36 17 18 1 1 1 1 1 2. Dotes: L. Member End Types: 1=fixed (rigid connection) 0=pinned (pinned connection) ?. Attribute Type 0 indicates that the member has been deleted. E Linear Elastic analysis results .r' E 5 Page 4 Str No. 22 10 Apr 97 09:25 am Tote: Load Case 1 specified as self -weight. Joint and Member load data for Load Case 1 is ignored. Self -weight is automatically calulated. *** MEMBER LOAD DATA *** .oad case 2 - member distributed loads zec Mem Sloped UDL Prod. UDL Local UDL Local UDL Triangular Thermal To. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 1 7 0 Stephen P. Maslan & Co. 0 0 DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C 0 -.082 P25-13 22 GA. 0 0 *** LOAD INITIALIZING DATA *** Load # loaded # support # loaded describe :ase joints settlemnts members load case 1 0 0 0 SELF WEIGHT 2 0 0 24 - LIVE LOAD 3 0 0 36 WIND LOAD 4 0 0 11 SNOW DRIFT Tote: Load Case 1 specified as self -weight. Joint and Member load data for Load Case 1 is ignored. Self -weight is automatically calulated. *** MEMBER LOAD DATA *** .oad case 2 - member distributed loads zec Mem Sloped UDL Prod. UDL Local UDL Local UDL Triangular Thermal To. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 1 7 0 -.082 0 0 0 0 2 8 0 -.082 0 0 0 0 3 9 0 -.082 0 0 0 0 4 10 0 -.082 0 0 0 0 1 0 -.082 0 0 0 0 0 2 0 -.082 0 0 0 0 7 13 0 -.082 0 0 0 0 8 14 0 -.082 0 0 0 0 9 15 0 -.082 0 0 0 0 10 16 0 -.082 0 0 0 0 11 17 0 -.082 0 0 0 0 12 18 0 -.082 0 0 0 0 13 19 0 -.082 0 0 0 0 14 20 0 -.082 0 0 0 0 15 21 0 -.082 0 0 0 0 16 22 0 -.082 0 0 0 0 17 23 0 -.082 0 0 0 0 18 24 0 -.082 0 0 0 0 19 25 0 -.082 0 0 0 0 20 26 0 -.082 0 0 0 0 21 27 0 -.082 0 0 0 0 22 28 0 -.082 0 0 0 0 23 29 0 -.082 0 0 0 0 24 30 0 -.082 0 0 0 0 oad case 3 - member distributed loads ec Mem o. No. Sloped UDL K/ft Prod. UDL Local UDL Local UDL Triangular Thermal slope K/ft horiz k/ft perp K/ft parll K/ft Q GJ Change (F), 1 8 0 0 2 9 0 0 .061 0 .061 0 -?WE Linear Elastic analysis results t2� 5 Page 5 0 0 0 0 Str No. 22 10 Apr 97 .09:25 am Stephen P. Maslan & Co. Load case 4 - member distributed loads Zec Mem DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C Local UDL 0 Thermal Jo. No. P25-13 22 GA. k/ft perp K/ft parll Load case 3 - member distributed loads -.082 0 0 tec Mem Sloped UDL Prod. UDL Local UDL Local UDL Triangular Thermal Jo. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 3 10 0 0 .061 0 0 0 4 11 0 0 .061 0 0 0 5 12 0 0 .061 0 0 0 6 13 0 0 .061 0 0 0 7 14 0 0 .061 0 0 0 8 15 0 0 .061 0 0 0 9 16 0 0 .061 0 0 0' 10 17. 0 0 .061 0 0 0 11 18 0 0 .061 0 0 0 12 19 0 0 .061 0 0 0 13 20 0 0 -.061 0 0 0 14 21 0 0 -.061 0 0 0 15 22 0 0 -.061 0 0 0 16 23 0 0 -.061 0 0 0 17 24 0 0 -.061 0 0 0 18 25 0 0 -.061 0 0 0 19 26 0 0 -.061 0 0 0 20 27 0 0 -.061 0 0 0 21 28 0 0 -.061 0 0 0 22 29 0 0 -.061 0 0 0 23 7 0 0 .0'69 0 0 0 20 6 0 0 .069 0 0 0 5 0 0 .069 0 0 0 4 0 0 -.069 0 0 0 27 3 0 0 -.069 0 0 0 28 2 0 0 -.069 0 0 0 29 1 0 0 -.069 0 0 0 30 36 0 0 -.0431 0 0 0 31 35 0 0 -.0431 0 0 0 32 34 0 0 -.0431 0 0 0 33 33 0 0 -.0431 0 0 0 34 32 0 0 .0431 0 0 0 35 30 0 0 -.061 0 0 0 36 31 0 0 .0431 0 0 0 Load case 4 - member distributed loads Zec Mem Sloped UDL Prod. UDL --L-O-c-aI UDL Local UDL Triangular Thermal Jo. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 1 20 0 -.082 0 0 0 0 2 21 0 -.082 0 0 0 0 3 22 0 -.082 0 0 0 0 4 23 0 -.082 0 0 0 0 5 24 0 -.082 0 0 0 0 6 25 0 -.082 0 0 0 0 7 26 0 -.082 0 0 0 0 8 27 0 -.082 0 0 0 0 9 28 0 -.082 0 0 0 0 10 29 0 -.082 0 0 0 0 WE Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:25 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. _oa case 4 - member distributed loads tec Mem Sloped UDL Prod. UDL Local UDL Local UDL . Triangular Thermal To. No. K/ft slope K/ft horiz k/ft perp K/ft parll K/ft @ GJ Change (F) 11 30 0 -.082 0 0 0 0 totes: 0 For Fully Distributed loads and Point Loads: - Sloped UDL, Projected UDL & Point Lds act in the global coordinate system. - Local Perpendicular, Local Parallel, Triangular Loads act in the local member coordinate system. - Triangular Loads are 0 at the lower joint with the magnitude specified at the greater joint. 0 For Partial load orientation: 1 Global X projected ld, 2 = Global Y projected ld, 3 = Global X lateral ld 4 = Global Y gravity ld, 5 = Local y Perp ld, 6 = local x tangential ld *** LOAD COMBINATION DATA *** ,oad Load Comb Load Comb Load Comb Load Comb Load Comb Load Comb .omb Case Fact Case Fact Case Fact Case Fact Case Fact Case Fact 1 1 1 2 1 2 1 .75 3 .75 1 .75 2 .375 3 .75 1 .75 2 .75 3 .375 5 1 1 4 1 6 1 .75 3 .375 4 .75 7 1 .75 3 .75 4 .375 E Linear Elastic analysis results 5 Page 7 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. • DL=STEEL WEIGHT,LL=41 P25-13 PSF,WL=143 MPH 22 GA. EXP C *** JOINT DISPLACEMENTS *** .joad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 1 1 0.00000 0.00000 .00622 2 0.00000 0.00000 -.01318 3 0.00000 0.00000 -.01095 4 0.00000 0.00000 -.00203 5 0.00000 0.00000 .00590 6 0.00000 0.00000 -.00227 7 0.00000 0.00000 -.01107 2 1 -.14532 -.00081 .00563 2 .31073 .00043 -.01236 3 •25862 .00015 -.01034 4 .04876 -.00037 -.00205 5 -.13968 -.00025 .00560 6 .05300 .00005 -.00207 7 .26074 .00036 -.01035 3 1 -.26234 -.00162 .00386 2 .58380 .00087 -.01012 3 .48974 .00031 -.00873 • 4 5 .09946 -.26496 -.00074 -.00050 -.00223 .00470 6 .09749 .00010 -.00159 7 .48876 .00072 -.00842 4 1 -.31265 -.00218 .00189 2 .73765 .00119 -.00784 3 .62553 .00042 -.00716 4 .13946 -.00099 -.00253 5 -.33714 -.00067 .00370 6 .12109 .00014 -.00117 7 .61634 .00099 -.00648 5 1 -.29275 -.02206 -.00333 2 .90709 -.04795 -.00226 3 .80206 -.05582 -.00345 4 .23874 -.04012 -.00357 5 -.41596 .02167 .00088 6 .14633 -.00732 -.00041 7 .75586 -.03942 -.00187 6 1 -.23761 -.07576 -.00539 2 •92042 -.06032 .00004 3 .83516 -.08744 -.00190 4 •28585 -.08569 -.00394 5 -.41824 .02359 -.00051 6 .15038 -.01118 -.00028 7 .76743 -.05019 -.00007 Linear Elastic analysis results 5 Str No. 22 _,*E 10 Apr 97 09:25 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. Load Combination Results Joint Number Load Combination X-Displ. (in) Y-Displ. Rotation (in) (rad) 7 1 -•19172 -.14866 -.00655 2 .91413 -.05001 3 .84533 -.10328 .00154 -.00081 4 5 .31637 -.13402 -.00404 6 -.41035 .01090 -.00154 7 .15240 -.01435 -.00028 .76334 -.04344 .00107 8 1 -.16088 -.23167 -.00709 2 3 .90479 -.02460 .00256 .84705 -.10766 4 5 .33433 -.18223 .00002 -.00392 6 -.40164 -.01268 -.00232 7 .15376 -.01799 -.00035 .75676 -.02553 .00181 9 1 2 -.12962 -.31813 -.00715 3 .89198 .01099 .00326 .84546 -.10308 4 5 .35086 -.22788 .00069 -.00362 6 -.39013 -.04459 -.00293 !. 7 .15548 -.02272 -.00045 .74777 -.00051 .00227 10 1 -.09816 -.40271 -.00680 2 .87635 .05316 3 .84112 -.09126 .00367 4 5 .36613 -.26886 .00123 -.00316 6 -.37592 -.08281 -.00338 7 .15781 -.02893 -.00059 .73696 .02870 .00252 .11 1 -.06986 -.48101 -.00613 2 3 .85988 .09881 .00385 4 .83481 -.07371 .00165 5 .37867 -.30349 -.00257 6 -.36053 -.12538 -.00366 7 .16067_ -.03678 -.00072 .72581 .05965 .00258 12 1 2 -.04513 -.54945 -.00519 3 .84310 .14533 .00383 4 .82690 -.05176 .00197 5 .38843 -.33047 -.00189 6 -.34425 -.17037 -.00378 7 .16409 -.04616 -.00084 .71473 .09039 .00250 13 1 -.02497 -.60533 -.00406 E Linear Elastic analysis results L 5 Str No. 22 10 Apr 97 09:25 am Page 2 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. Goad Combination Results Joint Load X-Displ. Y-Displ.. Rotation Number Combination (in) (in) (rad) 2 •82678 .19058 3 .81782 -.02657 .00365 4 .39506 -.34886 .00220 -.00115 5 -•32777 -.21589 -.00375 6 .16796 -.05678 -.00092 7 .70427 .11947 .00231 14 1 -.01005 -.64680 -.00281 2 .81151 .23294 3 •80791 .00090 .00336 .00235 .4 .39838 -.35812 -.00038 5 -.31178 -.26008 -.00356 6 .17208 -.06808 -.00094 7 .69476 .14592 .00207 15 1 -.00152 -.67293 -.00153 2 .79891 .27128 3 .79836 .02986 .00300 4 .39834 -.35813 .00245 .00038 5 -.29822 -.30112 -..00322 6 .17582 -.07928 -.00089 • 16 7 1 .68710 .16928 .00181 -.00032 -.68384 -.00028 2 .79486 .30492 .00258 3 .79475 .05958 4 .39720 -.34932 .00248 .00108 5 -.29379 -.33731 -.00274 6 .17709 -.08942 -.00076 7 .68469 .18953 .00155 17 1 0.00000 0.00000 -.00621 2 0.00000 0.00000 -.00706 3 0.00000 0.00000 -.00929 4 0.00000 0.00000 -.00809 5 0.00000 0.00000 -.00039 6 0.00000 0.00000 -.00372 7 0.00000 0.00000 -.00711 18 1 .14512 -.00081 -.00562 2 .16831 .00031 -.00690 3 .22034 .00003 -.00892 4 5 .19061 -.00043 -.00757 6 .00743 -.00060 -.00009 .08734 -.00027 -.00343 7 .16871 .00011 -.00684 19 1 2 .26194 -.00162 -.00385 .32986 .00063 -.00654 IPA"E Linear Elastic analysis results 5 Str No. 22 '10 Apr 97 09:25 am Page 3 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 P25-13 PSF,WL=143 MPH 22 GA. EXP C Joad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 3 •42379 .00006 -.00793 4 .35708 -.00086 -.00610 5 .00046 -.00119 .00081 6 .16098 -.00054 -.00261 7 .32574 .00022 =.00618 20 1 .30088 -.00202 -.00253 2 .40725 .00079 -.00636 3 .51515 .00008 -.00727 4 .42436 -.00107 -.00503 5 -.01292 -.00149 .00148 6 .18901 -.00067 -.00203 7 .39748 .00028 -.00576 21 1 .29214 -.02191 .00333 2 .63813 .07312 -.00576 3 .74294. .06530 -.00457 4 .53343 .02053 -.00044 5 -.12086 -.04436 .00428 6 .22368 .00369 .00027 7 .58806 .05688 -.00421 • 22 1 .23698 -.07562 .00539 2 .70735 .13988 -.00528 3 .79240 .11280 -.00335 4 .52759 .01451 .00131 5 -.17932 -.10098 .00497 6 .21536 -.00451 .00100 7 .63628 .10329 -.00351 23 1 .19109 -.14853 .00655 2 .74556 .20031 -.00472 3 .81415 .14709 -.00237 4 .51302 -.00877 .00245 5 -.21803 -.16232 .00510 6 .20619 -.01910 .00136 7 .66073 .14192 -.00292 24 1 .16024 -.23156 .00709 2 .76535 .25345 -.00407 3 .82286 .17044 -.00153 4 .50028 -.04312 .00317 5 -.24055 -.22282 .00485 6 .19969 -.03657 .00149 7 .67257 .17371 -.00237 25 1 .12898 -.31803 .00715 2 .78142 .29791 -.00329 3 .82772 .18387 -.00073 Linear Elastic analysis results +E 5 Str No. 22 10 Apr 97 09:25 am Page 4 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C TWE Linear Elastic analysis results Str No. 22 10 Apr 97 09:25 am Page 5 P25-13 22 GA. ,oaqlCombination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 4 .48538 -.08435 .00360 5 -.26063 -.27829 .00429 6 .19317 -.05454 .00145 7 .68161 .19877 -.00180 26 1 .09752 -.40263 2 .79420 .33237 .00681 -.00242 3 .82921 .18797 .00002 4 .46868 -.12920 .00378 5 -.27814 -.32534 6 .18694 -.07123 .00347 7 .68834 .21696 .00129 -.00123 27 1 .06921_ -.48094 .00613 2 .80269 .35603 -.00151 3 .82753 .18353 .00069 4 .45214 -.17484 5 -.29119 -.36147 .00374 6 .18185 -.08524 .00249 7 .69238 .22833 .00102 -.00067 28 1 .04448 -.54940 .00519 2 .80712 .36859 -.00058 • 3 .82309 .17152 4 .43621 -.21880 .00128 5 -.29969 -.38507 .00352 6 .17809 -.09556 .00141 .00068 7 .69403 .23314 -.00014 29 1 .02431 -.60529 .00406 2 .80757 .37020 .00030 3 .81630 .15307 .00176 4 .42163 -.25902 .00313 5 -.30334 -.39535 6 •17589 -.10157 .00030 7 .69343 .23179 .00031 .00035 30 1 .00939 -.64677 2 .80427 .36153 .00281 3 .80764 .12951 .00112 4 .40903 -.29380 .00213 5 -.30219 -.39240 .00262 -.00077 6 .17535 -.10302 -.00006 7 .69080 .22490 .00078 31 1 .00085 -.67292 2 .79820 .34376 .00153 3 .79851 .10235 .00181 4 .39973 -.32188 .00236 .00203 TWE Linear Elastic analysis results Str No. 22 10 Apr 97 09:25 am Page 5 Stephen P. Maslan & Co. • DL=STEEL WEIGHT,LL=41 P25-13 PSF,WL=143 MPH EXP C 22 GA. goad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 5 -.29706 -.37720 -.00172 6 .17630 -.10009 -.00041 7 .68680 .21324 .00114 32 1 -.00034 -.68423 0.00000 2 .79457 .31188 .00247 3 .79446 .06641 .00247 4 .39704 -.34612 .00124 5 -.29347 -.34472 -.00261 6 .17719 -.09149 -.00072 7 .68453 .19372 .00149 33 1 -.31983 -.00452 -.00139 2 .86968 -.02480 -.00433 3 .75496 -.02639 -.00483 4 .20018 -.01569 -.00318 5 -.39945 .01151 .00199 6 .14046 -.00367 -.00064 7 .72510 -.02038 -.00356 34 1 -.32515 -.00196 .00039 • 2 3 .81188 -.00209 -.00277 -.00622 4 .69526 .16739 -.00246 -.00608 -.00282 5 -•37229 .00086 .00294 6 .13204 -.00035 -.00091 7 .67758 -.00171 -.00512 35 1 .31924 -.00436 .00139 2 .57086 .03071 -.00601 3 .68537 .02918 -.00551 4 .51966 .01219 -.00198 5 -.07660 -.01621 .00343 6 •22278 .00330 -.00045 7 .536.94 .02473 -.00475 36 1 .32457 -.00179 -.00039 2 .50422 .00407 -.00616 3 .62063 .00345 -.00630 4 .49024 :00074 -.00337 5 -.04376 -.00285 .00256 6 •21399 -.00005 -.00115 7 .48251 .00305 -.00519 37 1 -.00035 -.68384 .00028 2 .79491 .31855 .00236 3 .79479 .07321 .00246 4 .39720 -.34250 .00139 5 -•29381 -.35175 -.00246 AjkM-E Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:25 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results Joint Load X-Displ. Y-Displ. Rotation Number Combination (in) (in) (rad) 6 .17711 -.09344 -.00067 7 .68474 .19775 .00143 rotes: Positive X -displacements are in the positive global X direction. Positive Y -displacements are in the positive global Y direction. Positive Z -displacements are counter -clockwise. ie E Linear Elastic analysis results .. E 5 Page 7 Str No. 22 10 Apr 97 09:25 am Stephen P. Maslan & Co. `E Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:26 am Page 1 DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. *** MEMBER FORCES *** .Aoad Combination Results Zem Load Axial @ LJ Shear Q LJ BM @ LJ Axial Q GJ Shear Q GJ BM @ GJ To. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 1 .994 -.373 0.000 -.987 .373 -.747 2 -•527 .554 0.000 .532 -.451 1.005 3 -.182 .421 0.000 .187 -.317 4 .455 .003 0.000 -.449 .048 .738 -.045 5 .313 -.190 0.000 -.306 .190 -.380 6 -.056 .141 0.000 .062 -.089 7 -.437 .489 0.000 .442 -.386 .230 .875 ' 1 •987 -.373 .747 -.980 .373 -1.494 2 -.532 .451 -1.005 .537 -.347 1.804 3 -.187 .317 -.738 .192 -.214 1.268 4 .449 -.048 .045 -.444 .100 -.194 5 .306 -.190 .380 -.299 .190 -.760 6 -.062 .089 -.230 .067 -.037 7 -.442 .386 -.875 .447 -.282 .357 1.544 1 .980 -.373 1.494 -.975 .373 -2.023 2 -.537 .347 -1.804 .541 -.274 2.244 3 -.192 .214 -1.268 .196 -.140 1.519 .444 -.100 .194 -.440 .137 -.361 •4 5 .299 -.190 .760 -.294 .190 -1.029 6 -.067 .037 -.357 .071 -.001 7 -.447 .282 -1.544 .451 -.209 .384 1.892 1 .991 -.327 2.023 -.988 .328 -2.310 2 -.553 .248 -2.244 .556 -.203 2.442 3 -.202 .131 -1.519 .204 -.085 1.614 4 .446 -.116 .361 -.444 .139 -.473 5 .302 -.176 1.029 -.299 .176 -1.183 6 -.071 -.002 -.384 .073 .025 7 -.460 .188 -1.892 .463 -.142 .372 2.037 1 2 1.038 .010 -2.300 -1.041 -.012 2.310 3 -.594 -.041 2.428 .591 -.011 -2.442 -•224 -.037 1.603 .221 -.014 -1.614 4 .463 -.013 -.473 -.465 -.013 5 •337 -.071 -1.252 -.340 .069 .473 1.183 6 -.063 -.074 .312 .061 .048 -.372 7 -.486 -.068 1.996 .484 .016 -2.037 1 1.015 .196 -2.078 -1.019 -.198 2.300 2 -.579 -.207 2.229 .577 .147 -2.428 3 -.216 -.137 1.482 .213 .077 -1.603 4 .455 .040 -.411 -.457 -.071 5 6 .341 -.010 -1.263 -.344 .008 .473 1.252 7 -.051 -.115 .201 .049 .084 -.312 -.468 -.214 1.788 .466 .155 -1.996 `E Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:26 am Page 1 -AjjjVE Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:26 am Page 2 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. joad Combination Results 4em Load Axial LJ Shear @ LJ BM Q LJ Axial Q GJ Shear Q GJ BM @ GJ 40. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 7 1 .954 .398 2.078 -.891 -.338 -1.547 2 -.525 -.321 -2.229 .528 .248 1.818 3 -.183 -.178 -1.482 .208 .127 1.262 4 .437 .132 .411 -.390 -.124 -.227 5 .336 .059 1.263 -.332 -.056 -1.180 6 -.027 -.123 -.201 .029 .088 7 -.415 -.305 -1.788 .418 .233 .048 1.400 3 1 .786 .540 1.547 -.739 -.467 -.950 2 -.454 -.367 -1.818 .455 .315 1.414 3 -.172 -.173 -1.262 .190 .147 1.073 4 .349 .213 .227 -.315 -.185 5 .309 .133 1.180 -.307 -.129 .009 -1.025 6 -.008 -.092 -.048 .009 .068 -.047 7 -.351 -.326 -1.400 .352 .274 1.045 1 .627 .609 .950 -.597 -.529 -.342 2 -.381 -.402 -1.414 .382 .356 1.009 3 -.156 -.183 -1.073 .168 .166 4 .270 .246 -.009 -.247 -.211 .886 5 .274 .190 1.025 -.273 -.186 .253 -.824 •6 7 .005 -.288 -.068 -.341 .047 -.004 .047 -.108 -1.045 .289 .294 .705 .0 1 .592 .535 .342 -.563 -.454 2 -.378 -.359 -1.009 .379 .313 .184 3 -.166 -.167 -.886 .178 .150 .651 4 5 .245 .213 -.253 -.223 -.177 .717 .461 .271 .189 .824 -.270 -.185 -.625 6 .004 -.047 .108 -.003 .025 -.146 7 -.287 -.297 -.705 .288 .251 .414 .1 1 .567 .449 -.184 -.537 -.369 2 -.382 -.310 -.651 .383 .621 3 -.179 -.149 -.717 .191 .263 .131 .345 4 .225 .175 -.461 -.202 -.139 .568 5 6 .271 .183 .625 -.270 -.179 .628 -.431 7 .003 -.025 .146 -.002 .003 -.161 -.290 -.248 -.414 .291 .202 .173 .2 1 2 .534 .374 -.621 -.504 -.293 .976 3 -.381 -.267 -.345 .382 .221 .086 -•189 -.133 -.568 .201 .116 4 5 •201 .141 -.628 -.179 -.105 .436 .759 6 .268 .182 .431 -.267 -.178 -.240 7 •002 -.003 .161 -.001 -.019-.153 -.289 -.205 -.173 .290 .159 -.020 3 1 .504 .293 -.976 -.475 -.212 1.245 -AjjjVE Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:26 am Page 2 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. goad Combination Results 4em Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ Jo. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 2 -•382 -.221 -.086 .383 .175 -.125 3 -.201 -.116 -.436 .212 .098 4 .179 .105 -.759 -.157 -.069 .322 5 .267 .178 .240 -.266 -.175 .851 -.052 6 .001 .019 .153 0.000 -.040 -.122 7 -.290 -.159 .020 .291 .113 -.165 _4 1 ..475 .212 -1.245 -.446 -.132 1.428 2 -.383 -.175 .125 .384 .129 -.286 3 -.212 -.098 -.322 .224 .081 .226 4 .157 .069 -.851 -.135 -.033 5 266 .175 .052 -.265 -.171 .905 6 0.000 .040 .122 .001 -.062 .132 -.067 7 -.291 -.113 .165 .292 .067 -.260 .5 1 .446 .132 -1.428 -.416 -.051 1.525 2 -.384 -.129 .286 .385 .083 -.399 3 -.224 -.081 -.226 .235 .064 4 .135 .033 -.905 -.113 004 .149 5 .265 .171 -.132 -.263 -.168 .920 6 -.001 .062 .067 .002 -.084 .312 107 -.292 -.067 .260 .293 .020 .010 -.306 1 .415 .063 -1.525 -.388 .018 1.549 2 -.382 -.093 .399 .383 .048 -.473 3 -.234 -.071 -.149 .244 .054 4 .113 0.000 -.920 -.093 .037 .083 5 .259 .175 -.312 -.257 -.171 .900 6 -.004 .084 -.010 .005 -.105 .495 7 -•292- -.029 .306 .293 -.017 .110 -.312 .7 1 .384 .058 -1.549 -.373 .027 1.565 2 -.366 -.122 .473 .367 .078 -.574 3 -.229 -.101 -.083 .233 .088 -.013 4 •098 -.018 -.900 -.090 .059 5 .219 .219 -.495 -.218 -.215 .861 6 -.025 .102 -.110 .026 -.123 .713 7 -.291 -.041 .312 .291 -.003 .223 -.332 8 1 .374 .003 -1.565 -.373 .017 1.563 2 -.359 -.107 .574 ..359 .097 -.598 3 -.225 -.106 .013 .226 .103 -.037 4 .095 -.052 -.861 -.094 .061 5 .201 .232 -.713 -.201 -.231 .848 6 -.035 .120 -.223 .035 -.125 .767 7 -.290 -.020 .332 .290 .010 .251 -.335 .9 1 .373 .017 -1.563 -.374 .003 1.565 2 -.349 -.129 .598 .349 .120 -.626 E Linear Elastic 5 analysis results Str No. 22 ` 10 Apr 97 09:26 am Page 3 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP P25-13 C 22 GA. :,oad Combination Results 4em Load Axial Q LJ Shear Q LJ BM Q LJ Axial @ GJ Shear Q GJ BM @ GJ Jo. Comb (kips) (kips) (K-ft) (kips) (kips) (K-ft) 3 -.215 -.123 .037 .215 .121 -.065 4 .099 -.052 -.848 -.100 .062 5 .179 .248 -.767 -.179 -.247 .835 6 -.047 .121 -.251 .047 -.126 .823 7 -.288 -.037 .335 .288 .027 .279 -.343 ?0 1 2 .384 -.058 1.549 -.373 -.027 -1.565 -.338 -.103 -.752 .338 .147 3 -.201 -.124 -.196 .205 .137 .626 4 •112 -.094 .761 -.104 .054 .065 -.835 5 .169 .176 1.043 -.159 -.261 -,823 6 -.048 .081 .382 .056 -.122 -.279 7 -.281 -.036 -.386 .285 .049 .343 :l 1 .415 -.063 1.525 -.388 -.018 -1.549 2 -.310 -.122 -.905 .311 .168 3 -.162 -.145 -.357 .172 .161 .752 4 5 .149 -.107 .667 -.129 .070 .196 -.761 6 .159 .124 1.217 -.132 -.206 -1.043 7 -.043 .033 .436 .063 -.070 -.382 -.258 -.074 -.473 .268 .091 .386 �1 2 .446 -.132 1.428 -.416 .051 -1.525 3 -.306 -.084 -1.019 .307 .131 .905 -.146 -.132 -.507 .158 .149 4 5 .174 -.139 .538 -.152 .103 .357 -.667 6 •185 •048 1.311 -.155 -.129 -1.217 7 -.022 -.004 .451 .044 -.032 -.436 -.244 -.064 -.551 .256 .082 .473 3 1 2 .475 -.212 1.245 -.446 .132 -1.428 3 -.305 -.038 -1.085 .306 .084 1.019 -.135 -.115 -.638 .146 .132 4 5 .196 -.175 .371 -.174 .139 .507 -.538 6 .214 -.032 1.320 -..185 -.048 -1.311 7 0.000 -.040 .427 .022 .004 -.451 -.233 -.047 -.610 .244 .064 .551 4 1 2 .504 -.293 .976 -.475 .212 -1.245 3 -.304 .008 -1.101 .305 .038 1.085 4 -•123 -•098 -.751 .135 .115 .638 5 •218 -.211 .165 -.196 .175 -.371 6 •243 -.113 1.242 -.214 .032 -1.320 7 •022 -.076 .365 0.000 .040 -.427 -.221 -.030 -.651 233 .047 .610 5 1 2 .534 -.374 .621 -.504 .293 -.976 3 -.303 .054 -1.068 .304 -.008 1.101 -.112 -.080 -.846 .123 .098 .751 Linear Elastic analysis results _A'E 5 Str No. 22 10 Apr 97 09:26 am Page 4 Stephen P. Maslan & Co. • DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. .oad Combination Results Zem Load Axial @ LJ Shear @ LJ Jo. Comb (kips) (kips) .012 4 .240 -.247 5 5 .273 -.194 .284 6 .044 -.112 .030 7 -.210 -.013 ?6 1 .567 -.449 -.022 2 -.303 .097 -.105 3 -.099 -.064 4 .265 -.281 5 .305 -.271 6 .068 -.148 7 -.198 .003 '7 1 .592 -.535 2 -.301 .146 3 -.088 -.046 4 .284 -.319 5 .331 -.355 6 .089 -.184 7 -.186 .022 '8 '1 . 627 -.609 0 -.301 .190 3 -2 .076 -.029 4 .310 -.353 5 .365 -.432 6 .113 -.219 7 -.175 .037 ;9 1 .786 -.540 2 -.332 .175 3 -.050 -.019 4 .410 -.309 5 .492 -.420 6 .190 -.219 7 -.160 .026 BM @ LJ (K -f t) -.079 1.079 .265 -.674 .0 1 .954 -.398 2 -.361 .155 3 -.019 .012 4 .519 -.215 5 .641 -.352 6 .284 -.180 7 -.137 .030 1 1 1.015 -.196 2 -.385 .078 3 -.022 .008 4 .552 -.105 iE Linear Elastic analysis result; JE 5 .184 -.989 -.923 -.360 .832 .126 -.681 -.342 -.858 -.981 -.680 .497 -.051 -.667 -.950 -.681 -1.022 -1.038 .079 -.266 -.636 -1.547 -.504 -1.059 -1.387 -.376 -.509 -.620 -2.078 -.326 -1.072 -1.688 -.840 -.760 -.608 2.078 .326 1.072 1.688 Page 5 Axial @ GJ (kips) -.218 -.243 -.022 .221 -.537 .304 .111 -.242 -.275 -.045 .209 -.563 .302 .100 -.262 -.302 -.066 .198 -.597 .302 .088 -.287 -.335 -.090 .186 -.739 .334 .068 -.376 -.446 -.155 .178 -.891 .364 .044 -.472 -.578 -.237 .162 -1.019 .383 .019 -.554 Shear @ GJ (kips) .211 .113 .076 .030 .369 -.051 .081 .245 .191 .112 .015 .454 -.100 .063 .283 .274 .148 -.004 .529 -.143 .047 .317 .352 .184 -.020 .467 -.124 .044 .281 .348 .191 -.001 .338 -.091 .030 .202 .291 .167 .013 .198 -.113 -.043 .088 BM @ GJ (K -f t) -.165 =1.242 -.365 .651 -.621 1.068 .846 .079 -1.079 -.265 .674 -.184 .989 .923 .360 -.832 -.126 .681 .342 .858 .981 .680 -.497 .051 .667 .950 .681 1.022 1.038 -.079 .266 .636 1.547 .504 1.059 1.387 .376 .509 .620 -2.299 -.219 -1.044 -1.797 Str No. 22 10 Apr 97 09:26 am Stephen P. Maslan & Co. Dotes: L. Positive axial forces act in the positive local (member) x direction. ?. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter -clockwise. E Linear Elastic analysis results Str No. 22 E5 10 Apr 97 09:26 am Page 6 DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. .load Combination Results 4em Load Axial @ LJ Shear @ LJ BM @ LJ Axial @ GJ Shear @ GJ BM @ GJ 1o. Comb (kips) (kips) (K -ft) (kips) (kips) (K -ft) 5 .699 -.214 .840 -.702 .216 -1.082 6 .314 -.118 .760 -.317 .102 -.883 7 -.140 .001 .608 .138 -.036 -.587 32 1 1.038 -.010 2.299 -1.041 .012 -2.310 2 -.397 .042 .219 .394 -.072 -.163 3 -.026 .038 1.044 .024 -.069 -.991 4 .561 .014 1.797 -.563 -.029 -1.776 5 .730 -.085 1.082 -.733 .087 -1.166 6 .330 -.043 .883 -.332 .028 -.918 .7 -.142 .010 .587 .140 -.041 -.562 33 1 .987 .342 -1.867 -.983 -.342 2.310 2 -.392 -.024 -.221 .395 .066 .163 3 -.043 .099 -.890 .046 -.057 .991 4 .524 .239 -1.480 -.520 -.218 1.776 5 .723 .167 -.950 -.719 -.167 1.166 6 .325 .108 -.792 -.322 -.087 .918 7 -.142 .033 -.546 .145 .009 .562 34 1 .980 .373 -1.494 -.976 -.373 1.867 -.388 -.004 -.242 .391 .037 .221 �2 3 -.043 .130 -.777 .046 -.097 .890 4 .518 .272 -1.216 -.516 -.256 1.480 5 .721 .190 -.760 -.718 -.190 .950 6 .325 .134 -.666 -.322 -.118 .792 7 -.140 .061 -.502 .143 -.028 .546 35 1 .987 .373 -.747 -.980 -.373 1.494 2 -.383 .060 -.186 .388 .004 .242 3 -.038 .194 -.453 .043 -.130 .777 4 .524 .304 -.640 -.518 -.272 1.216 5 .728 .190 -.380 -.721 -.190 .760 6 .330 .166 -.365 -.325 -.134 .666 7 -.135 .125 -.315 .140 -.061 .502 36 1 .994 .373 0.000 -.987 -.373 .747 2 -.378 .125 0.000 .383 -.060 .186 3 -.033 .259 0.000 .038 -.194 .453 4 .529 .336 0.000 -.524 -.304 .640 5 .735 .190 0.000 -.728 -.190. .380 6 .335 .199 0.000 -.330 -.166 .365 7 -.130 .190 0.000 .135 -.125 .315 Dotes: L. Positive axial forces act in the positive local (member) x direction. ?. Positive shear forces act in the positive local (member) y direction. 3. Positive bending moments act counter -clockwise. E Linear Elastic analysis results Str No. 22 E5 10 Apr 97 09:26 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. *** MEMBER STRESSES *** ,oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 1 1 1 -984.0 -369.8 0.0 -984.0 -984.0 2 -977.1 369.8 6,085.8 5,108.7 -7,062.8 2 1 521.7 549.0 0.0 521.7 521.7 2 526.9 -446.5 -8,191.2 -7,664.2 8,718.1 3 1 179.8 416.5 0.0 179.8 179.8 2 185.0 -314.0 -6,010.7 -5,825.8 6,195.7 4 1 -450.1 3.3 0.0 -450.1 -450.1 2 -444.9 47.9 367.0 -77.9 -811.9 5 1 -309.5 -188.1 0.0 -309.5 -309.5 2 -302.6 188.1 3,095.4 2,792.8 -3,398.0 6 1 55.8 139.6 0.0 55.8 55.8 2 61.0 -88.4 -1,875.8 -1,814.8 1,936.7 7 1 432.7 484.7 0.0 432.7 432.7 2 437.9 -382.2 -7,132.1 -6,694.2 7,570.0 2 1 2 -977.1 -369.8 6,085.8 5,108.7 -7,062.8 3 -970.1 369.8 12,171.6 11,201.5 -13,141.7 2 2 526.9 446.5 -8,191.2 -7,664.2 8,718.1 3 532.1 -344.0 -14,695.7 -14,163.6 15,227.9 3 2 185.0 314.0 -6,010.7 -5,825.8 6,195.7 • 3 190.2 -211.5 -10,334.9 -10,144.7 .10,525.0 4 2 -444.9 -47.9 367.0 -77.9 -811.9 3 -439.7 99.2 1,577.3 1,137.7 -2,017.0 5 2 -302.6 -188.1 3,095.4 2,792.8 -3,398.0 3 -295.6 188.1 6,190.8 5,895.1 -6,486.4 6 2 61.0 88.4 -1,875.8 -1,814.8 1,936.7 3 66.2 -37.1 -2,908.3 -2,842.1 2,974.4 7 2 437.9 382.2 -7,132.1 -6,694.2 7,570.0 3 443.1 -279.7 -12,577.7 -12,134.6 13,020.8 3 1 3 -970.1 -369.8 12,171.6 11,201.5 -13,141.7 4 -965.2 369.8 16,483.4 15,518.2 -17,448.5 2 3 532.1 344.0 -14,695.7 -14,163.6 15,227.9 4 535.8 -271.4 -18,283.4 -17,747.6 18,819.3 3 3 190.2 211.5 -10,334.9 -10,144.7 10,525.0 4 193.9 -138.9 -12,377.7 -12,183.9 12,571.6 4 3 -439.7 -99.2 1,577.3 1,137.7 -2,017.0 4 -436.0 135.5 2,945.2 2,509.3 -3,381.2 5 3 -295.6 -188.1 6,190.8 5,895.1' -6,486.4 4 -290.7 188.1 .8,383.8 8,093.1 -8,674.6 6 3 66.2 37.1 -2,908.3 -2,842.1 2,974.4 4 69.9 -.8 -3,129.4 -3,059.5 3,199.3 7 3 443.1 279.7 -12,577.7 -12,134.6 13,020.8 4 446.8 -207.1 -15,415.1 -14,968.3 15,861.9 4 1 4 -981.4 -324.3 16,483.4 15,501.9 -17,464.8 34 -978.4 324.4 18,823.6 17,845.2 -19,801.9 5 Linear Elastic analysis results Str No. 22 -�E 10 Apr 97 09:26 am Page 1 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 P25-13 MPH EXP C 22 GA. Load Combination Results Mem Load No. Comb Joint Axial No. (Psi) Shear (psi) Bending Top Normal Bot Normal (psi) (psi) (psi) 2 4 34 547.9 550.2 246.1 -201.0 -18,283.4 -17,735.5 18,831.4 3 4 200.2 129.7 -19,896.2 -12,377.7 -19,346.0 -12,177.6 20,446.4 12,577.9 4 34 4 202.4 -441.8 -84.7 -13,151.0 -12,948.5 13,353.4 34 -439.6 -115.0 137.5 2,945.2 3,856.0 2,503.4 -3,387.1 5 4 34 -299.2 -174.3 8,383.8 .3,416.4 8,084.6 -4,295.5 -8,683.0 6 4 -296.2 69.8 174.5 9,641.9 9,345.7 -9,938.1 34 72.1 -2.5 25.0 -3,129.4 -3,030.2 -3,059.6 3,199.2 7 4 34 456.0 185.9 -15,415.1 -2,958..1 -14,959.1 3,102.4 15,871.0 458.3 -140.9 -16,594.1 -16,135.8 17,052.4 5 1 33 34 -1,027.5 -1,030.7 10.2 -18,735.9 -19,763.4 17,708.3 2 33 588.0 -11.5 -40.1 -18,823.6 19,779.0 -19,854.3 17,792.8 3 34 33 585.7 -11.1 19,896.2 20,367.0 20,481.9 -19,190.9 -19,310.6 34 221.3 219.0 -37.1 13,058.7 13,280.0 -12,837.3 4 33 -458.0 -14.2 -13.1 13,151.0 -3,856.8 13,369.9 -12,932.0 5 34 33 -460.4 -13.0 -3,856.0 -4,314.8 -4,316.4 3,398.8 3,395.6 34 -333.6 -336.8 -69.9 68.6 -10,201.2 -10,534.8 9,867.6 6 33 62.4 -73.2 -9,641.9 2,544.2 -9,978.7 2,606.7 9,305.1 -2,481.8 7 34 33 60.0 481.6 47.1 -67.1 3,030.2 3,090.3 -2,970.2 34 479.2 15.8 16,259.2 16,594.1 16,740.7 17,073.3 -15,777.6 -16,114.9 6 1 5 33 -1,005.4 -1,008.7 194.1 -196.2 -16,933.5 -17,938.9 15,928.1 2 5 573.5 -205.1 -18,735.9 18,157.6 -19,744.6 18,731.1 17,727.2 -17,584.0 3 33 5 571.1 213.4 146.0 19,779.0 20,350.0 -19,207.9 33 211.0 -135.6 76.5 12,078.8 12,292.3 -11,865.4 4 5 -450.3 39.7 13,058.7 -3,350.0 13,269.6 -3,800.4 -12,847.7 2,899.7 5 33 5 -452.8 -337.5 -70.0 -3,856.8 -4,309.6 3,404.0 33 -340.8 -10.4 8.3 -10,287.4 -10,624.9 9,950.0 6 5 50.6 -113.6 -10,201.2 1,634.5 -10,542.0 9,860.4 7 33 5 48.1 83.3 2,544.2 1,685.1 2,592.4 -1,583.9 -2,496.1 33 463.9 461.4 -212.3 153.2 14,571.1 15,035.0 -14,107.2 16,259.2 16,720.6 -15,797.7 7 1 5 6 -944.9 -882.7 394.5 16,933.5 15,988.6 -17,878.4 2 5 519.8 -334.8 -317.4 12,601.7 11,719.0 -13,484.4 3 6 522.6 246.0 -18,157.6 -14,810.7 -17,637.7 -14,288.1 18,677.4 15,333.2 5 6 181.4 206.1 -176.2 -12,078.8 -11,897.4 12,260.2 125.9 -10,284.5 -10,078.4 10,490.5 Linear Elastic analysis results Str No. 22 10 Apr 97 09:26 am Page 2 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C .10 P25-13 22 GA. goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal, No. Comb No. (psi) (psi) (psi) (psi) (psi) 4 5 -432.9 130.5 3,350,.0 2,917.2 -3,782.9 6 -386.2 -122.7 1,846.5 1,460.3 -2,232.7 5 5 -332.5 58.5 10,287.4 9,954.9 -10,619.9 6 -328.9 -55.0 9,613.4 9,284.5 -9,942.3 6 5 26.4 -121.6 -1,634.5 -1,608.1 1,661.0 6 29.1 87.2 -394.7 -365.6 423.9 7 5 411.1 -302.2 -14,571.1 -14,160.1 14,982.2 6 413.8 230.8 -11,405.1 -10,991.3 11,818.8 8 1 6 -778.0 534.8 12,601.7 11,823.7 -13,379.7 7 -732.2 -462.8 7,739.5 1,007.3 -8,471.7 2 6 449.2 -363.1 -14,810.7 -14,361.5 15,259.9 7 450.8 312.0 -11,520.4 -11,069.6 11,971.3 3 6 170.3 -171.2 -10,284.5. -10,114.2 10,454.8 7 188.3 145.8 -8,739.1 -8,550.8 8,927.4 4 6 -346.0 210.9 1,846.5 1,500.5 -2,192.5 7 -311.7 -183.7 -76.6 -388.3 -235.2 5 6 -306.4 131.5 9,613.4 9,306.9 -9,919.8 7 -304.2 -128.1 8,348.2 8,044.0 -8,652.4 6 6 7.6 -91.6 -394.7 -387.1 402.4 7 9.3 67.4 380.0 389.2 -370.7 7 6 347.1 -322.4 -11,405.1 -11,058.0 11,752.2 0 7 348.8 271.4 -8,510.8 -8,162.0 8,859.6 9 1 7 -621.3 603.6 7,739.5 7,118.2 -8,360.8 8 -591.5 -524.1 2,785.2 2,193.7 -3,376.7 2 7 377.0 -398.1 -11,520.4 -11,143.4 11,897.4 8 378.0 352.3 -8,223.5 -7,845.5 8,601.5 3 7 154.2 -181.5 -8,739.1 -8,584.8 8,893.3 8 165.9 164.2 -7,220.3 -7,054.4 7,386.3 4 7 -267.3 243.9 -76.6 -343.8 -190.7 8 -244.9 -208.5 -2,064.1 -2,309.0 1,819.2 5 7 -271.4 187.9 8,348.2 8,076.8 -8,619.6 8 -270.1 -184.4 6,712.2 6,442.1 -6,982.2 6 7 -4.8 -67.8 380.0 375.2 -384.8 8 -3.8 46.2 881.1 877.3 -884.9 7 7 285.5 -337.3 -8,510.8 -8,225.3 8,796.3 8 286.5 291.6 -5,747.7 -5,461.3 6,034.2 10 1 8 -586.7 529.4 2,785.2 2,198.5 -3,371.9 9 -557.6 -449.7 -1,502.1 -2,059.7 944.5 2 8 374.7 -355.8 -8,223.5 -7,848.8 8,598.2 9 375.7 310.1 -5,307.8 -4,932.1 5,683.4 3 8 164.4 -165.7 -7,220.3 -7,055.9 7,384.7 9 175.8 148.7 -5,843.6 -5,667.8 6,019.4 4 8 -243.0 210.7 -2,064.1 -2,307.1 1,821.2 9 -221.2 -175.0 -3,753:0 -3,974.2 3,531.8 5 8 -268.4 186.9 6,712.2 6,443.8 -6,980.5 9 -267.1 -183.4 5,090.5 4,823.4 -5,357.6 E Linear Elastic analysis results Str No. 22 E5 10 Apr 97 09:26 am Page 3 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. -.oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 6 8 -4.2 -46.2 881.1 876.8 -885.3 9 -3.3 24.7 1,191.5 1,188.2 -1,194.7 7 8 283.8 -294.2 -5,747.7 -5,464.0 6,031.5 9 284.7 248.5 -3,371.4 -3,086.6 3,656.1 11 1 9 -561.7 444.6 -1,502.1 -2,063.8 940.4 10 -531.9 -365.1 -5,059.2 -5,591.1 4,527.3 2 9 378.5 -306.7 -5,307.8 -4,929.3 5,686.3 10 379.5 260.9 -2,814.0 -2,434.6 3,193.5 3 9 177.1 -147.1 -5,843.6 -5,666.5 6,020.7 10 188.8 129.8 -4,627.0 -4,438.2 4,815.8 4 9 -222.8 173.0 -3,753.0 -3,975.8 3,530.2 10 -200.4 -137.5 -5,117.2 -5,317.6 4,916.8 5 9 -268.8 181.0 5,090.5 4,821.8 -5,359.3 10 -267.5 -177.5 3,515.4 3,248.0 -3,782.9 6 9 -3.1 -24.7 1,191.5 1,188.4 -1,194.5 10 -2.1 3.1 1,313.8 1,311.7 -1,315.9 7 9 287.0 -245.9 -3,371.4 -3,084.4 3,658.3 10 288.0 200.1 -1,411.5 -1,123.5 1,699.5 12 1 10 -528.5 369.9 -5,059.2 -5,587.7 4,530.7 11 -499.4 -290.1 -7,949.4 -8,448.8 7,450.0 • 2 10 377.1 -264.4 -2,814.0 -2,437.0 3,191.1 11 378.0 218.7 -698.7 -320.6 1,076.7 3 10 187.6 -131.5 -4,627.0 -4,439.4 4,814.6 11 199.0 114.5 -3,549.5 -3,350.5 3,748.5 4 10 -199.1 139.4 -5,117.2 -5,316.3 4,918.0 11 -177.3 -103.6 -6,181.2 -6,358.5 6,003.9 5 10 -265.8 180.0 3,515.4 3,249.6 -3,781.3 11 -264.6 -176.5 1,954.7 1,690.1 -2,219.3 6 10 -2.1 -3.1 1,313.8 1,311.7 -1,315.9 11 -1.2 -18.4 1,246.9 1,245.7 -1,248.0 7 10 286.1 -202.8 -1,411.5 -1,125.4 1,697.6 11 287.1 157.2 164.5 451.6 122.5 13 1 11 -499.4 290.1 -7,949.4 -8,448.8 7,450.0 12 -470.4 -210.4 -10,141.1 -10,611.4 9,670.7 2 11 378.0 -218.7 -698.7 -320.6 1,076.7 12 379.0 173.1 1,017.2 1,396.2 -638.3 3 11 199.0 -114.5 -3,549.5 -3,350.5 3,748.5 12 210.4 97.5 -2,621.0 -2,410.6 2,831.4 4 11 -177.3 103.6 -6,181.2 -6,358.5 6,003.9 12 -155.5 -67.9 -6,932.5 -7,088.0 6,777.0 5 11 -264.6 176.5 1,954.7 1,690.1 -2,219.3 12 -263.3 -173.0 424.4 161.1 -687.7 6 11 -1.2 18.4 1,246.9 1,245.7 -1,248.0 12 -.2 -39.9 991.6 991.4 -991.8 7 11 287.1 -157.2 164.5 451.6 122.5 12 288.0 111.5 1,341.0 1,629.1 -1,053.0 E Linear Elastic analysis results Str No. 22 ._ E5 10 Apr 97 09:26 am Page 4 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C Is P25-13 22 GA. ,oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 14 1 12 -470.4 210.4 -10,141.1 -10,611.4 9,670.7 13 -441.3 -130.6 -11,634.2 -12,075.5 11,192.9 2 12 379.0 -173.1 1,017.2 1,396.2 -638.3 13 379.9 127.5 2,333.6 2,713.5 -1,953.7 3 12 210.4 -97.5 -2,621.0 -2,410.6 2,831.4 13 221.7 80.5 -1,841.4 -1,619.7 2,063.2 4 12 -155.5 67.9 -6,932.5 -7,088.0 6,777.0 13 -133.7 -32.2 -7,371.1 -7,504.7 7,237.4 5 12 -263.3 173.0 424.4 161.1 -687.7 13 -262.0 -169.5 -1,075.6 -1,337.6 813.5 6 12 -.2 39.9 991.6 991.4 -991.8 13 .7 -61.4 547.9 548.7 -547.2 7 12 288.0 -111.5 1,341.0 1,629.1 -1,053.0 13 289.0 65.9 2,118.1 2,407.0 -1,829.1 15 1 13 -441.3 130.6 -11,634.2 -12,075.5 11,192.9 14 -412.2 -50.9 -12,428.8 -12,841.0 12,016.6 2 13 379.9 -127.5 2,333.6 2,713.5 -1,953.7 14 380.9 81.9 3,250.5 3,631.4 -2,869.6 3 13 221.7 -80.5 -1,841.4 -1,619.7 2,063.2 14 233.1 63.5 -1,210.8 -977.7 1,444.0 4 13 -133.7 32.2 -7,371.1 -7,504.7 7,237.4 14 -111.9 3.5 -7,496.9 -7,608.8 7,385.0 5 13 -262.0 169.5 -1,075.6 -1,337.6 813.5 14 -260.8 -166.1 -2,545.1 -2,805.8 2,284.3 6 13 .7 61.4 547.9 548.7 -547.2 14 1.7 -82.9 -84.1 -82.4 85.8 7 13 289.0 -65.9 2,118.1 2,407.0 -1,829.1 14 289.9 20.3 2,495.6 2,785.5 -2,205.7 16 1 14 -410.6 62.3 -12,428.8 -12,839.4 12,018.2 15 -383.8 18.2 -12,620.3 -13,004.1 12,236.5 2 14 378.4 -92.5 3,250.5 3,628.9 -2,872.0 15 379.3 47.3 3,856.7 4,236.0 -3,477.4 3 14 231.3 -70.0 -1,210.8 -979.6 1,442.1 15 241.8 53.7 -674.4 -432.7 916.2 4 14 -111.9 -.4 -7,496.9 -7,608.8 7,384.9 15 -91.8 36.9 -7,335.4 -7,427.2 7,243.6 5 14 -256.0 173.3 -2,545.1 -2,801.1 2,289.0 15 -254.9 -169.8 -4,032.8 -4,287.6 3,777.9 6 14 4.0 82.8 -84.1 -80.1 88.1 15 4.9 -104.1 -894.8 -889.9 899.6 7 14 289.2 -28.4 2,495.6 2,784.8 -2,206.3 15 290.1 -16.8 2,545.9 2,836.0 -2,255.8 17 1 15 -379.9 57.4 -12,620.3 -13,000.2 12,240.4 16 -369.4 26.6 -12,748.1 -13,117.4 12,378.7 2 15 362.7 -120.8 3,856.7 4,219.4 -3,494.1 16 363.0 77.7 4,679.8 5,042.7 -4,316.8 E Linear Elastic analysis results Str No. 22 _ E5 10 Apr 97 09:26 am Page 5 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C 0 P25-13 22 GA. goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No.' Comb No. (psi) (psi) (psi) (psi) (psi) 3 15 226.5 -100.1 -674.4 -447.9 901.0 16 230.6 87.2 102.2 332.8 128.5 4 15 -97.3 -18.2 -7,335.4 -7,432.7 7,238.2 16 -89.4 58.4 -7,018.2 -7,107.6 6,928.8 5 15 -216.6 216.5 -4,032.8 -4,249.4 3,816.1 16 -216.2 -213.0 -5,813.4 -6,029.6 5,597.2 6 15 25.2 101.1 -894.8 -869.6 920.0 16 25.5 -121.4 -1,817.2 -1,791.7 1,842.7 7 15 287.8 -40.4 2,545.9 2,833.6 -2,258.1 16 288.1 -2.6 2,702.7 2,990.8 -2,414.6 18 1 16 -370.3 2.6 -12,748.1 -13,118.4 12,377.7 32 -369.5 16.8 -12,734.7 -13,104.2 12,365.2 2 16 355.7 -106.1 4,679.8 5,035.5 -4,324.0 32 355.7 96.3 4,870.9 5,226.6 -4,515.1 3 16 223.0 -105.2 102.2 325.2 120.9 32 223.4 102.4 298.1 521.4 -74.7 4 16 -93.7 -51.1 -7,018.2 -7,111.9 6,924.5 32 -93.0 60.5 -6,912.9 -7,005.9 6,819.9 5 16 -198.7 229.4 -5,813.4 -6,012.1 5,614.7 32 -198.7 -228.6 -6,245.7 -6,444.4 6,047.0 6 16 35.0 119.0 -1,817.2 -1,782.2 1,852.2 32 35.0 -123.6 -2,046.1 -2,011.1 2,081.2 7 16 287.4 -20.1 2,702.7 2,990.1 -2,415.3 32 287.4 10.3 2,731.4 3,018.8 -2,444.0 19 1 32 -369.5 16.8 -12,734.7 -13,104.2 12,365.2 37 -370.3 2.6 -12,748.1 -13,118.4 12,377.7 2 32 345.6 -128.2 4,870.9 5,216.4 -4,525.3 37 345.5 118.4 5,103.5 5,449.0 -4,757.9 3 32 213.2 -122.2 298.1 511.2 -84.9 37 212.8 119.3 525.9 738.7 -313.1 4 32 -98.1 -51.8 -6,912.9 -7,011.0 6,814.8 37 -98.8 61.1 -6,806.4 -6,905.2 6,707.6 5 32 -177.2 245.7 -6,245.7 -6,422.9 6,068.6 37 -177.2 -244.9 -6,708.5 -6,885.7 6,531.3 6 32 46.1 119.9 -2,046.1 -2,000.1 2,092.2 37 46.1 -124.5 -2,276.7 -2,230.6 2,322.8 7 32 285.3 -36.3 2,731.4 3,016.7 -2,446.1 37 285.3 26.5 2,790.7 3,076.0 -2,505.5 20 1 31 -379.9 -57.4 12,620.3 12,240.4 -13,000.2 37 -369.4 -26.6 12,748.1 12,378.7 -13,117.5 2 31 334.8 -102.2 -6,129.5 -5,794.8 6,464.3 37 335.1 145.3 -5,103.5 -4,768.4 5,438.6 3 31 198.7 -122.9 -1,598.4 -1,399.7 1,797.0 37 202.8 135.8 -525.9 -323.1 728.7 4 31 -111.2 -93.4 6,199.0 6,087.8 -6,310.2 37 -103.3 53.1 6,806.4 6,703.0 -6,909.7 E Linear Elastic analysis results Str No. 22 ,__ E5 10 Apr 97 09:26 am Page 6 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C i P25-13 22 GA. .oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 5 31 -167.8 174.0 8,500.1 8,332.3 -8,667.9 37 -157.3 -258.1 6,708.5 6,551.2 -6,865.8 6 31 47.9 80.3 3,108.9 3,156.7 -3,061.0 37 55.7 -120.5 2,276.7 2,332.4 -2,221.0 7 31 278.2 -36.1 -3,143.4 -2,865.3 3,421.6 37 282.3 49.0 -2,790.7 -2,508.4 3,073.0 21 1 30 -410.6 -62.3 12,428.9 12,018.2 -12,839.5 31 -383.8 -18.2 12,620.3 12,236.5 -13,004.1 2 30 307.4 -120.7 -7,372.4 -7,065.0 7,679.8 31 308.2 165.9 -6,129.5 -5,821.3 6,437.8 3 30 160.2 -143.2 -2,911.1 -2,750.9 3,071.3 31 170.7 159.5 -1,598.4 -1,427.7 1,769.1 4 30 -147.5 -106.2 5,436.0 5,288.5 -5,583.4 31 -127.3 69.7 6,199.0 6,071.7 -6,326.4 5 30 -157.3 123.1 9,916.5 9,759.3 -10,073.8 31 -130.4 -203.6 8,500.1 8,369.7 -8,630.5 6 30 42.5 32.8 3,551.7 3,594.2 -3,509.1 31 62.7 -69.3 3,108.9 3,171.5 -3,046.2 7 30 255.2 -73.7 -3,853.2 -3,598.0 4,108.4 31 265.7 90.0 -3,143.4 -2,877.7 3,409.2 1 29 -441.3 -130.6 11,634.3 11,193.0 -12,075.5 30 -412.2 50.9 12,428.9 12,016.7 -12,841.1 2 29 302.9 -83.6 -8,304.6 -8,001.7 8,607.5 30 303.9 129.3 -7,372.4 -7,068.5 7,676.3 3 29 144.8 -130.6 -4,129.6' -3,984.8 4,274.3 30 156.1 147.6 -2,911.1 -2,754.9 3,067.2 4 29 -172.2 -137.8 4,385.6 4,213.4 -4,557.8 30 -150.4 102.1 5,436.0 5,285.6 -5,586.3 5 29 -182.9 47.6 10,683.0 10,500.1 -10,865.9 30 -153.8 -127.4 9,916.5 9,762.8 -10,070.3 6 29 21.6 -4.1 3,672.1 3,693.8 -3,650.5 30 43.4 -31.6 3,551.7 3,595.1 -3,508.2 7 29 241.7 -63.8 -4,486.3 -4,244.6 4,728.0 30 253.1 80.8 -3,853.2 -3,600.1 4,106.2 23 1 28 -470.4 -210.4 10,141.1 9,670.8 -10,611.5 29 -441.3 130.6 11,634.3 11,193.0 -12,075.5 2 28 302.0 -38.0 -8,837.3 -8,535.3 9,139.3 29 302.9 83.6 -8,304.6 -8,001.7 8,607.5 3 28 133.4 -113.6 -5,199.1 -5,065.7 5,332.5 29 144.8 130.6 -4,129.6 -3,984.8 4,274.3 4 28 -194.0 -173.5 3,022.5 21828.5 -3,216.5 29 -172.2 137.8 4,385.6 4,213.4 -4,557.8 5 28 -211.9 -32.1 10,751.0 10,539.0 -10,962.9 29 -182.9 -47.6 10,683.0 10,500.1 -10,865.9 6 28 -.2 -39.8 3,479.9 3,479.7 -3,480.0 29 21.6 4.1 3,672.1 3,693.8 -3,650.5 �ME Linear Elastic analysis results Str No. 22 AAME5 10 Apr 97 09:26 am Page 7 Stephen P. Maslan & Co. . DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. goad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 7 28 230.3 -46.8 -4,970.4 -4,740.1 5,200.7 29 241.7 63.8 -4,486.3 -4,244.6 4,728.0 24 1 27 -499.4 -290.1 7,949.5 7,450.1 -8,448.9 28 -470.4 210.4 10,141.1 9,670.8 -10,611.5 2 27 301.0 7.6 -8,970.5 -8,669.5 9,271.5 28 302.0 38.0 -8,837.3 -8,535.3 9,139.3 3 27 122.0 -96.6 -6,119.7 -5,997.7 6,241.7 28 133.4 113.6 -5,199.1 -5,065.7 5,332.5 4 27 -215.8 -209.2 1,346.7 1,130.9 -1,562.5 28 -194.0 173.5 3,022.5 2,828.5 -3,216.5 5 27 -241.0 -111.9 10,120.4 9,879.4 -10,361.4 28 -211.9 32.1 10,751.0 10,539.0 -10,962.9 6 27 -22.0 -75.5 2,974.8 2,952.8 -2,996.8 28 -.2 39.8 3,479.9 3,479.7 -3,480.0 7 27 218.9 -29.8 -5,305.6 -5,086.7 5,524.5 28 230.3 46.8 -4,970.4 -4,740.1 5,200.7 25 1 26 -528.5 -369.9 5,059.3 4,530.8 -5,587.9 27 -499.4 290.1 7,949.5 7,450.1 -8,448.9 2 26 300.1 53.2 -8,704.2 -8,404.1 9,004.3 27 301.0 -7.6 -8,970.5 -8,669.5 9,271.5 • 3 26 110.6 -79.6 -6,891.3 -6,780.6 7,001.9 27 122.0 96.6 -6,119.7 -5,997.7 6,241.7 4 26 -237.6 -244.9 -641.9 -879.5 404.3 27 -215.8 209.2 1,346.7 1,130.9 -1,562.5 5 26 -270.1 -191.6 8,791.3 8,521.2 -9,061.4 27 -241.0 111.9 10,120.4 9,879.4 -10,361.4 6 26 -43.8 -111.2 2,157.1 2,113.3 -2,200.9 27 -22.0 75.5 2,974.8 2,952.8 -2,996.8 7 26 207.5 -12.8 -5,491.8 -5,284.2 5,699.3 27 218.9 29.8 -5,305.6 -5,086.7 5,524.5 26 1 25 -561.7 -444.6 1,502.2 940.5 -2,063.9 26 -531.9 365.1 5,059.3 4,527.5 -5,591.2 2 25 299.6 96.3 -8,059.6 -7,760.0 8,359.2 26 300.6 -50.5 -8,704.2 -8,403.6 9,004.8 3 25 98.2 -63.3 -7,523.7 -7,425.5 7,622.0 26 109.9 80.6 -6,891.3 -6,781.4 7,001.2 4 25 -262.2 -278.2 -2,930.6 -3,192.8 2,668.4 26 -239.8 242.7 -641.9 -881.8 402.1 5 25 -301.7 -268.7 6,779.7 6,478.1 -7,081.4 26 -271.8 189.2 8,791.3 8,519.5 -9,063.1 6 25 -67.2 -146.3 1,027.5. 960.3 -1,094.7 26 -44.8 110.8 2,157.1 2,112.3 -2,201.9 7 25 195.7 2.6 -5,544.7 -5,348.9 5,740.4 26 207.4 14.7 -5,491.8 -5,284.4 5,699.2 27 1 24 -586.7 -529.4 -2,785.1 -3,371.8 2,198.4 5 Linear Elastic analysis results Str No. 22 -E 10 Apr 97 09:26 am Page 8 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. joad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 25 -557.6 449.7 1,502.2 944.6 -2,059.9 2 24 297.7 144.6 -6,992.9 -6,695.2 7,290.7 25 298.7 -99.0 -8,059.6 -7,760.9 8,358.3 3 24 87.4 -45.4 -7,996.1 -7,908.7 8,083.5 25 98.8 62.4 -7,523.7 -7,424.9 7,622.5 4 24 -281.5 -316.3 -5,544.0 -5,825.5 5,262.6 25 -259.7 280.6 -2,930.6 -3,190.3 2,671.0 5 24 -328.3 -351.2 4,053.5 3,725.2 -4,381.8 25 -299.2 271.4 6,779.7 6,480.6 -7,078.9 6 24 -87.6 -182.6 -415.1 -502.7 327.4 25 -65.8 146.9 1,027.5 961.7 -1,093.3 7 24 184.3 21.4 -5,431.6 -5,247.3 5,615.9 25 195.7 -4.4 -5,544.7 -5,349.0 5,740.4 28 1 23 -621.3 -603.6 -7,739.3 -8,360.6 7,118.0 24 -591.5 524.1 -2,785.1 -3,376.6 2,193.6 2 23 298.1 187.7 -5,545.1 -5,247.0 5,843.2 24 299.1 -141.9 -6,992.9 -6,693.9 7,292.0 3 23 75.3 -29.0 -8,326.4 -8,251.1 8,401.8 24 87.0 46.2 -7,996.1 -7,909.1 8,083.1 4 23 -306.7 -349.1 -8,456.1 -8,762.8 8,149.4 24 -284.3 313.7 -5,544.0 -5,828.4 5,259.7 5 23 -361.3 -427.7 644.8 283.5 -1,006.1 24 -331.5 348.2 4,053.5 3,722.0 -4,385.0 6 23 -111.7 -217.2 -2,168.1 -2,279.7 2,056.4 24 -89.3 181.8 -415.1 -504.4 325.8 7 23 172.8 37.0 -5,182.4 -5,009.5 5,355.2 24 184.5 -19.7 -5,431.6 -5,247.1 5,616.1 29 1 22 -778.0 -534.8 -12,601.5 -13,379.5 11,823.5 23 -732.2 462.8 -7,739.3 -8,471.6 7,007.1 2 22 328.7 173.4 -4,103.9 -3,775.3 4,432.6 23 330.3 -122.3 -5,545.1 -5,214.8 5,875.4 3 22 49.8 -18.5 -8,630.1 -8,580.4 8,679.9 23 67.8 43.8 -8,326.4 -8,258.7 8,394.2 4 22 -406.3 -305.7 -11,303.7 -11,710.0 10,897.4 23 -372.0 278.5 -8,456.1 -8,828.1 8,084.1 5 22 -487.3 -416.2 -3,061.2 -3,548.5 2,573.9 23 -441.6 344.2 644.8 203.2 -1,086.3 6 22 -188.3 -216.8 -4,148.5 -4,336.8 3,960.2 23 .-154.0 189.6 -2,168.1 -2,322.0 2,014.1 7 22 158.8 26.0 -5,052.5 -4,893.8 5,211.3 23 176.8 -.6 -5,182.4 -5,005.6 5,359.2 30 1 21 -944.9 -394.5 -16,933.3 -17,878.2 15,988.4- 22 -882.7 334.8 -12,601.5 -13,484.2 11,718.8 2 21 357.7 153.2 -2,657.1 -2,299.4 3,014.8 3 22 360.4 -90.4 -4,103.9 -3,743.5 4,464.4 21 19.3 12.0 -8,735.8 -8,716.5 8,755.1 5 Elastic analysis results Str No. 22 `ELinear 10 Apr 97 09:26 am Page 9 Stephen P. Maslan & Co. DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. .oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 22 44.0 29.8 -8,630.1 -8,586.2 8,674.1 4 21 -513..9 -212.6 -13,757.3 -14,271.2 13,243.4 22 -467.3 200.5 -11,303.7 -11,771.0 10,836.5 5 21 -634.4 -348.3 -6,844.2 -7,478.6 6,209.8 22 -572.2 288.6 -3,061.2 -3,633.4 2,489.0 6 21 -281.0 -177.9 -6,190.4 -6,471.5 5,909.4 22 -234.4 165.8 -4,148.5 -4,382.9 3,914.1 7 21 135.7 29.3 -4,952.4 -4,816.7 5,088.1 22 160.4 12.4 -5,052.5 -4,892.1 5,212.9 31 1 21 -1,005.4 -194.1 16,933.3 15,927.9 -17,938.7 35 -1,008.7 196.2 18,735.6 17,726.9 -19,744.3 2 21 381.4 77.2 2,657.1 3,038.5 -2,275.7 35 378.9 -111.6 1,784.7 2,163.6 -1,405.8 3 21 21.3 7.8 8,735.8 8,757.1 -8,714.5 35 18.8 -42.2 8,505.0 8,523.8 -8,486.2 4 21 -546.4 -103.6 13,757.3 13,210.9 -14,303.7 35 -548.9 87.2 14,638.5 14,089.6 -15,187.4 5 21 -692.0 -212.0 6,844.2 6,152.2 -7,536.2 35 -695.3 214.1 8,812.0 8,116.8 -9,507.3 6 21 -311.3 -117.0 6,190.4 5,879.1 -6,501.8 35 -313.8 100.6 7,195.8 6,882.0 -7,509.6 • 7 21 138.9 1.1 4,952.4 5,091.3 -4,813.6 35 136.4 -35.5 4,783.7 4,920.0 -4,647.3 32 1 35 -1,027.5 -10.2 18,735.6 17,708.1 -19,763.2 36 -1,030.7 11.5 18,823.3 17,792.6 -19,854.0 2 35 392.9 41.2 1,784.7 2,177.6 -1,391.8 36 390.5 -71.6 1,329.2 1,719.7 -938.7 3 35 26.2 38.1 8,505.0 8,531.2 -8,478.8 36 23.8 -68.6 8,074.4 8,098.2 -8,050.6 4 35 -555.6 13.7 14,638.5 14,082.9 -15,194.1 36 -558.0 -28.4 14,468.6 13,910.6 -15,026.6 5 35 -722.5 -84.6 8,812.0 8,089.5 -9,534.6 36 -725.7 85.9 9,500.5 8,774.8 -10,226.2 6 35 -326.8 -42.1 7,195.8 6,869.0 -7,522.7 36 -329.2 27.4 7,476.5 7,147.3 -7,805.7 7 35 140.5 10.2 4,783.7 4,924.2 -4,643.1 36 138.2 -40.7 4,578.4 4,716.5 -4,440.2 33 1 20 -977.9 339.0 -15,214.5 -16,192.3 14,236.6 36 -973.4 -339.2 -18,823.3 -19,796.7 17,849.9 2 20, 388.3 -23.9 -1,803.3 -1,415.0 2,191.5 36 391.6 65.2 -1,329.2 -937.5 1,720.8 3 20 42.3 97.7 -7,254.4 -7,212.1 7,296.7 36 45.7 -56.4 -8,074.4 -8,028.8 8,120.1 4 20 -518.5 236.8 -12,058.2 -12,576.7 11,539.6 36 -515.2 -216.2 -14,468.6 -14,983.8 13,953.4 5 20 -716.2 165.5 -7,738.5 -8,454.7 7,022.2 AEE Linear Elastic analysis results Str No. 22 5 10 Apr 97 09:26 am Page 10 Stephen P. Maslan & Co. E Linear Elastic analysis results Str No. 22 E5 10 Apr 97 09:26 am Page 11 DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C • P25-13 22 GA. ,oad Combination Results Mem Load Joint Axial Shear Bending Top Normal Bot Normal No. Comb No. (psi) (psi) (psi) (psi) (psi) 36 -711.8 -165.6 -9,500.5 -10,212.2 8,788.7 6 20 -322.3 106.6 -6,451.1 -6,773.5 6,128.8 36 -319.0 -86.0 -7,476.5 -7,795.4 7,157.5 7 20 140.4 32.6 -4,450.9 -4,310.5 4,591.3 36 143.8 8.7 -4,578.4 -4,434.6 4,722.1 34 1 19 -970.1 369.8 -12,171.6 -13,141.7 11,201.5 20 -966.6 -369.8 -15,214.5 -16,181.1 14,247.8 2 19 384.7 -4.2 -1,969.4 -1,584.7 2,354.1 20 387.3 36.2 -1,803.3 -1,416.0 2,190.6 3 1'9 42.8 128.3 -6,330.3 -6,287.5 6,373.0 20 45.4 -96.3 -7,254.4 -7,209.0 7,299.7 4 19 -513.4 269.1 -9,909.9 -10,423.3 9,396.5 20 -510.8 -253.1 -12,058.2 -12,568.9 11,547.4 5 19 -714.1 188.1 -6,190.8 -6,904.9 5,476.7 20 -710.6 -188.1 -7,738.5 -8,449.1 7,027.8 6 19 -321.4 132.8 -5,424.3 -5,745.7 5,102.9 20 -318.8 -116.8 -6,451.1 -6,769.9 6,132.4 7 19 138.8 60.2 -4,087.4 -3,948.7 4,226.2 20 141.4 -28.2 -4,450.9 -4,309.5 4,592.2 1 18 -977.0 369.8 -6,085.8 -7,062.8 5,108.7 19 -970.1 -369.8 -12,171.6 -13,141.7 11,201.5 2 18 379.5 59.8 -1,511.4 -1,132.0 1,890.9 19 384.7 4.2 -1,969.4 -1,584.7 2,354.1 3 18 37.5 192.3 -3,691.9 -3,654.3 3,729.4 19 42.8 -128.3 -6,330.3 -6,287.5 6,373.0 4 18 -518.6 301.1 -5,218.3 -5,736.9 4,699.7 19 -513.4 -269.1 -9,909.9 -10,423.3 9,396.5 5 18 -721.1 188.1 -3,095.4 -3,816.4 2,374.3 o- 19 -714.1 -188.1 -6,190.8 -6,904.9 5,476.7 6 18 -326.6 164.8 -2,975.5 -3,302.1 2,648.9 19 -321.4 -132.8 -5,424.3 -5,745.7 5,102.9 7 18 133.5 124.2 -2,570.5 -2,436.9 2,704.0 19 138.8 -60.2 -4,087.4 -3,948.7 4,226.2 36 1 17 -984.0 369.8 0.0 -984.0 -984.0 18 -977.0 -369.8 -6,085.8 -7,062.8 5,108.7 2 17 374.3 123.9 0.0 374.3 374.3 18 379.5 -59.8 -1,511.4 -1,132.0 1,890.9 3 17 32.3 256.4 0.0 32.3 32.3 18 37.5 -192.3 -3,691.9 -3,654.3 3,729.4 4 17 -523.8 333.1 .0.0 -523.8 -523.8 18 -518.6 -301.1 -5,218.3 -5,736.9 4,699.7 5 17 -728.0 188.1 0.0 -728.0 -728.0 18 -721.1 -188.1 -3,095.4 -3,816.4 2,374.3 6 17 -331.8 196.8 0.0 -331.8 -331.8 18 -326.6 -164.8 -2,975.5 -3,302.1 2,648.9 7 17 128.3 188.2 0.0 1.28.3 128.3 E Linear Elastic analysis results Str No. 22 E5 10 Apr 97 09:26 am Page 11 Stephen P. Maslan & Co. • DL=STEEL WEIGHT,LL=41 PSF,WL=143 MPH EXP C P25-13 22 GA. ,oad Combination Results Mem Load Joint Axial Shear Bending Top Normal No. Comb No. (psi) (psi) (psi) (psi) 18 133.5 -124.2 -2,570.5 -2,436.9 Bot Normal (psi) 2,704.0 dotes: Axial stress is positive for tension. '.. Shear stress is positive for positive shear. s. Bending stress is for top of member. Bending stress is positive for tension. Top Normal stress = Axial + Bending. Bottom Normal stress = Axial - Bending. IS -E Linear Elastic analysis results 5 Page 12 Str No. 22 10 Apr 97 09:26 am ..:.. ..v,�.-...-..,....; . nw ,y .,.y-:� .•.... .. .. .. .. � r'..,,+t �.S4.sr �.•-r,. :sxf. T �.. ..<.�5 ,G...s.Y" L: x. -gyp'•_ ",•-rrr + 'VrP�/TI�,+P,;�;t'a.;rl�ir'* ...sem- ._ �> 065-19-0-088: ` ` 96=0986 B :WING, Karen ;a y 6'586 Tall Pines Drive; �Magalra (replace'deck/siding) R H Const_ i i�' 4•+ r, • • tt / . t ' - 1 COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541?4_ ,PERMI NO. APPLICATION AND PERMIT (f� `SSEssDTM iu,J5b--088 ZONING RT1A BUILDING PERMIT v OWNER KAREN WING TELEPHONE SQ. FT. OCC. BUILDING VALUATION 0 OWNERS 8"V6AI)fAII. -508 PINES, MAGAIIA CA 95954 EST 2000 CONTRACTOR'S NAME R.H. CONSTRUCTION TELEPHONE 893-0529 CONTRACTOR'S MAILING ADDRESS P 0 BOX 712, DURHAM CA 95938 Fireplace CONSTRUCTION LENDER 0Ii77 UNIQJOWN Total Valuation $ 555 Filing Fee $ 20.00 LENDER'SIMMAIUNiGG ADDRESS Permit Fee $ 81.00 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 52.65 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 6586 TALI: PINES DR. MAGALIA PERMITFEE $ 153.65 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 'LOT NO. SUBDIVISION'S NAME ••r. PARCEL MAP Solar Or heat pump water heater 23.00 • Water piping --- - - 15.00 - - USEOFSTRUCTURE SF ❑i Duplex ❑ Mobilehome ❑ Other - - SPECIFY Each gas'water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work: REPLACEMENT -OF EXISTING OPEN DECK - AND REPLACE PORTION OF SIDING Mobile Home I S I G W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinci Fee 20.00 -•- -• -" Main ServiceOOOV OR LESS ( 200A OR LESS ) 23.00 Main Service ( 200A TO Ie00A ) 46.00 _ 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,�f� full force and effect. / 3 �/ License Class 0-;,' Lic. No. 6 IF 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 NEW CONST. DWELLING OCCUR SO . OR ( d ACC. BEDS. ) 3.52 FT. CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) @7.50 ( POWER APPARATUS ) S SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES) BAL Q I:50 Ex. Occup. OUTLETS APPLN .ORR.a) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE s Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 g Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) Ige I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall f ith corY ply with those provisions. _ X V �1" Date _�_ Signature of /Ap icanfO Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $ HAZ. 1 D. FEES I IMP I FLOOD TC7CEL PD HO ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated bQve for which fes have been4paid. By r>G( Mate 5/7/96 PERMITEXPIRESON 5/7/97 (Date) Receipt No. 195540 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville;- Calif ornia 95965 - Telephone (916) 538-754�(O .-`n�UMIT NO. APPLICATION AND PERMIT y V �'"(�j ASSESSOUnEL qII IBEj.�-088 oR l`J ZONING RT1A BUILDING PERMIT OWNER KAREN WING I TELEPHONE SO. FT. OCC. BUILDING VALUATION 508 0 3556 OWNER'S MAILING ADDRESS 6586 TALL PINES, MAGALIA CA 95954 EST 2000 CONTRACTOR'S NAME R.H. CONSTRUCTION TELEPHONE 893-0529 CONTRACTORS MAILING ADDRESS P 0 BOX 712 DURHAM CA 95938 Fireplace CONSTRUCTION LENDER NONE UNKNOWN Total Valuation is 5556 Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 81.00 ARCHITECT OR ENGINEER NONE LICENSE NO. Plan Checking Fee $ 52.65 Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS 6586 TALL PINES DR., MAGALIA PERMITFEE $ 153.65 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar Or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF EJ( Duplex ❑ Mobilehome ❑ Other SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other 00 Describe Work: REPLACEMENT OF EXISTING OPEN DECK — AND REPLACE PORTION OF SIDING Mobile Home S G FwK @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20.'00 Main Service EOOV OR LESS ( 200A OR LESS / 23.00 Main Service ( 200A TO I000A ) 46.00 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 full force and effect. License Class � Lic. No. b/ 9 % Ps-� OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ 1, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason NEW CONST. DWELLING OCCUR OR NS. ( &ACC. ) SO. 3.50 FT. NEW CT CONST. MULTI-OUUTLETLE NON-RESID. ( BRANCH CIRCUITS ) 97.50 ( POWER SINGLE APPARATOUTLET sUS ) ,. Ex. Occup. ( OUTLET OR FIXTURES) 20 Q 1.00 BAL so Ex. Occup. ( OUTi�s RES D.)EA) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE $ Contractor WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor 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.) 1po^ I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the rs`co ensation provisions of section 3700 of the Labor Code, I shall Awithco y with those provisions. X Date / � Applic n - ❑ Owner ❑ Contractor ❑ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 153.65 HA2. I D. FEES I IMP I FLOOD I CDF PARCEL I PO HD ISSUE This permit is hereby issued under the of the Butte County Code and/or indicated ve for which es have By PERMITEXPIRESON I applicable provisions Resoluti ns to do work a aid.Sig ate 5/7/96 5/7/97 (Date) Receipt No. 195540 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT r— ] Ye T4 G PLYWOOD CC EXT. L 44V DF"'2 T„ .;,.,.;....GIRDERS T'xb" DECKING '(ALT) z GUARD RAIL MAX. DECYIWG ZZ PRECAST ec PIER 9 �o n)Hg 14 4" MIN. Foor I N6 12"X 12" PIS %n W)rft" N;.n, port. -�4� GIRDER FPMM G. CLIP- - 2")40 - MOBILE 4" - MOBILE HOME OR DEC.K� zo r ; -- — ,� m 2' x 12" STAIR STRINGER. -rnn ��irui HAI,IDI?AIL NOT SHOWM F07, CLARITY. 3/g I BOLT U z EL • ,�—,� 5 Q o� MJ k U m W (' MAX. MTL. FRMU CLIP (EA. I DE 9"MI 1\1. i 4.,(U' to 4"x 4" POST — 12 11)( 12" #2DF__ (2) 3�a„ BOLTS 8 MZI �k • r 4 4 '/i. 4'x 4" POST - AVF(�UATF NAG ONA 1. BRACING. X ZO Z ?';<4" PRFSSUPE- 7AIIA71-L' GQ WOOD P/./17F zn,moi,%i • • • %\\���� 6-/a-90 T )TICAL REST P :NT1W COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 538-7541 6 ILL--— X --r— CoQ 12"X 12" PIS %n W)rft" N;.n, port. -�4� GIRDER FPMM G. CLIP- - 2")40 - MOBILE 4" - MOBILE HOME OR DEC.K� zo r ; -- — ,� m 2' x 12" STAIR STRINGER. -rnn ��irui HAI,IDI?AIL NOT SHOWM F07, CLARITY. 3/g I BOLT U z EL • ,�—,� 5 Q o� MJ k U m W (' MAX. MTL. FRMU CLIP (EA. I DE 9"MI 1\1. i 4.,(U' to 4"x 4" POST — 12 11)( 12" #2DF__ (2) 3�a„ BOLTS 8 MZI �k • r 4 4 '/i. 4'x 4" POST - AVF(�UATF NAG ONA 1. BRACING. X ZO Z ?';<4" PRFSSUPE- 7AIIA71-L' GQ WOOD P/./17F zn,moi,%i • • • %\\���� 6-/a-90 T )TICAL REST P :NT1W COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive — Oroville, California 95965 Telephone: 538-7541 6 fr'Ss.�l"C�'±E�7�.�./7•T`"i%'iD►X�t"�TR�'�'f`�'�«rail�I�I?`�j,its<!"}��"iPY�k_�7,nY'++y7'L�sn vi�..4�,�NR]Aii''�'Mt-" '`fit:i�'�',�a�n,�sw:�3.+a+�d';+�v.;�':*-r.;v-r F.... COUNTYOJFPUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION OWNER 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET Koren W A Proposed Building Use �A'. PRNo.6)6S--19 0 " 8 -63 --- Building Inspector Date 5 At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECENED BY 1. All items have been submitted . ................................. . . . . . . . 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. Plot plans, 3/4 sets, signed by preparer of plans. Complete plans, 3/4 sets, signed by preparer of plans . ...................... Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. Hazardous Material Form . ............................................ Energy Design Compliance and supporting documentation . .................. Statement of Intent for Non -Heated and A/C Buildings . ...................... Engineered. truss details and layout in duplicate (required prior to plan check). .... Mobilehome data and manufacturer's installation instructions, 2 sets . ............ Feesof $ ......................................... Impact fees as shown on attached schedule. ............................. . California Department of Forestry plan approval/fees. ....................... . Flood elevation letter (100 year flo dt) by California Engineer . ................. . Sanitation and plot plan approval f✓AHealth Department . ......... . . . City of Chico plumbing permit...-�S r �� ............................ . Plot plan and business license approval from City of Biggs/Gridley. Planning approval for (A) Use: (B) Parking: Contact Land Development about (A) Improvements (B) Drainage. .......... . Driveway permit (construction approval required prior to occupancy). .. .. . . Fre-Inspection request Pre -inspection for required. . . to Building Inspector (Date) Contractor's license information. (No., Name Style, Classification) . .............. Certificate of Workmans Compensation Insurance. ....::................... Owner -Builder Verification (Given to owner , Mail to owner ) ............ Recorded copy of Agricultural Acknowledgement Statement . .................. Letter of signature authorization . ....................................... . Copy of recorded deed of parcel creation and 60 right of way -to a public road. . Letter of intent on building use . ........................................ . Mobilehome utility clearance . ......................................... . Documentation of legal access . ..................... :.................. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... Existing violations/expired permits . ...................................... Plan check list . ..................................................... When you issue the permit, process as follows: Mail to owner. Mail to contractor. Telephone and hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage Applicant Date Copy of Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by Date Sets of plans on hold in File cabinet AP folder Copy - Department of Public Works 4 STAIR DETAIL BUTTE COUNTY RM-n'NG f)rPARTMENT • ---F---,%PPROV* SUNNYVALE SHEET - I EDt TOTAL - 3 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 95965 - Telephone: 916.538-7541 APPLICATION AND PERMIT PERMIT NO. i ASSESSOR PARCEL NUMBER 065-190-088 ZONING RT -1A BUILDING PERMIT OWNER Bob WingjVt TELEPHONE SO.FT. OCC. BUILDING V ION 0 M �j of 40.00 OWNER'S MAILING ADDRESS 6586 Tall Pines Drive Ma alfa 95954 CONTRACTORS NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER UNKNOWN (// LENDER'S MAILING ADDRESS r S — O Y ARCHITECT OR ENGINEER, LICENSE NO. Fireplace Total Valuation $ , 64U. OU Filing Fee $ 15.00 Permit Fee $90,00 Plan Checking Fee $45.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $150.00 PLUMBING PERMIT Filing Fee 15.00 6586 Tall Pines Magalia Each Trap 1 5.00 Y�� Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME 7 PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other Garage aSPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W @ 15.00 TYPE OF WORK New � Addition ❑ Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Detached Garage _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 200A OR LESS 18.50 CONTRACTORS LICENSE LAW 1 declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License ;Jo. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason Main service 200ATO1o0OA1 37.50 NEW CONST. DWELLING OCCUP.& 3.60 sq.ft. p OR ADDNS. ( ACC. BLDGS. Y 16.00 NEW CONSTR. ULTI.OUTLET NON-RESID BRANCH CIRCUITS) @ 5.00 POWER APPARATUS e (SINGLE OUTLET CIR. Ex. Occup(OUTLETS OR FIXTURES 20 76d FIXED Ex. OCCUp. OUTLETS P(RESID.IRE A.� I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring g 15.00 Permit Fee $ 31.80 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue agains s id County in consequence of the granting of this permit. X _ 2e'?Vyyc Date Signature of Applicant — Owner X contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct - ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ DCC CONSTTV E TOTAL FE $ 181.80 3 DFEES IMP FLOOD DF PARCEL PD I HD I Stl This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. D O LIC WORKS By Da l� PERMIT EXPIRES ate Receipt No. 135557 WHITE-D.P.W.. YELLOW -ASSESSOR. PINK -INSPECTOR. GOLDENROD -APPLICANT y_ f COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE (916) 538-7541 'PERMIT APPLICATION DATASHEET OWNER06 ex—( .� :.�/ � �� /� LA , k (0 f o. _/7_ Proposed Building Use _�� /G�-.-' Building Inspector ''" Date 61 At time of permit application, I was -advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All-items ha been submitted . ................................ 2: Plot plans,L3/ s", signed by preparer of plans . .......................... t 3 Complete plans, 34 sets, signed by preparer of plans. . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans. . ~ 5. Hazardous Material Form. ....... ............. r .................... . 6. Energy Design Compliance and supporting documentation . .................. 7. Statement of Intent for Non -Heated and A/C Buildings . ...................... , 8. Engineered truss details and layout in duplicate (required prior to plan check). 9 M obilehome a a d anufacturer's installation instructions, 2 sets. ............ 0. Fees of $ ..........................' ............... 11. Impact fees as shown on attached schedule . ............................... 12. California Department of Forestry plan approval/fees. ....................... . 1 -Flood elevation letter (100 year flog b C lifornia Engineer. ........... . :14. Sanitation and plot plan approval Health Department. ........... 15.. City of Chico plumbing permit. ....................................... .v - 16. Plot plan and business license approval from City of Biggs/Gridley. ............. 17. Planning approval for (A) Use: • (B) Parking: 18. Contact Land Development about (A) Improvements (B) Drainage. .......... 19. Driveway permit (construction approval required prior to occupancy). . _ 20. Pre -inspection for required. .. t. B.°�I 9 �spe for s ' (oats) 21. Contractor's license information. (No., Name Style, Classification). ........ - Certificate of Workmans Compensation Insuranc 23. Owner -Builder Verifi'catio'n (Given to owner , Mail to owner _ )........... .2 24. Recorded copy of Agricultural Acknowledgement Statement . ................... Letter of signature authorization . ........................................ :f ° 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use . ............................ ........ 28. Mobilehome utility clearance . .......................................... • 29. Documentation of legal access. , 30. Documentation of 50% subdivision developed or (A) Road improvements completed and (B) Parcel meets zoning area and frontage requirements . ............... 3 -'Existing violations/expired permits. Plan check list. ., ..., ........................... h.3 When you issue the permit; process as follows: Mail to owner. Mail to contractor. Telephoneand hold for pickup at office. Deliver with inspector. Other Parcel Creation Acreage i Applicant 1 7t Date (o Copy of Haz-Mat form sent Health Dept. Fire Dept. I Air Pollution Date Copy of plans sent Health Dept. °`Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circl`e,new item not checked above). 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by`_ phone _ mail Counter by _ Date Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Plans checked by Date Plans approved by _ Date -C/ Sets of plans on hold in File cabinet AP folder - Copy - Department of Public Works ,r TO: Building Department FROM: Environmental Health ` SUBJECT: Sanitation Clearance F.11. 1Is1: ON1.1• I'lul Plan Attacked �� Floor I'lan Attached - Solt W B.D. Owner Location AP# Plan Approved for: Sewage Disposal Water Supply: Public Private Well Cl! her . Hold final for: Final clearance O.K. for: NOTE 'ZI I to_ . 0 Environmental Health Specialist 8/92 11 COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS PERMIT NO. 7 County Center Drive - Orovllte. California 95965 - Telephone: 916.538-7541 APPLICATION AND PERMIT ASSESSOR PAR© NU�0=F7-�Yfc)p zo"'� BUILDING PERMIT OWNER TELEPHONE SO. FT. OCC.1 BUILDING VALUATION OWNER'S MAILING ADDRE55 19 s 8( T#11 CONTRACTOR'S NAML TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 15.00 LENDER'S MAILING ADDRESS Permit Fee $ goler, ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 1-15-00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING AD�RSse� l �� D �. / C9 Permit fee $ IcSG,.GI� PLUMBING PERMIT FllingFee 15.00 Each Trap 5.00 Solar or heat pump water heater 20.00 LOT NO.SUBDIVISION NAME PARCEL MAP Water piping 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE 1� SF [:1Duplex❑ Mobilehome❑ Other l t G� SPECIFY Gas piping system 1 - 5 outlets 5.00 Building sewer 15.00 Mobile Home S I G I W 615.00 TYPE OF WORK Ne- Additions Remodel❑ Utilities❑ Instaltation❑ Other El Describe work: 22 _ Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS _ Main service 20CATO 1000A) 37.50 CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license Is In full force and effect. OLicense .Jo. Classification as the ownet, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ 1 am exempt under Sec. , Business and Professions Code for this reason NEW CONST. ( DWELLING OCCUR.&) 364sgft C OR DNS. ACC. BLDGS. // 6,150 _AD NEW CONSTR. U TI.OUTLET NON.RESID BRANCH CIRCUITS.)@ 5.00 /POWER APPARATUS e (POWER OUTLET CIR. Ex. Occup( OR FIXTURES 20 76 FIXED APPLNS. OR Ex. Occup. OUTLETS (RESID.1 EA) I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate OIConsent to Self -Insure. 1 shat1 not employ any person in any manner so as to become subject to the W. C. laws of California. tic o APPIicant: It after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT Filing Fee 15.00 Heating Cooling Hood 6.50 Ventilation penult Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyot Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X Date —2 g'-- 93 Signature of Applicant — OwUE:ntractor E]Agent EJsions i n OSHA permit is required for over 5'0" deep and demolition o. construct• on of structures over 3 stories in Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST TYPE TOTAL FEE $ �D HAz DFEES IMP FLOOD cDF PARCEL Po HD ISSUE This permit is hereby issued under the applicable provi- of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF PUBLIC WORKS By Date PERMIT EXPIRES Date Receipt No. S 5� WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD•APPL I CANT COUNTY OF BUTTE - Department of Public Works 7 County Center Drive, Oroville, CA 95965. Phone: 916-538-7541 OWNER -BUILDER VERIFICATION Attention Property Owner: An 'owner -builder" building permit has been applied for in your name and bearing your signature. Please complete and return this information at your earliest opportunity to avoid - unnecessary delay in processing and issuing your building permit. No building permit will be issued until this verification is received. 1. -I personally plan to provide -the major labor and'mate'r.ials for construction of the proposed property .improvement (yes or no) 2. I (have/have not) �j/g,4— signed an'application for a building permit e. — for the proposed work. 3. I have contracted with the following person (firm) to provide the proposed construction: Name Address City Phone Contractors License No. 4. I plan to provide portions of -this work, but I have hired the following person to coordinate,.supervise, and provide the major work: Name Address City Phone Contractors License No. 5. I.will.prov.ide.some-of the work but I have contracted.(hired) the following persons to provide the work indicated: Name Address Phone Type of Work Signed: Property Owner Social Security. Number Date NOTE: This Owner -Builder Verification is sent to you as required by Sections 19831 and .19832 of -the California Health and Safety Code. This verification must be completed and returned to our office before we are per- mitted to issue the permit. LOT —132 x CSS = 2oy60 sqk -LoT A- (ZZ x 1,30= IS&OslQr Mum - ' i6z Z6 _ 1170 milt Ga a zo = y$O s5�' C RW-' F = 30 x 34.1 %- 0? -0 RAS � X + SLRB = Z6 h I7 = KtIL s4 �#- SL% 16 XIL S1 = Ig Z- •+ - Isg�si� T _ 34cj Z This set,of plans and specifications MUST be kept on thadob at all tames and it is unlawful to make any changes or MterMUDITS — WI tten-pern;9Bsion_f'rom the DeRar"EjofKNE 5 DR. -- — — — V1 DU.t#w. 1321 APPROVED NOTE: fMffi`9Dt.9Pials'P��h3he�Be�rOY EnviButte County Accordance with R�ecog ized Good r tices and onmental Health of a hty Prescribed for the OLI, -/ - in the Uniform Building, PI ZI -1 3 Codes Lud the ational Else �a e �6 Signature ". ll Au, UCTU AND E(�UI ENT INGL , OVEW-i is-ls ` BE CLEARrt F ALL.EASEMCN � �s A SlE'6 Ai�d4 S [ T�. F OM T AN . HE FROND gTERLiNE SNAIa- cyFgH F S URES AND UIPMMT V SLAB, GARAGE I 00� 0• LE;NQM t,► NES - .- - - - - - � - 36 1 1 ,I37 - c�lu � ��o x 'AL HEALTH J U N 16 1993 CALIFORNIA a � � t f ENVIRONMENTAL HEALTH JUN 16 1993 PARADISE, 00AUNTINT FOTI G RDO os, O.00 � k /APPROVED Butte County Y G',pM in kitchen, bad 2 O + 8 NBC - exterior outletsPer H;0 x WIN6DOW LJ'O.X 1-i.o: vsi4\6p . � � t f ENVIRONMENTAL HEALTH JUN 16 1993 PARADISE, 00AUNTINT FOTI G RDO os, O.00 � k /APPROVED Butte County Y T OD � va O rj � va .. _ .' �r ` r i COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7, County Center Drive - OroviIIe, California 95965 - Telephone: 916,538-7541 APPLICATION AND PERMIT PERMIT NO. ASSESSOR PARCEL NUMBER 065-190-488 ZONING RT --1A BUILDING PERMIT OWNEBRR b *[a -'j+ TELEPHONE SO. FT. OCC. BUILDING VALUATION t34 M 8,640.00 OWNER'S MAILING ADDRESS 6586 Tall Pines Drive Ma alfa 95954 CONTRACTOR'S NAME Owner TELEPHONE CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN ll Total Valuation $ J• LENDER'S MAILING ADDRESS Filing Fee $ 15.00 Permit Fee $90.W ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee '$45.00 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDING ADDRESS Permit fee $150.04 PLUMBING PERMIT Filing Fee 15.00 6586 Tall Pines Th Mag81ia Each Trap 1 5.00 ,,.. Solar or heat pump water heater 1 20.00 LOT NO. SUBDIVISION NAME PARCEL MAP Water piping 1 7.00 Each qas water heater or vent 7.00 USE OF STRUCTURE SF ❑ Duplex❑ Mobilehome❑ Other rZarnop —SPECIFY Gas piping system 1 - 5 outlets 1 5.00 Building sewer 15.00 Mobile Home I S I G W @ 15.00 TYPE OF WORK Newr—k Addition Lj Remodel ❑ Utilities ❑ Installation❑ Other ❑ Describe work: Detached Gerrie Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 15.00 Main service 600V OR LESS 18.50 200A OR LESS Main service 200A TO 1oo0A) CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ElNON•I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason _37.50 EE�� NEW CONST. ( DWELLING OCCUP.&) X 3.6a sq.ft. 16 04 OR ADONS. ACC. BLDGS. NEW CONST FL ULTI-OUTLET @ 5.00 B RESID RANCH CIRCUITS) POWER APPARATUS (SINGLE OUTLET CIR.& Ex. Occup(OUTLETS OR FIXTURES 20 00 76 Ex. Occup. OUTLETS (RESIO.)REAJ I 3.00 Temporary service 15.00 Mobile Home Facilities 15.00 Misc. Wiring 9 15.00 Permit Fee $ 31.80 — WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Contractor MECHANICAL PERMIT FiIingFee 15.00 Heating Cooling g Hood 6.50 Ventilation permit Fee $ Contractor I certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the CountyOt Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. X �'' ` '= t ' ' •' f Date .;' Signature of Applicant — Owner X Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height. Mobile Home Installation Fee S Energy Inspection Fee $ OCCCONST 1 ; TYPE /,,Y TOTAL FEE 1g1, r34 HAZ % 1 0EES IMP FLOOD 11cOF PARCEL .AR` PD HD ISSUE,,0 v This permit is hereby issued under the applicable provi- sions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. f DIRECTOR.OF PUBLIC WORKS r. By :- .)' ,^ Date r Date ,^ r ( �� PERMIT EXPIRES Date f7,WHITE-D.P.W., Receipt No. 355 YELLOW -ASSESSOR, PINK -INSPECTOR, GOLDENROD -APPLICANT V= OK O = Not OK Not ReadyApplicable MOBILE HOMES Not Ready Date/Initials MOBILE HOME UTILITIES (Plans) OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fell -C/O Concrete 4. Water; Location -Teat -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test Wrap: / /" L"ft. / /"Net. or/ P'L"ft./ /"LPG 7. Well Clearance & Disconnect & Utility Clearance Date/Initials MOBILE HOME INSTALLATION (Plans) OK except #19 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3.. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossover -Breakers -Clearances S. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. -Gas and Electricity Tagged 9. Exits; Insp.-Sketch 10. Cert. of Occupancy MISCELLANEOUS Date/Initial DECKS, COVERS, CARPORTS, GARAGES, (Plans)OK except #'a 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connector -Steel 3. Decks; Graders and/or Joists -Decking -Bracing -Stair -Rails 4. Wood Awn.; Posts-Beams-Rftre: Connector Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftr-Trusses 9. Siding; Nailing -Veneer -Stucco -Mash 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings Date/Initials POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distances-GFI 5. Elec.; Pool Lighting; 15 volts-GFI 6. Elec.;Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Pane lboards-Ins. to Mein in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test ,f - V=OK O = Not OK - = Not Applicable = Not Ready RESIDENTIAL (Single & Duplex) Date/Initials UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ P' Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab; Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Teat -2 Way C/O -Sewer Test 10. UF. Gas Pipe; Size -Anchors - yard gas piping: size -test 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground 13. Plenums & Ducts; Clearance -Materiel -Support -Ina. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Access & Ventilation 16, Insulation Date/Initials PLUMBING (Permit) OK except #'s 16. Water Htr.; Vent -Access -Combustion Air -Baffle 17. Water Pipe; Test & Anchor -Nail Protection 18. O.W.V.; Test -Fittings & Anchor -Nasi Protection 19. Shower Pan; Test, First Floor -Tub Access 20. Test Tub & Shower, Second Floor -Tub Access 21. Gas Pipe; Size & Anchors Date/initials ELECTRICAL (Permit) OK except #'a 22. Fixture & Transformer Clearance -Ins. Protection 23. Elec. Receptacles Spacing -Lights & Switches at Doors 24. Size Boxes & No. of Conductors -Stapled 25. Romex Installed Close to Edge of Studs & C.J. 26. Equip. Ground made up w/Mach. Fastners-Bond Gas & Water 27. 2 Appliance Circuts in Kitchen & Conductor Size/GFI 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Range Circ. / / ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No 30. Service -Riser Conductors & Ground -Mein Disconnect 31. Equip. Clearances Panels -Motors -Mach. Equip. 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector Date/Initials MECHANICAL (Permit) OK except #a 34. A.C. Ducts Insulation & Support 35. Vent Fan; Exhaust above insulation 36. Condensate Drain & Overflow; Size & Grade 37. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 38. Attic Access & Platform if Furnance in Attic Date/Initials FRAMING (Plana) OK except #'a 39. Sils, Proper Material & Anchors 40. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 41. Bearing Walls over Girders & Floor Nailing 42. Draft Stop in Wells (ret proof) 43. Fire Stops; Furred Ceilings -Stairs -Chases -Tub 44. Headers & Beam -Size & Bearing Date/Initials FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Ong. Joist-Rftr. ties-Purlin-roof Brec-Truss-Shthng.-Rfng. 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ina. Baffles 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One T -Check Garage -3rd Story, 2 Exits 53. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 54. plywood on Roof Overhang -Attic Vents -Rafter Outriggers 55. Siding -Nailing Veneer 56. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 57. Glazing Area -Glass Protection -Skylights -Plastic 58. Shear Walls; Nailing -Bolts 59. Insulation -Walls -Ceilings 60. Infiltration -Walls -Windows Date/Initials FINAL (Plans) OK except #'a 61. Ext. Steps -Door & Sidelight Protection -Landings 62. Smoke Detector 63. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Mach. Protection 64. Bedroom Exiting 65. G.F.I. & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel; Breaker Sizes & Labels 67. Stairs & Rails 68. Fireplace or Stove; Clearances -Hearth 69. Elec. Outlets at Wood Panel; Int. & Ext. 70. Kit.Fixt. & Appliance; Grnd.-Air Gap -Cooking Clearance 71. Elec. Outlets & Receptacles at Kit. Counter 72. Garage Fire Door, Swing -Landing -Closer 73. A.C. Duct In Garage -Damper 74. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage; Above Floor -Mach. Protection 75. Plb., Elec. & Mach. Equip. Listed for Location 76. Elec. Receptacles in Garage; (G.F.I.)-Romex Protection 77. Insulation -Foam -Looked in Attic ❑ Yes 78. Guard Rails & Deck Construction -Post Caps 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 80. Following instld.; Drive ❑ Yes ❑ No; Walks ❑ Yes ❑ No; Planters ❑ Yes ❑ No 81. Stucco; Brown -Finish 82. A.C. Unit; Disconnect, Electrical, Plumbing 83. Vents Above Roof; Pibg.-Appliance-Fireplace.-Clearance to Openings 84. Water Well; Disconnect, Electrical, Plumbing 85. Exterior Elec. Trim; G.F.I. Receptacle -Underground 86. Ventilation Throughout House 87. Glass Protection 88. Corrections from Previous Inspections 89. Gas Test -Meters Tagged; Gas -Electric 90. Water & Sewer Connected -C/O to Grade -HD Approval 91. Energy Compliance Certificate -Other Certificates Comments at Final: With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below:. [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. XAx; Xxxx , inspect onss hay,.e_„been;pmade ion permit :work.' Inspections are required to verify code compliance. We are unable to renew a permit•where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has'been issued. If our records are in error or should•you have any questions concerning this matter, please contact the -. PARADISE of f ice. Thank you for your prompt attention concerning this matter. Yours very truly, Michlael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 ........ ... ... e 6 Eutte ount - _4 BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: (916) 536-7541 -_ FAX: (916) 538-2140 June 13, 1994 Bob Wing RE: Building Permit # 93-2013 6586 Tall Pines Drive -Expiration Date:. q7 -Q Magalia. CA 95954 A. P. # 065-19-0-088 ` With reference to the above subject, our records indicate that your building permit expires on the above date and your permit falls into the category marked below:. [ ] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form to be completed and signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. XAx; Xxxx , inspect onss hay,.e_„been;pmade ion permit :work.' Inspections are required to verify code compliance. We are unable to renew a permit•where the work has not been started and inspected prior to permit expiration. After expiration of your permit, no work may be started until a new permit has'been issued. If our records are in error or should•you have any questions concerning this matter, please contact the -. PARADISE of f ice. Thank you for your prompt attention concerning this matter. Yours very truly, Michlael C. Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office - 1469 Humboldt Rd/891-2751 Paradise Office - 747 Elliott Rd/872-6307 PERMIT NO. �_2-%8=779;P,E PERMIT EXPIRES "OWNER Steve La'mantia ,,-CONTR. owner LOCATION (A.P. 65-1945 port. 190 Deerwood Dr.,;lot 480, Fir Haven Sub, Maga. i Temp. Power Pole Called PG&E (�. Temp. Elec. Serv. Called PG&E 6't'b. Temp. Gas Serv. Called PG&E 1,1011, ; JOB FINALED (Date t ignature) COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS BUILDING INSPECTION RECORD. BUILDI Gf BUILDING (Cont'd) Rough 'c Fixtures Z PLUMBING Setback ' Firewall Soil Piping Final If Forms Parapets 1st Floor MECHANICAL Main Bldg. Restroom Finish 2nd Floor Brown Footings Permanent Windows 3rd Floor StemwalI Siding To out Slab Roof Sheathing Water Piping Door Closer Piers Roo Sewer MOBILEHOME UTILITIES ---------------- Garage CFdn. Ven (. . — J %�?� Fixtures Z 7 v Footings StemwaI l Garage Vents sulation ` / s er tr Heaters 5" Cr Slab Carport p Footings P r physically, handica ed Conformance of ex, strilell, a A fiances lO (� 2 2� Gas Piping & Test Temp. Gas Slab InaI Sanitation REMARKS OR CORRECTIONS Patio _ FIREPLACE. final —' Footings Masonry Walls Reinf. Steel Bond Beam FIRES RINKLERS Framing ELECTRICA Rough 'c Fixtures Z Test Stucco v J Ater Hil.// Final If Mesh Fault-Pr MECHANICAL Scratch mole Heating Brown Permanent Cooling Finish Elec. Pedestal Ducts Interior Lath AJ Sf'L Ventilation Door Closer I. Final MOBILEHOME UTILITIES ---------------- Elec. Service Water Piping Sewer MOSILEUOME INSTALLATION - - - - - - - - - Support Water Piping Drainage DATE >- REMARKS OR CORRECTIONS ELECTRICA Rough 'c Fixtures Z _ i Y 10 1 L ' Motors T ---r J Ater Hil.// ^/S =19, Z Su Fault-Pr Service mole Underground Permanent ` Fina Elec. Pedestal Gas Piping Elec. Continuity Gas Piping wl At 44'tv` °'.'; (NOTE: An entry must be made on this form each time you visit the job site.) RES IDENT IAL ENERGY CONSERVATION STANDARDS CONSTRUCTION COMPLIANCE CERTIFICATE THIS IS TO CERTIFY THAT ENERGY CONSERVATION REQUIREMENTS HAVE BEEN INSTALLED IN CONFORMANCE WITH CURRENT ENERGY CONSERVATION REGULATIONS AT . ( ation)�.. BU ILD ING PERMIT NO. ? � . A. P. N0. THE FOLLOWING HAVE BEEN INSTALLED AS PER APPROVED PLANS: (Check each item or write N/A if not applicable) INSULATION: GLAZING: Slab Edge B Single Glazed Fdn. Walls Special (Insulated) x Floors —/ CERT. & LABELED WDS . Walls & SLIDING DRS. �CCeiling/Roof WEATHERSTRIPPED DRS. Ducts BACK DAMPERED FANS Circulating Pipes INTERMITTENT IGNITIO DEVIL jC-2j7Z�7� APPROVED HEATER CERT, APPLIANCES APPROVED WTR.HTR. I DECLARE THAT ALL REQUIRED ITEMS AS NOTED ABOVE HAVE BEEN INSTALLED IN ACCORDANCE WITH THE ENERGY CONSERVATION REQUIREMENTS AND AGREE TO THE COMPLETENESS OF THIS CERTIFICATE AS SUBMITTED. Insulation Applicator Name Signature of (please print) Insulation Applicator State Contractors License No. General Contractor/"r Name �IIla Signature of (pl ase print � /�/' ;% General Contractor/Oder ,, Date State Contractors License No. THIS CERTIFICATE MUST BE ON FILE WITH THE BUILDING DEPARTMENT PRIOR TO REQUESTING FINAL INSPECTION AND SHALL BE POSTED IN.A CONSPICUOUS LOCATION WITHIN THE DWELLING. . d; COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 196 Memorial Way, Chico — Phone: 891-2751 7 County Center Drive, Orovi Ile — Phone: 534-4541 Skyway and Elliott Road, Paradise — Phone: 872-2961, Ext. 57 CORRECTION NOTICE BUILDING OR PROPERTY ADDRESS A routine Inspection i cafes that the following violations of County Ordinance exist at the above ad ess should be corrected. Please notify this office when correction of completed. If you have any question pertaining to this matte�or net nal explanation, please contact this office immediately. a RIM W AA _ Inspector Date 0-t �'l� Nom- COUNTY. OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville, California 93965 - Telephone 916/534-4541 -- APPLICATION AND PERMIT PERMIT NO. ' ASSESSOR P,,AL % �yyBE $S j z°"'"G BUILDING PERMIT - Ow R C, / G� /V/Tl ��� TELEPHOyE 9y(o SQ. FT. OCG BUILDING VALUATION O ©S MAILING /JjO X / � /O 33 /V!/14",T V"� �/ J /O 42 RLJ AME _, _ TEyEPHONE Cr �J `{•,� - ,CONTRACTOR'S MAILING ADDRESS - Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation $ Filing Fee $ 10.00 LENDER'S MAILING Ess Permit Fee $ O• ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee ,$' Penalty $ ARCHITECT OR ENG NEER's MAILING ADDRESS Permit fee $ O,�D BUIL DINyf1D$ESS ` ^� /�� ^ ,�� 66�5��((:1��ffii//�� 12 N /!`J-[/ PLUMBING PERMIT Filing Fee 10.00 Each Trap - 2.00 Solar Water Heater 20.00 Water piping 5.00 LOT NO. SUBDIVISION NAME, PARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 -- USE OF STRUCTURE SF 9- Duplex ❑ Mobi lehome ❑ Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK New ❑ Addition[:] emoge 1Utilljrt��ie,� Installation Other ❑ Describe work: ✓� Permit Fee. $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service e00V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST./DWELLING OCCUP.& OR ADDNS. (DWELL BLDGS. 7 2/20sgft CONTRACTORS LICENSE LAW ' I. declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and m license is in full force and effect. y License No. Classification ❑ I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. , Business and Professions Code for this reason NEW CONSTR ULTI-OUTLET 2,50 ea NON.RESID BRANCH CIRCUITS) NEW CONSTR.POWER APPARATUS &) NON.RESID. (SINGLE OUTLET CIR, 20@50e Ex. Occup(OUTLETS OR FIXTURES BALM 30¢ Ex. Occup. OUTLETS IXED PLNS (RESID,)REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I' declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. , I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation permit Fee $ Contractor 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby authorize representatives of the Countyof Butte to enter upon the above-mentioned property for inspection purposes. 1 also agree to save, indemnify and keep harmless the County of Butte against all liabilities, judgments, costs, and expenses which may in any way accrue against said ounty in conseque ce of the granting of this permit. X Q/i1/��L- Date I� 8� Agent ❑ Signature of Applicant — Owner ❑ Contractor EJ Agent An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures over 3 stories in height., Mobile Home Installation Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP TYPE OF CONST. 1PARCEL17. I ISSUE This rmit is hereby, issued under the applicable provi-. sio s the Butte County Code and/or resolutions to do k is d ove for which fees have been paid. , � CTOUR OF PUBLIC WORKS B `�r� — Date PERMIT EXPIRES Date Receipt No. oS WHITE-D.P.W., YELLOW -ASSESSOR. PINK -INSPECTOR, GOLDENROD -APPLICANT il COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS n 7 County Center Drive — Oroville, California 95965 � • •Telephone: 534-4541 7, APPLICATION AND PERMIT elle— all BUILDING Owner e Mai I i ng Address SQ. FT. OCC. BUILDING VALUATION p a— T hon i rep I ace Contractor7--0 Total Valuation Mailing Address Permit Fee Plan Checking Fee &/or Penalty Telephone No. Permit Fee $ yau Building Address PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 Water piping 1.50 n er ation Onl ` Q — ger kfEach gas water heater or vent 1.50 A. P, o. r 2� in/4 DSI Z n9 Planning Gas piping system 1 - 5 outlets 1.50 Each additional outlet .30 s S ation Fi eDept. Fire Zone Use Permit Building sewer 5.00 EQA Par Ing Parcel Plans Declaration Parcel Ma P 60' R/W Im rovem is P Lawn sprinkler system 2.00 pp �gR�lan7yec'000' Parcel pproval Plans A000, proval Permit Fee $ $ NEW, ADDITION ❑ UTILITIES.[] OTHER ❑ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service ioo AMP ORSLESS 5.00 Main service EA. ADD•L 100 AMP 2.50 Single Family Duplex ❑ Mobil Home ❑ Others ❑ OVR Main service 1100EAMP OR LESS 25.00 Main service EA. ADD'L too AMP 1.00 NEW CONST. OR ADONS. ( DWEACCLBLDGS.LING CC P , 2¢sgft NEW CONSTR. MULTI-OUTL NON-RESID. (BRANCH CIRCUITS) 2.50ea NEW CONSTR. (POWER APPARATUS .&) NON-RESID. (SINGLE OUTLET CIR. CONTRACTORS LICENSE LAW I am licensed under the provisions of Chapter 9, Div. 3, of the State of California Business & Professions Code under the name st le of: y Ex. Occup(OUTLETS OR FIXTURES) BAL Ex. Occu FIXED APPLNS. OR P•(OUTLETS (RESID.) EA) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 License No. Classification Misc. Wiring 6.25 14 I am exempt from the Contractors License Laws of the State of California. Permit Fee $ $ WORKMEN'S COMPENSATION INSURANCE I am aware of the provisions of Section3700 of the California Labor Code which requires every employer to be insured against liability for Workmen's Compensation. ❑I have placed on file with the County of Butte a certificate of Workmen's Compensation Insurance. l certify that in the performance of the work for which this permit is issued I shall not employ any person in any manner � so as to become subject to the Workmen's Compensation Laws of California. MECHANICAL No.1 @ FEEPERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ 1 certify that I have read this application and state that the above information is correct. I agree to comply to all County Ordinances and State Laws relating to building construction, and hereby TOTAL PERMIT FE $ aU 11 lUI1 LC ICFIICJCIItGrI VCA UI Lilt! lrUunly UI CSUtLU to enter upon Ine above-mentioned property for ins ection purposes. X Date 7 SignaA%a, itee or Agent Receipt No. / " 0!� C&Cz / White-D.P.W. — Yellow -Assessor — Pink -Inspector — Goldenrod -Applicant This permit is hereby issued under the applicable provisions of the Butte County Code and/or resolutions to do work indicated above for which fees have been paid. DIRECTOR OF P IC WORKS f By Date 7— Z-3— 77 Buil ing permit expires Date RESIDENTIAL PLAN CHECKING GUIDE .(S.F., DUPLEX, & MISC. ONLY) Bldg. OWNER:' LQ�1h11�T'IA A. P. A. GENERAL ning requirements (sideyards.and parking). Valuation. >_-Ifignature by R.C.E. or Architect (if required). B. PLQT- PLAN Complete parcel size and dimensions. Setbackr,, sideyards, easements, etc. Other buildings or structures. rading, fills, drainage. Permit # C. FLOOR PLAN J,e-lComplete to scale plan with dimensions. ./ Required windows for light and ventilation (Sec. 1405). Required windows for second exit (Sec. 1404). Allowable glazing for energy requirements (20% max. per State law). i15<39uman impact glass (Sec. 5406). je-�Required room sizes, ceiling heights (Sec. 1407). /7�G.F.C.I.'s in baths and exterior outlets (Sec. 210-8). �8 Light fixtures, switches, receptacles, and exterior receptacles for maintenance of mechanical equipment. i� Locations of water heater, heating & cooling equipment, other electrical or gas �quipment, and plumbing fixtures.. arage firewall, door size, and closer (Sec. 503(d)(4)). 1 - 3'0" exterior exit -door (Sec. 3303d). Fireplace location. �d Smoke detectors (Sec. 1413). ` D. STRUCTURAL DETAILS yFoun�dation plan complete enough to construct building. l2!F�looA construction details complete enough to construct building. Eievf, y:a ations and wall construction details complete enough to construct building. ,Roof construction details complete enough to construct building. .Fireplace construction details and calcs if over one-story in height. Sufficient data and details to satisfy energy insulation requirements (State law). E. MISCELLANEOUS ITEMS TO LOOK OUT FOR CCX plywood on exposed locations and overhangs. Stairway details (Sec. 3305). uardrail details (Sec. 1716). rick or stone veneer (Chapter 30). Exterior plaster - weep screeds (Sec. 4706 & 4708). Proper roof pitch for roof covering (Chapter 32). ,Rafter ties or bearing ridge beam. Garage door or porch header sizes. Adequate bracing. Living area over garage - complete 1 -hour separation_ required including supporting walls and posts, etc. Two (2) exits on three-story dwellings (Sec. 3302). COUNTY OF [BUTTE. - DEPARTMENT OF PUBLIC WORKS PE, MIT NO. 7 County Center Drive - Oroville, California 95965 - Telephone 916/534-4 1 D APPLICATION AND PERMIT ASSESSOR PARCEL•NUMBEE t tea/ ZONING BUILDING PERMIT OWNER T LEPHONE 3. l 07, /, Y SQ. FT. OCC. BUILDING VALUATION 'OWNE 'S ILING D SS Lo CONTRACTOR'S NAME 10 W,7 kms, TELEPHONE I. CONTRACTOR'S MAILING ADDRESS Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation is Filing Fee $ 10.00 L NDER'S MAILING ADDRESS Permit Fee $ AR/C1HIT.ECT OR ENGINEER - v1IT,, LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS • Permit fee $ BUILDING ADDRESS PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Repair drainage or vent piping 5.00 Water piping ' LOT NO. SUBDIVISION NAME ___JPARCEL MAP Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF Duplex `Mobilehome❑ Other SPECIFY Building sewer Lawn sprinkler system 5.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ -Other)< Describe work: �•�• erC. cJ ��1t,•���+���� �'J• )='--1961-72.- Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 5.00 Main service EA. ADD•L 100 AMP 2.50 NEW CONST. (DWELLING OCCUP.•I� OR ADDNS. 'ACC. BLDGS. 22 sq ft CONTRACTORS LICENSE LAWNON.RREECONSTR. I declare under penalty of perjury (check one): ❑ I am licensed under provisions of Chapt. 9, Div. 3 of the Business and Professions Code and my license is in full force and effect. License No.' Classification I, as the owner, or my employees with wages as their sole compen- sation, will do the work,and the structure is not intended or offered for sale. (Sec. 7044) ❑ I, as the owner, am exclusively contracting with licensed contract- ors. (Sec. 7044) ❑ I am exempt under Sec. Business and Professions Code for this reason BRANCH CIRCUITS 2.50 ea NEW CONST R. ( POWER APPARATUS S) NON -RESID. SINGLE OUTLET CIR. 50 @z5c Ex. Occup(OUTLETS OR FIXTURES BAL@IOC (FIXED APPLNS. OR Ex. Occup.o UTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 7.50 Permit Fee $ Contractors MECHANICAL PERMIT FiIingFee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ The permit is for $100.00 (valuation) or less. ❑ I have placed on file with the County of Butte Building Department a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -Insure. I shall not employ any person in any manner so as to become subject to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. Heating Cooling Hood 3.00 Ventilation ++ Permit Fee $ Contractor I certify that,l have read this application and state that the above information is correct. I agree to comply to all County. Ordinances and State Laws relating to building construction, and hereby authorize representatives of the County of Butte to enter upon the above-mentioned property for inspection purposes. I also agree to save, indemnify and keep harmless the County'of Butte against all liabilities, judgments; costs, and expenses which may in any way accrue against said County in consequence of the granting of this permit. 7r (6� �1 i.tc.G'�/i Date Signature ure of Applicant - Owner ❑ Contractor ❑ Agent ❑ An OSHA permit is required for excavations over 5'0" deep and demolition or construct- ion of structures ower/3 sstto/r'iess in—heeight. Mobile Home Installation Fee $ TOTAL PERMIT FEE $ l /'Sn OCCUP. GROUP I TYPE or CONST. PARCEL PD I HD I ISSUE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which _TO OF PUBLIC dD ByDate PERMIT EXPIRES DaV a�'" the applicable prov0 resolutions to do fees have • been paid. WORKS IP Q Receipt No. C// b T / . WHITE-D.P.W.. YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT IrTII,�)I`Ilm�,11"rl�ri`fftl ���P�7r,-'7','"177p�7-71-,"-rt"—!,"r--Mjr� w7It'.T�­­.,7'7, �­ ­;l-'7.ij_, -�li,,�7-""�!',I�t�-,n,,,;�,-,.-N"� �,,-,,,,"!� III, , ,'.'j­u;,ii'r1 1�,]),­ 1-111111 I", 11,11, "", " t, , "� i ,:, ,� ....... �!c"­4 �" , I I 1:1. Itl 'I , I -I " 1 - �, , " , , 1 , " ,iIi�,: -, ,� , " I,� I , � Ir 1�� 1,�, '� � 1: I'l! It I . � 11 I I I I- I . I I I I I IT ! I i , I � I I I , : ," 11 I , � ', , I , ,I . I I 11 1;� , � , I I I I I I . . - ,:.I , I I It , , I , I I I I I I �, ; ,T I , , " � r I , K11Y ..... 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