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047-330-057
NOTES RESIDENTIAL JOB FIN Sign '-.OFFICE COPY Address GAS -Meter.By Da ELECTRIC Meter By Date us�p � THE HCD FORM 433A FOR THIS MH CANNOT BE RECORDED UNTIL ONE OF THE FOLLOWING HAVE BEEN TURNED IN TO THE BLDG DIV: (1) LICENSE PLATE(S)'OR DECAL(THE- INSPECTOR MUST RETREIVE) -5-F—FACTS(ONLY (2) STATEMENT ON NEW MH'S) INSPECTOR TO VERIFY SERIAL & LABEL S SPECIAL CONDITIONS CHECKED i. By SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER JOB FIN Sign '-.OFFICE COPY Address GAS -Meter.By Da ELECTRIC Meter By Date V= OK 0 = Not OK ' = Not Applicable MOBILE HOMES = Not Ready ; Date MOBIL5,KOME UTILITIES (Plans) OK except #'s oning Requirements -Setbacks -Easements oils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. EI ricity; Location-Clearances-Grnd-/ /Amp -Concrete Gas; Location -Test -Wrap;-/ �/" L -ft. / P Nat. or/ /"L"ft./ PLPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B- Date Card B-1 Date MOBILE HE 1 STALLATION (Plans) OK except #'s oni Re ments-Setbacks-Easements &Aeo,olis;,Slze-Spacing-Marriage Line Connector R.-'Wate,pdnd Sewer Connected -C/O to Grade -HD Approval Cert. 11L2Trrt. of Occupancy 12. Permanent Foundation Only; License Decal e Date Card Br1 Date Card B-1 Date G ' Caid 13-1 Date Card B-1 .5 ria ULA 75-3 f v6,1 q1705" 70- CvIU.O� �if LT 8`fb 'f r MISCELLANEOUS Date DECKS, COVERS, CARPORTS GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg.-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -landings 12. Braced Wall Panels Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes-Enclosures-Panelboards-Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 E ✓ = OK 0 = Not OK - = Not Applicable =Not Ready RESIDENTIAL (.c Date 46. Underfloor (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ P' Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ P' 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 -Jo ists- Vent s-Crippies 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date 63. PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19 D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 70. Fireplace or Stove, Clearance -Hearth Date 71. Card B-1 Date Card B-1 Date 72. Card B-1 Date Card B-1 Date 73. ELECTRICAL (Permit) OK except #'s 23. Fixture & Transformer Clearance -Ins. Protection 24. Elec. Receptacles Spacing -Lights & Switches at Doors 25. Size Boxes & No. of Conductors Stapled 26. Romex Installed Close to Edge of Studs & C.J. 27. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 28. 2 Appliance Circuits in Kitchen & Conductor Size GFI 29. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga Cu or At 30. Range Circle / / ga Cu or AI -Oven Circ. / / ga Cu or AI Insulated Neutral 0 Yes O No 31. Service -Riser Conductors & Ground Main Disconnect 32. Equip. Clearances Panels-Motors-Mech. Equip. 33. Clothes Closet Light -Shower Light -Spa Light 34. Smoke Detector 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings Date 86. Card B-1 Date Card B-1 Date 87. Card B-1 Date Card B-1 Date 88. MECHANICAL (Permit) OK except #'s 35. A.C. Ducts Insulation & Support 36. Vent Fan, Exhaust above insulation 37. Condensate Drain & Overflow, Size & Grade 38. Furnace -Vent Access -Comb. Air -Return Air Vent 115 outlet 39. Attic Access & Platform if Furnace in Attic 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s Comments at Final: 40. Sills Proper Materials & Anchors 41. Walls Studs -Nailing Spacing & Braces -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 45. Headers & Beams -Size & Bearing jingle & Duplex) Date FRAMING (Continued) 46. Hangers -Post Caps -Anchors -Connectors 47. Cling. Joist-Rfir. Ties- Purlin-Roll Brac.-Truss-Shting.-Ring. 48. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 50. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 51. Garage Fire Protection Framing 52. Property Line Firewall & Openings 53. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 54. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 55. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 56. Siding -Nailing Veneer 57. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access 58. Glazing Area -Glass Protection -Skylights -Plastic 59. Shear Walls; Nailing -Bolts 60. Brace Interior/Exterior Wall Panels 61. Insulation -Walls -Ceilings 62. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 63. Ext. Steps -Door & Sidelight Protection -Landings 64. Smoke Detector 65. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 66. Bedroom Exiting 67. G.F.I. & Bath Fixtures & Tub Access -Spa 68. Elec. Trim & Subpanel, Breaker Sizes & Labels 69. Stairs & Rails 70. Fireplace or Stove, Clearance -Hearth 71. Elec. Outlets at Wood Panel, Int. & Ext. 72. Kit. Fixt. & Appliance; Ground -Air Gap -Cooking Clearance 73. Elec. Outlets & Receptacles at Kit. Counter 74. Garage Fire Door; Swing -Landing -Closure 75. A.C. Duct in Garage -Damper 76. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 77. Plb., Elec. & Mech. Equip. Listed for Location 78. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 79. Insulation -Foam -Looked in Attic 80. Guard Rails & Deck Construction -Post Caps 81. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor O Yes 82. Following Insild./Drive J Yes J No/Walks J Yes J No/Planters J Yes J No 83. Stucco Brown -Finish 84. A.C. Unit Disconnect, Electrical -Plumbing 85. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 86. Water Well, Disconnect, Electrical, Plumbing 87. Exterior Elec. Trim, G.F.I. Receptacle -Underground 88. Ventilation Throughout House 89. Glass Protection 90. Corrections from Previous Inspections 91. Gas Test -Meters Tagged, Gas -Electric 92. Water & Sewer Connected -C/O to Grade -HD Approval 93. Energy Compliance Certificate -Other Certificates 94. Address Posted Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: BUILDING PERMIT NUMBER: 0 1-073 5 Address or location of unit: 14264 KANSAS LANE, CHICO, CA 95973 Legal Description of Real Property: A.P.#047-330-057 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: EDWARD & FRAN HAZELTON Owner's address: 853 MANZANITA, CHICO, CA 95928 INSIGNIA OR HUD NUMBER: UL1 497534/35 SERIAL NUMBER OR V.I.N.: 17-70-0328-MB-A/B MANUFACTURER'S NAME: SKYLINE YEAR: 1999 OFFICIAL APPROVING INSTALLATION: DATE: 4/25/01 PHONE: (530) 538-7541 H.C.D. 513C `F UNDAT O> 3 y � BUILDING PERMIT NUMBER: 0 1-073 5 Address or location of unit: 14264 KANSAS LANE, CHICO, CA 95973 Legal Description of Real Property: A.P.#047-330-057 SEE ATTACHED (x) Mobilehome/Manufactured Home () Commercial Coach Has been affixed to the real property above by installation on a foundation system pursuant to Health and Safety Code Section 18551. Owner's name: EDWARD & FRAN HAZELTON Owner's address: 853 MANZANITA, CHICO, CA 95928 INSIGNIA OR HUD NUMBER: UL1 497534/35 SERIAL NUMBER OR V.I.N.: 17-70-0328-MB-A/B MANUFACTURER'S NAME: SKYLINE YEAR: 1999 OFFICIAL APPROVING INSTALLATION: DATE: 4/25/01 PHONE: (530) 538-7541 H.C.D. 513C RECORDING, REQUESTED BY: AND WHEN RECORDED MAIL TO: BUTTE COUNTY BUILDING DIVISION 7 COUNTY CENTER DRIVE OROVILLE CA 95965 COPY of Document Recorded 26 -Apr -2001 2001-0017031 Has not been compared with original BUTTE COUNTY RECORDER SPACE ABOVE THIS LINE FOR RECORDER USE ONLY NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. LESTER G. RICHER & MARY S. RICHER, AND DAVID G. RICHER REAL PROPERTY OWNER&ESSOR 14264 KANSAS LANE \MAILING ADDRESS CHICO, BUTTE, CA 95973 CITY COUNTY STATE ZIP SAME INSTALLATION MAILING ADDRESS, IF DIFFERENT CITY COUNTY STATE ZIP EDWARD HAZELTON & FRAN HAZELTON UNIT OWNER (if also property owner. wrne'SAME') 853 MANZANITA AVENUE MAILING ADDRESS CHICO, BUTTE, CA 95928 CITY COUNTY STATE ZIP . UNIT DESCRIPTION BUTTE COUNTY BUILDING DIVISION LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY 7 COUNTY CENTER DRIVE MAILING ADDRESS OROVILLE, BUTTE, CA 95965 CITY COUNTY STATE ZIP 01-0735 (530)538-7541 B Q PERMIT TELEPHONE NUMBER .Mm_ Qg�z 4/25/01 IG ATURE OF LOCAL A OF ICTAL DATE COUSIN GA DEALER NAME (if not a dealer sale, write 'NONE") 39350 DEALER LICENSE NO. SKYLINE 1999 WOODFIELD MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAMEMMBER 17 -70 -0328 -MB -AB 26'X 56' UL1 497534/35 SERIAL NUMBER(S) LENGTH X WIDTH INSIGNIAlLABEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER SEE ATTACHED A.P. #047-330-05'7 HCD FORM 433(A) REV. 8/91 WHITE -County Recorder CANARY - HCD PfNK - Applicant GOLDENROD -Building Dept. Parcel I: A portion of Section 25, Order No. 204573 EXHIBIT "ONE" Section 30, Township 23 North, Range 1 East, M.D.B.&M. and a portion of Township 23 North, Range 1 West, M.D.B.&M., described as follows: Commencing at the intersection of the Easterly line of Highway 99E with the centerline of Meridian Road; thence running along the centerline of said Meridian Road, North 60° 28' East 1393.14 feet to the true point of beginning for the parcel herein 3 describefeed; thence from said true point of beginning, continuing North 601 28' East, and North 02°. 06' 15" West, 18.57 feet to the Southwest corner of that certain parcel of land described in Deed from Eldred E. Wolford, et ux, to John L. Haynes, et ux, recorded January 23, 1970, in Book 1600, Page 283, Official Records of Butte County; thence along the Southerly line of said Haynes Parcel, North 881 29' 15" East, .50 feet; thence South 140 53' 20" East, 632.70 feet to a point on the South line of that certain parcel of land described in Agreement of Sale, executed by Lloyd A. Meier, et ux, in favor of William J. McNelley, et ux, recorded May 24, , in Book 1676, Page 607, Official Records of Butte County; thence along the Southerly line of said McNelley et to the Southwest corner of said McNelley Parcel, South 87° 53'45" West, 325.42 fe Parcel; thence along the Westerly line of said McNelley Parcel, North 200 21' 15" West, 593.12 feet to the true point of beginning. Assessor's Parcel No., 047-330-057 Parcel II: An easement for road and public utility purposes 30.00 feet in contiguous to the Westerly lien of the herein described Parcel I 2 width lying Westerly and 5 W ' 1i std X• 11(FRl►.. (1,58.; FJDEI,ITY, IONAL,.., .r �;��TEL?,5308:9995 _; _ 3 . .. . ' � .� =02186 C� Ontur No. q.. ? E.crmv Nn. 107198 TD �ac01 Mu, 0 WN12N RECORDED MAIL TO: Mr. Lester Richer, etal 14264 Kansas Lane Chico, CA 95926 t 90-002196 Rao Fre 7,00 t DOC 33.00 Recorded Total 40.00 Official Records county t MOVAILEY ME CO. Candace J. Grubbs l Recorder l 61OOam 16 -Jan -80 CD 2 1►ACe AUOV[ 10110 a1Nt 10• Ai<OAO[A'1 Ulle UAII, TAX STATEMENTS 10: 1 OOQNIEIYTARY TRANSFfA TAX s 33, 0 0 1'r. XX Ce pygd an the e0rm:dW411on N veNO e1 Moptrly o41wW+d. OR SAME AS AOOVE - ^ compat4s on the corddnpl4n er,4Ne tau germ at #r4VV *WCv% 1 1~01W4 41 line of 1114. —a s Dred b �hr�n4*%4-W OR Awe_ 3T�Nlw, 0 04ele/MIN ee1.1 a,q/a1M111� q/ — 1n AYna A?1 047-37-0-057-0 GRANT DEID .r TAX ►IND FOR A VAI UAGLE CONSIDERATION, rvxvml at vmlUch Ia hanby 1CknOWIK19wJ. RONALD T. CARMODY and SHARON L. CARMODY, husband and wife haloby CRANTIS) to LESTER G. RICHER and MARY S. RICHER, husband and wife and DAVID G. RICHER, an unmarried man all as Joint Tenants: a• ,amt praparty ;n Ina O"XX unincorporated area cowhav of Butte State of CeNfurn:e, dele:ribed ee SEE ATTACHED DESCRIPTION Lester C. Richer and Mary S. Richer, husband and wife, accept the interest hert:Ln conveyed to them and David G. Richer, an unmarried man. as Joint Tenants with right of cucvivorahip in each of said joint tenants. The Grantees herein consent to and acest thio D.•ed s Joint Tenants AY -615 4(erlp' C, 16V1 I Lostcr C. Richer Mary S. R cc c►crr — David C. R C er Doted,-._JAt1VAry_ 10t 1990- 1TAI9Of CALVOPA w couhr.ot— _...Wu :te, .. I a1- January 16, 1990 0-1" 11.4 h eF4Il-141IIned. 4 1'10100 414+.1: •n God 101 IMO 1144, n41• R„4, �pp44,0d_, Ronald, T. Carmody,, ,_, Sharon L. CArm[>dyeses-116444eee /MewW WW" 14 ti to plw0d W ON an M DWI O' a l*.0 0' 0VIO0AG41 N of ow 11naw"I ~ M10e.N 416`9 4e[1A /tM0 NIM Mme ewlrb+w..i 4M 0c•n0-140,ed w IY. W.1 h/WANT 410t1Ma Aw MIM Iy1INC W 01m n400 PM 0•1<W M0I I RONALD T. CARMODY r SHARON L. CARMODY ✓ ' .1.1Ur.11 or1.w wu TAMtBAALOW A ,41.11r hd•e- c..rywe A vo.-PMI W Itis e,itl[A1W1, W rwlw oon u/ua ocpw 14. N►J telouwad II«« ..« 1w -/1111 .4410 wn 1110: I0141 i; w 3 . t 90-002196 Rao Fre 7,00 t DOC 33.00 Recorded Total 40.00 Official Records county t MOVAILEY ME CO. Candace J. Grubbs l Recorder l 61OOam 16 -Jan -80 CD 2 1►ACe AUOV[ 10110 a1Nt 10• Ai<OAO[A'1 Ulle UAII, TAX STATEMENTS 10: 1 OOQNIEIYTARY TRANSFfA TAX s 33, 0 0 1'r. XX Ce pygd an the e0rm:dW411on N veNO e1 Moptrly o41wW+d. OR SAME AS AOOVE - ^ compat4s on the corddnpl4n er,4Ne tau germ at #r4VV *WCv% 1 1~01W4 41 line of 1114. —a s Dred b �hr�n4*%4-W OR Awe_ 3T�Nlw, 0 04ele/MIN ee1.1 a,q/a1M111� q/ — 1n AYna A?1 047-37-0-057-0 GRANT DEID .r TAX ►IND FOR A VAI UAGLE CONSIDERATION, rvxvml at vmlUch Ia hanby 1CknOWIK19wJ. RONALD T. CARMODY and SHARON L. CARMODY, husband and wife haloby CRANTIS) to LESTER G. RICHER and MARY S. RICHER, husband and wife and DAVID G. RICHER, an unmarried man all as Joint Tenants: a• ,amt praparty ;n Ina O"XX unincorporated area cowhav of Butte State of CeNfurn:e, dele:ribed ee SEE ATTACHED DESCRIPTION Lester C. Richer and Mary S. Richer, husband and wife, accept the interest hert:Ln conveyed to them and David G. Richer, an unmarried man. as Joint Tenants with right of cucvivorahip in each of said joint tenants. The Grantees herein consent to and acest thio D.•ed s Joint Tenants AY -615 4(erlp' C, 16V1 I Lostcr C. Richer Mary S. R cc c►crr — David C. R C er Doted,-._JAt1VAry_ 10t 1990- 1TAI9Of CALVOPA w couhr.ot— _...Wu :te, .. I a1- January 16, 1990 0-1" 11.4 h eF4Il-141IIned. 4 1'10100 414+.1: •n God 101 IMO 1144, n41• R„4, �pp44,0d_, Ronald, T. Carmody,, ,_, Sharon L. CArm[>dyeses-116444eee /MewW WW" 14 ti to plw0d W ON an M DWI O' a l*.0 0' 0VIO0AG41 N of ow 11naw"I ~ M10e.N 416`9 4e[1A /tM0 NIM Mme ewlrb+w..i 4M 0c•n0-140,ed w IY. W.1 h/WANT 410t1Ma Aw MIM Iy1INC W 01m n400 PM 0•1<W M0I I RONALD T. CARMODY r SHARON L. CARMODY ✓ ' .1.1Ur.11 or1.w wu TAMtBAALOW A ,41.11r hd•e- c..rywe A vo.-PMI W Itis e,itl[A1W1, W rwlw oon u/ua ocpw 14. N►J telouwad II«« ..« 1w -/1111 .4410 wn 1110: I0141 i; FbB.-109' 01 (PR 1.). 12:58 FIDELITY. IONAL TEL:5308.9995 i 90-02186 ORDER :;0. SU -107196 TD DESCRIL'TION ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE STATE OF CALIFORNIA, COUNTY OF BUTTE, DESCRIBED AS FOLLOWSI PARCEL I! A PORTION OF SECTION 30, TOWNSHIP 23 11ORTH, RANGE 1 EAST, M.D.B. 6 M., AND A PORTION OF SECTION 25, TOWNSHIP 23 NORTH. PJ%NCZ 1 WEST, M.D.B. 4 M., DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE EASTERLY LINE OF 11IGNW4Y 99E WITH THE CENTERLINE OF Ni:R:DIAN ROAD: THENCE RUNNING ALONG THE CEl'T9RLINE OF SAID MERIDIAN ROAD NORTH 60 DEC. 28' EAST, 1393.14 FEET TO THE TRUE POINT OF BEGINNING FOR THE PARCEL HEREIN DESCRIBED; THENCL FROM SAID TRUE POINT OF BEGINNING, CONTINUING NORTH 60 07 . 26' EAST, 63.00 FEET •AND.. NORTH 02 DEG. 06 15" WEST, 18.57 FEET TO THE SOUTHWEST CORNER OF ;HAT CERTAIN PARCEL OF LAND DESCRIBED IN DEED FROK ELDREO E.• WOLFORD, ET UX, TO JOHN L. HAYNES, ET UX, RECORDED JANUARY 23, 1970, IN BOOK 1600, DACE 263, OFFICIAL RECORDS: THENCE ALONG THE SOUTHERLY LINE OF SAID HAYNES PARCEL, NORTH 30 DEC. 29, 15" EAST, 297.50 FEET: THENCE SOUTH 14 DEC, $31 204' EAST, 63a.70 FEET TO A POINT ON THE SOUTH LINE OF THAT CERTAIN PARCEL OF LAND DESCRZBCD IN AGREEMENT OF SALE EXECUTED BY LLOYD A. MEIER, ET UX IN FAVOR OF WILLIAM J. McH:.LEY, ET UX, RECORDED MAY 24, 197:1, IN ROOK 1676, PACE 607, OFPICIAL RECORDS; THENCE ALONG THE SOUTHERLY LIKE OF SAID MCIIELLEY PARCEL, SOUTH 67 DEC. 53' 45" WEST, 325.42 FEET TO THE SOUTHWEST CORNER OF SAID McNELLEY PARCEL; THENCE ALONG THE WESTERLY LINE OF SAID MCNELLEY PARCEL, NORTH 20 DEC. 21' 15" WEST, 593.12 FEET TO THE TRUE POINT OF BEGINNING. PARCEL TT? AN EASEMENT FOR ROAD AND PUBLIC UTILITY PURPOSES 30.00 FEET IN WIDTH LYING WESTERLY AND CONTIGUOUS TO THE WESTERLY LINE OF THE HCREIN DESCRIBED PARCEL I. aro 0 mumw P. 006 T s l ' RECORDING REQUESTED BY: AND WHEN RECORDED MAIL TO: NAME STREET ADDRESS CITY, STATE and ZIP SPACE ABOVE THIS LINE FOR RECORDER USE ONLY ' NOTICE OF MANUFACTURED HOME (MOBILEHOME) OR COMMERCIAL COACH, INSTALLATION ON A FOUNDATION SYSTEM Recording of this document at the request of the local agency indicated is in accordance with California Health 'and Safety Code Section 18551. This document is evidence that such local agency has issued a certificate of occupancy for installation of the unit described hereon, upon the real property .described with certainty below, as of the date of recording. When recorded, this document shall be indexed by the county recorder to the named owner of the real property and shall be deemed to give constructive notice as to its contents to all persons thereafter dealing with the real property. na REAL PROPERTY OWNER/LESSOR LOCAL AGENCY ISSUING PERMIT and CERTIFICATE OF OCCUPANCY % 4X64, KrA �1ti MAILING ADDRESS MAILING ADDRESS cnk C( CITY COUNTY STATE ZIP CITY COUNTY STATE ZIP INSTALLATION MAIIINGDDRESS, IF DIFFERENT BUILDINGPERMITNO. TELEPHONE NUMBER CITY COUNTY STATE ZIP �� rhe• UNIT OWNER (If also properly owner, write "SAME' MAILING ADDRESS CITY' COUNTY STATE UNIT DESCRIPTION ZIP \0-\3-Q(( MANUFACTURER'S NAME DATE OF MANUFACTURE MODEL NAME/NUMBER \a -3n- -z'2)- alp s6 "� a � LU-\ 1-\(r� ��5?)y SERIAL NUMBER(S) 1 ,] LENGTH X WIDTH INSIGNIA/LA8rrEL NUMBER(S) REAL PROPERTY LEGAL DESCRIPTION ASSESSOR'S PARCEL NUMBER C) LQ C) V SIGNATURE OF LOCAL AGENCY OFFICIAL DATE C—C)r--A &A V --f DEALER NAME (H not a dealer sale, write "NONE 3c `�S 0 DEALER LICENSE NO. \1\�ooci\ ►e� �-�2• Cr a0l,*%Aol.. HCD FORM 433(A) Rev. 8/91 DEPARTMENT OF HOUSINGFANDLCOONMMUNITY DEVELOPMENT Nz! DIVISION OF CODES AND STANDARDS �''"` REGISTRATION AND TITLING SECTION STATEMENT OF FACTS ihi.s unit is.".a: obilehome E] Commercial Coach Floating Home Truck Camper lecal (License) No.(s) Trade Name Serial No.(s) I/We. the undersigned, hereby state that the unit described above: _ j o . e „✓ \i ce w► c4 `I v Affiant further agrees to indemnify and save harmless the Director of Housing and Community Development, State.o.f..California, and subsequent purchasers of said unit, for any loss they may suffer resulting from registration of the above-described unit in California, or from issuance of a California certificate of title covering the same. I/We certify under penalty of perjury that the foregoing is true and correct. Executed on .A.. 1. at ��zev C" , ,4., a (City) (State) Signature of each affiant Printed name of each affiant \\ 0 W C Address 13'A "l �- C i ty State HCO 476.6 (Rev 11/86) ,COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION N/ 0 �`1.5 7''County Center Drive Oroville, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT ASSESSOR PARCEL NUMBER 047-330-057 ZONING A5 BUILDING PERMIT OWNER HAZELTON EDWARD & FRAN TELEPHONE 894-7836 SO. FT. OCC. BUILDING VALUATION 1456 R 78,624.00 .OWNER'S "UNG ADDRESS 853 MANZANITA CHICO CA 95928 CONTRACTOR'S NAME SKYCREST ENTERPRISES TELEPHONE 342-2694 CONTRACTOR'S MAILING ADDRESS 13468.HWY 99 E. CHICO CA 95973 CONSTRUCTION LENDER Fireplace LENDER'S MAIUNG ADDRESS Total Valuation $ 78 624.00 ARCHITECT OR ENGINEER LICENSE NO. Filing Feb $ 20.0 Permit Fee 545.00/2 $ 272.50 ARCHITECT OR ENGINEER'S MAILING ADDRESS Plan Checking Fee $ 23.00 BUILDING ADDRESS 14264 Energy Plan Checking Fee $ $ PERMIT FEE s 315.50 LOT NO. SUBDIVISIONS NAME PARCEL MAP PLUMBING PERMIT Fling Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome 10 Other BIS Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ' Addition ❑ Remodel ❑ Ulilities ❑ Installation)p Other ❑ Describe work: MH ON PERM FND EXIST SITE Gas piping system 1 - 5 outlets 15.00 15.00 Building sewer 15.00 Mobile Home IS I GI W1 020.00 4 PERMIT FEE : ELECTRICAL PERMIT Filing Fee 20.00 Main Service zoos oa mss 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license i in full force and effect. License Class Lic. No. � S VJ QL OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is Issued. 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. pnsgtion Insurance cgjrier and policy number are: My workers' comp Carrier Ywf e_ FU YYi% Policy Number ,46'ai. (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) 1 certify that in the performance of the work for which this permit is Issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that f I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall fo ith comply with th rov' ions. X Dae Si natu of Applicant - ❑ Owner ❑ ContractorAgent An OSHA permit is required for excavations over 5'0' a and demolition or construction structures over 3 stories in height. Main Service 200A To 1000A 46.00 NEW CONST.DWELLING Occup. 3.50Fr. OR CONS MU OUTLET NOr}RESID. 97.50 POWER APPARATUS 8 SINGLE OUTLET CIR. 20 .00 EX. Occup. OUTLET OR FORURES BAIL ®+.SO FIXED OR Ex. Occup. OUTLETS PM.) E. 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 0 PERMIT FEE $ Z4 ' 'r MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FE15 s Mobile Home Installation Fee $ Energy InspectioFee I $ Occ coNST. PE, TOT L FEE $ HAZ D IMP FLOOD X CDF pARC0. V I X PD X HD X ISSU This permit is hereby ssued under of the tte County ode and/or inWdc fees have Bc� PERMIT EXPIRES ON —1 — the applicable provisions Resolutions-todo work been paid. —p20 '-'Oof Date (;-0 ^ 0 057, Receipt No. 315189/143.007`0 WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD-APPLICANT(Date) CQUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISIONi. 7 (:ounty Center Drive • Orovllle, California 95965 • Telephone (530) 538-7541 PERMIT NO. (Rev.1W6) APPLICATION AND PERMIT A880WRPARCd NUV00l __ O5 NNo "0",46" BUILDINGPERMIT owree C �� �v��� `�p�l� o 8 t.\-9 b -) 6 SO. FT. OCC. BUILDING VALUATIO owmmv ""24 ADOMS tbs z : \., G 14I'c- ? S COWPACTOA'a 00JA S c -.res' ��v�e✓ ; S� TEL�IgN! �y� 7.69 CorrtRAcroR7 wwNo \� ..�ci COMTIwCflON LEWD( Fireplace LEoERs Nwua ADOREss Total Valuation IS ARcwmCTOR&4WNEER UCEME NO. Flinn Fee E 20.00 Permit Fee S S Plan Checking Fee E L AACWMCT OR DKMEMs wuNo ADOAM SULOM/D°"EssEnergy G�,,\ Com. Plan Checking Fee $ _ PERMIT FEE _ - tDTND °veolvlspN%NANE PAWEL MAP PLUMBING PERMIT Fling Fee 20.00 Each Trn 7.00 USEOFSTRUCTURE / SF O Duplex O Mobilehome Other 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 "hies O InstaCation "Other O Describe Work: `� "2 Y / S T / �G S / � Gas piping system 1 - 5 outlets 15.00 / s Buildin sewer 15.00 Mobile Home is I G1 W 020.00 PERMIT FEE t J —' ELECTRICAL PERMIT I Filing Feel 20.00 Main Service °io00oA� � tss 23.00 - �J /`J— *PERMIT FEE PAID � SRA " ' $ SHERIFF $ OTHER• $ $ $ ® AMOUNT RECEIVED = - *RECEIPT NUMBER 1 * TO BE PUT INTO COMPUTER Main Service 20" TO IOWA 46.00 NEW CONT. pwF11N0pCCUp. SO 3.501'LM7.5 . Ac NS.um a ACCLTI- NL UTLE NONRESIO. MULTI -OUTLET /17_rJ0 l:• POWER APPARATUS a SWOU OVTLET CR. Ex. Occup. OVT ET OR FWMES SAL 0 �.yp Ex. Occup. 0%1, slo.�A 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE _ PERMIT Fling Fee 20.00 HeatingMECHANICAL Cooling Hood e.so Ventilation PERMIT FEt it Mobile Home Installation Fee i Energy Inspection Fee $ o� `cNT TTPE TOTAL FEE HAL 1 0. FEES WP o COF LO This permit Is hereby Issued under the applicable provisions Of the Butte County Code and/or Resolutions to do work Indicated above for which fees have been paid. By Date PERMIT EXPIRES ON n !f�vr-+V •A'eor � Y y,'r10v�r�r'r'.s-}y, COUNTY Ox" BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVII.LLE, CALIFORNIA 95965 - TELEPHONE (530) 538-7541 PE"IT"PLICA TION DATA SHEET OWNER: Z QAJ ASSESSOR PARCELER: -- ✓ jD "�.S_ < Proposed Building Use: Building Inspector: ~ e� ate: /„ —n At time of permit application, I was it wised the following data must be submitted prior to permit processing and/or issuance: Date Received By ❑ 1. All items have been submitted .------------------------------------------------------------------------------------- lot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ 03. Complete plans, 3/4 sets, signed by the preparer of plans. ----------------------------------------------------- ❑4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. -------- ❑ 5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! ------------------ ❑ 6. Energy Design Compliance and supporting documentation. ---------------------------------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings.--------------------------------------------------------- ❑ 8. Hazardous Material Form. lanufactured Home data and installation instructions ingding Tie Down Specifications. ------------------ Feesof $ -----t--`----------------------------------------------------- Impact fees as shown on the attached schedule.0---e a--&6-�------------------------------------------ California Department of Forestry plan approval/fees.--------------------------------------------------------- elevation certificate. W. Sanitation and plot plan approval (L ealth Department. ❑ 15. City of Chico plumbing permit. ---------------------------------------. ❑ 16. Plot plan and business license approval from the City of Biggs. -----------------------------�--^^---------------- ❑ 17. Planning approval for (A) Use: 1,;:� (B) Parking: �---J----------------- ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage*, gal Parcel. ----------------------- Enc ----------------------EncPermit for driveway (construction approval prior too�u��pan,, cytl.--------------------- Pre-inspection for R�+ai3 r1 oate) 21. Contractor's license ' ormation. umber, Name Style, Classification).------------------�-�1-- 022. Workers' Compensation carrier and policy number ------------------------------------------------------------U 1123. Owner -Builder Verification (Given to owner ❑, Mailed to owner 0) - -------------------------------------- ❑24. Letter of signature authorization.,------------------------------------------------------------------ Y______------ ❑ 25. Recorded copy of Agricultural Acknowledgment Statement. -------------------------------------------------- ❑ 26. Letter of intent on building use. --=-------------------------------------------------------------------------------- ❑27. Manufactured Home utility clearance. --------------------------------------------------------------------------- 8. Existing violations and/or ired permi------------------------------------------------------------------- . `fid -L ❑433 A4 - ant De�M.H. Title, Jeck to H.C.D $ . --------------- 030. -------------- (� i ❑ 3 0. Other: ` en ou issu e t r cess as Cd ws ❑ Mail to owner, ❑ ail co actor. Xlephon� 0`���q hold for pickup at � office. ❑ Delivefw' inspector. APPZiPollu"tion' Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, ❑ ate: By: Copy of plans sent ❑ Health Department, ❑ Fire Department, jq Other: Date_ /1 Bv: 1. Index permit application for the above items numbered: ❑ Plan Check List 2. Additional items required: Contractor, designer, owner, was advised of the above required data by 6 phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building D'vision counter, by Date: �O Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in 0 Plan Cabinet, 11 A.P. folder. Note transfer by: Date: E.H. USE ONLY Plot Plan Attached CJ Floor Plan Attaclied�� P$- Sant to8.0./2-_ TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Ze//an 7—S36 -05 - Owner Location AP# Plan Approved for: Sewage Disposal x Water Supply: Public Private Well X Clearance for daalellirv%. Other 11 .�ol✓rr� ^'// fo �' / � e��r rM. 2 dei✓r.�. Hold final for: Final clearance O.K. for: NOTE: Ztce , Environmental Health Specialist Date 8/96 .-. ,�z---^•,-.m. :. .-..,,,.:...'^r"s�gt%'".- ..::::,�-�� :r.-.,. .,�w�. �r7^..�.%.�,.rr :��:,LG.iY1�-ftir� "Y.:�r�t,' �vS.: . ',.'.,: i ;,r .. ,. BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building; School District (Z Building Department No. A.P. Number Property Owner Property Locatior Subdivision Lot No. Residential Development 121 Sq. Footage j4 No of Living Mobile Home Addition/ 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection)' ................................................................................................................... Commercial/Industrial New Addition v (Floor Plans reviewed by School District District Identification No. ' V School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date '*bta,KoL Cf�Cts+a(VL (Applicant) 3 2_ — Z.Lo °t JS (Street Address) V (Phone Number) CLCb S-17'3 (City) (State) (Zip Code) '� �7has complied with the requirements of Resolution No:�'�ti by payment of $ 1 representing J� sq ua ref et.4 AB 2926 E w / FULL MITIGATION $ ' lol School District RepresentAlive /� Date Paid by Check # , ,'D V'e.... Remarks M b � V cn'Y14.Si t Notice: You may protest the imposition of the fees identified above by submitting a written protest to the District, in compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest will prohibit you from challenging the imposition of the fees in any court action. If, subsequent to the School District Representative signing this Butte County Schools Impact Fee Certification Form, the School District is notified by the applicable Local Planning Agency that this project is being reviewed under the California Environmental Quality Act (CEQA), this project may be subject to additional school fees to fully mitigate its impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xis (10/98)dmm t PRE -INSPECTION REPORT OWNER: A(3,`2A�v6 LOCATION: '`�'�5�iS Ly CONTRACTOR:SG���� PRE-INSPETION DATE TO O PERMIT HISTORY:( ) NONE BUILDING INSPECTOR'S REPORT Building Description: Commercial/Usage: Residential/# of Units: Currently Occupied a DATE: A.P. #• �� — ���— h� % ZONING: S t FOLLOWS: I Abandoned/Vacant Electric: Yes ✓ No Electric currently On Off Condition of Electric 4ew Gas: Natural Propane None_ Currently On Off r i a Obvious Problems: 1 Sanitation: I i Plumbing Working_ / X.d 4'. ' Well WorkingA1,0 Potable Water Obvious SewageProblems JV Comments: ACTION RECOMMENDED: ISSUE: �' / HOLD FOR ,t Inspector. Date %l/1 _ Sketch buildings on reverse and indicate location on property. �<f: v G— � ✓ ..� �-cr.�..• v..w .,.+..�, r• `i. r`_lic•.•+ -.j I — .,. .. --..c ...mos....}, ' � � r.'' ." 1• r\ �� �,,�•i %�"�� . 47 33 0AG 01-50 N • C RMODY . _ . 047-330-057 eri31an Rd, 1400'E Hwy 99 HAZELTON, ED & FRAN r ' 14264 KANSAS LN. CHICO r. Chic IIT :1 r f.•, AG EXEMPT PE t t' Permit%4�—E (ele ser ch/ex sit --' — _ _ . , - - ...•+"'�"�"�'r�..•�'� ,..,a.. -^v "a - � �_' LEC A>; s: � �•''`\�=r.� I Sri' , COMPACTION TEST REQ r . i �• x;! ' _ " ' �• SUPPORT STRUCTURE REQ .."; , � + � "�'�_� - � „ � ' � :� • � _Sig i , I fl agt 1 ^e e � �� l sf �a� !, . � i:- � 47- (Contr . Beich ico Perm;-t#3 - OMHI X,ls �lte) ' - .� f :. v' ' °fir-; I s 3�7 ,_+ tip �, Ic - �y • `S•+�r. `-� ,� _ _ ---_ _ -- _ , �R7 �4 r'.�r`F ��y•t * ~ ���x. ` � `, ! il 4.%_'�',��r Contr _ Pa_gifie—Msdu al r Conce } '"-'� ?`'` • a i ` } MHI(existing sitel� ti4z} a�. ..: r� r, a r 047)'z -330-057 PERMIT#9.5-0314' v' _ y _ RICHER, David At" ,�,• L 3 * �. ' 14264 Kansas Ln., Chico New pri det arae 047-330-057 01-0735 HAZELTON, EDWARD & FRAN '� •• _ ' � U ,�; ' r � ' + 14264 KANSAS LN. CHICO - - CONT: SKYCRBST ENTERPRISES rr s' ' - r MH ON PERM FND EXIST SITE Aix - r • 4; i cal - n .a �. .. ' ° ?�. ��': {p cr :y - :.r ti.rr.' ,/� �i. � i � _ . %br � � y T, ,; y r ../T.r'fi•. rT �.�'fT�+4 .1 n � r .,i„' . l - i _` .�•• s ,rF 1 f 4 r �, h. ,^..i Y [ 1h... � +�� %..-r I.F �- o4�'y .,, s' J .3 Y r ,,_ -, f, 7. C] w.. ajj%�" ..r S _j.. 'W -t: � r,,f, �.,,<�•_' J•:j � r / r s * ti �'• ��' • :xr� �r i, 'y• a :♦ � �- ��` � ..ice ^ - i :S_ - �; 7r. r• �. �. - .e r � ,�` \\ � F - "-RESIDENTIAL 047-330-057 PERMIT#95-0314---''. RICHER, David 14264 Kansas Ln., Chico j. New pri det garage JOB FINALED (Dat Signature 5�(� J=OK O = Not OK Not = t Ready MOBILE N ,. 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 13 MISCELLANEOUS Date DECK OVERS, CARPORTS, GARAGES, (Plans)OK except #'s o Requirements -Setbacks -Easements X16 . ootings; Soils -Size -Depth -Spacing -Connectors -Steel 10 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- RItrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roo Shthg-Roofing 11 xt.; to s -Doors -Landings Date 1 Date Card B-1 Date C rd 6-1 Date Card B-1 Date 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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card, B-1 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearences-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap: / /"L" ft. / /"Nat, or/ /"L"ft./ /"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. Exits; Insp.-Sketch 10. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 13 MISCELLANEOUS Date DECK OVERS, CARPORTS, GARAGES, (Plans)OK except #'s o Requirements -Setbacks -Easements X16 . ootings; Soils -Size -Depth -Spacing -Connectors -Steel 10 3. Decks; Griders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Bea ms- RItrs.-Connectors Shthg.-Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg; Sils-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roo Shthg-Roofing 11 xt.; to s -Doors -Landings Date 1 Date Card B-1 Date C rd 6-1 Date Card B-1 Date 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 -Panel boards -Ins. to Main in Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card, B-1 J=OK O = Not OK t. ..... = Not Applicable Not Ready RESIDENTIAL (Single = Date UNDERFLOOR (Plans) OK except #'s j & Duplex) Date FRAMING (Continued), 1. Zoning -Setbacks Easements -Flood -Slope 45. Hangers -Post Caps -Anchors -Connectors 46. Clno. Joist-Rftr. ties-Purlin-root Brac-Truss-Shthno.-Rfno. 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 -Bloc kouts-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 -Anchor -Regulator -Service Test 12. Electric; Underground 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples+ 15. Access & Ventilation 16. Insulation Date Card B-1 Date Card.B-1 Date Card B-1 Date Card B-1 Date PLUMBING (Permit),OK except #'s 16. Water Htr.: Vent -Access -Combustion Air -Baffle 17. Water Pipe: Test & Anchor -Nail Protection 18. D.W.V.; Test -Fittings & Anchor -Nail Protection ------------- -- ---------------- 19. Shower Pan; Test. First Floor -Tub Access ----------------- ----------------------------- 20. Test Tull & Shower. Second Floor -Tub Access ---------------------------- 21. Gas Pipe: Size & Anchors Date Card B-1 Date Card B-1 ------------------------------- -------------------------------------- Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s 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/Mech. Fastners-Bond Gas & Water -------------- 2 Appliance Circuts in Kitchen & Conductor Size!GFI -------------------------------------------------------------- 28. Subfeed Wire Sizer ga. Cu or AI-A.C. Wire Size ! ! ga. _Cu or Al ------------------------------------------------ ---- 29. Range Circ / r ga. Cu or AI -Oven Circ. / / ga. Cu or Al. Insulated Neutral El Yes ❑_No - --------------- --------------- 30. Service -Riser Conductors & Ground -Main Disconnect ------- - - ------------------------------------------- 31 Equip Clearances Panels-Motors-Mech. Equip. ---------- ----- --- - ------------ -------'------------------------ 32. Clothes Closet Light -Shower Light -Spa Light 33. Smoke Detector ------------------------------------------------------------------------------------ ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 ---------------------------------------------------------------------------------- Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except a's 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 Card B-1 Date Card B-1 ----------------- ------- ----------------------------------------------------- Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 39. Sils. Proper Material & Anchors -------- ------ ------------------------------------------------------------------ 40. Walls Studs -Nailing. Spacing & Bracing -Plates -Sound ---------- --------------------------------------------------------- 41. Bearing Walls over Girders & Floor Nailing -------------------------------------------------- - 42. Draft Stop in Walls- (rat proof) - -------------------- 43. Fire Stops Furred Ceilings -Stairs -Chases -Tub ------------ --- - --- ---------------------------------------------------- 44. Headers & Beam -Size & Bearing 47. Fireplace Ties or Type A Flue -Fireplace Throat clearance 48. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles -- --- 49. Bdrm. Windows or Exiting Doors -Sill Hgt. & Dimensions 50. Garage Fire Protection Framing 51. Property Line Firewall & Openings 52. Ext. Doors -One 3' -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 --- --------- 5---- ----------------------------- - Date Card B-1 Date Card B-1 --- ------------------------ Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 61. Ext. Steps -Door & Sidelight Protection -Landings ----------------------- -- 62. Smoke Detector 63. Furnace: Vents -Clearance -Comb. Air -Connector - In Garage: Above Floor-Ducts-Mech. Protection 64. Bedroom Exiting 65. G F.I & Bath Fixtures & Tub Access -Spa 66. Elec. Trim & Subpanel: Breaker Sizes & Labels ----------------- 67. Stags & 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 Garaqe: Above Floor-Mech. Protection -------------------------------------- 75. Plb.. Elec. & Mech._Equip. Listed for Location --------------------------------- 76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection ---------------------------------------------- 7;. Insulation -Foam -Looked in Attic 0 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 O Yes ❑ No: Walks ❑ Yes ID No; Planters ❑ Yes 0 No - - - ------------------------------------- -- 81. Stucco: Brown -Finish ------------------------- 82. A.C. Unit: Disconnect. Electrical, Plumbing --------------------------------- 83. Vents Above Roof: Plbg.-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 ----- ---------------------------- - ----------- ---- ---- 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: 6`7�_ (a&(0 1 COUNTY OF BUTTE • DEPARTMENT OF DEVELOPMENT ( SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, California 95965-- Telephone (91 6) 538-754—� + APPLIC.07,10h AND PE=RMIT A®ES70R PARCEL Ny►I OER 20N1N0 047-330-057 _ _ I A5 DAVID RICHER 1898-1662) OWNER'SMrNr 14264 KANSAS LN, CRICO 95926 CON TRAC TO"k .AE TF1[NWNi CON TIUC700" NIA4610 ADORES! CONOTRUCTION Ludoes LENOEI►7 AAAWw0 A ess ARCMTECT OR E?Rt1NEER ARCHITECT OR ENC6KiRS MAKA44 AWMEW NALOd.G ADOREss 11,964--M arNo. I susommOMSNIYQ T,N _ CHIQ0 BUILDING PERMIT NO. SQ. FT. I OCC. I BUILDING V N 792 1 M I 1LL_996 Rreplace UNSMOWN Total Valuation ng Fee S 20.00 Permit Fee g Plan Checking Fee g Energy Plan Checking Fee g S PERMIT FEE S PLI Each Trap Solar or heat numn warm hnar— Water piping Each gas water heater or vent USE OF STRUCTURE Gas piping system 1 - 5 outlets Building sewer SF L'. Duolex C: Mobiiehome O Other I Mobile Home SPCCIFr �� TYPE OF WORK i New O Addition 0 Remodel 0 Utilities 0 Installation 0 Other 0 Contractor Oescribework: GARAGE ELECTRI CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) 0 1 am a licensed under provisions of Chaoter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification 0 I. as the owner, or my employees with wages as their sole compensation, 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 contractors. (Sec 7044) O I am exempt under Sec. Business and Professions Code forthis reason WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): 0 This permit is for $ 100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. IV I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. I certify that I have read this application and state that the above information is correct. I agree to comply to all Butte County Ordinances and California 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 con equen of the nting of this permit. X Date di Signature of Applicant - Owner U Contractor ZI Agent An OSHA permit is required for excavations over S -O' deep and demolition or construction of structures over 3 stories in heignt. J"��e3Z Receipt No. WHITE -0.0.S.-8.0. CANARY -ASSESSOR PERMIT FEE I g L PERMIT t•• Main Service tl1O"GRORLEss 200A LESS j Main Service ( 200A To IOOOA NEW CONsr. ( OWE LLING OCCUR. OR AODNS. 6 ACC. ii. r' NEW CONST. MUL r1.OUrLET 1 NON RESID. ( RRANCHCIRCu1rS EX. Occup. ( OUTLET OR FIXTURES EX. OCCUp. FI%EO APPWs. OR ( OU TI CTS, TS IRESID.I EA Temporary Service Mobile Home Facilities Misc. Wiring PERMIT FEE $ Contractor PERMIT Heating Cooling Hood Ventilation Filing Fee 7.00 23.00 15.00 15.00 15.00 15.00 @20.00 20.00 Filing Fee 1 20.00 23.00 46.00 3.SC c° @7.50 1 I 209 1.00 _ BAL. t'+ SO I 5.00 I 23.00 I 20.00 23.00 I Filing Fee 1 20.00 I 6.50 I PERMIT FEE $ Contractor Mobile Home Installation Fee I S Energy Inspection Fee I's N TOTAL F $ 287.30 HA s I -'IP ( 10 I CDF P`L i Pq i H IS� I This permit is hereby issued under the applicable provisions of the rte County Cod and r Resolutions to do work indi to ve for wh' eas ave been paid. / By PINK -iNSP EC7OR GOLOENROO-APPLICANT I PERMIT EXPIRES ON 10Arel Date i COUNTY OF BUTTE - DEPARTMENT OF OEVELOPMENf f SERVICES - BUILDING DIVISION 7 County Center Drive - Oroville, Qp ifomia 95965-- Telephone (916) 538-7541 APPLiCAT10N AND PE=RMIT ,®cava P,,,c[L u„ecp j��^ D� I zoN1N0 BUILDING PERMIT !( PERMIT NO. ow..[e Je _j G )_doal- I *t�E � � �G�Z CONMACTO "h .A[ 6,J SQ FT I OCC. I BUILDING VALUATION CON TWACTO"l MANJUG App1 =5 F reel ac e a.anlucna+uu.ocll I UN.1VOwN ( Total Valuation $ 2 j'6 Fling Fee $ 20.00 �laroa s NAy>Ia A00116sa Permit Fee $ 6 Z ��AICMKCT 011 OR'W[[II UCp,� pip• Plan Checking Fee $ C S �/' Energy Plan Checking Fee $ ARC34TCCT OR [N40d[4"a 11AA1LING A00r109 i Penalty $ x11Lo.+a Aoo11[$ �/ ,4— PERMIT FEES '0_ PLUMBING PERMIT Filing Fee 1 20.00 Each Trap 7.00 Solar or heat pump water heater 23.00 I Water Piping 15.00 Lp f NO. I S'UlOIv410M3 NAM[ � I vwcctN.v Each gas water heater or vent 15.00 USE OF STRUCTURE SF C': Ouclex O Mobilehome O Other SPECIFY TYPE OF WORK --� New O Addition O Remodel O Utilities O Installation O Other O Oescribe Work:C'/ />l6i/r�j Gas piping system 1 - S outlets 15.00 Building sewer I 15.00 i Mobile Home S G I W @20.00 I PERMIT FEE g Contractor ELECTRICAL PERMIT Filing Fee 20.00 Main Service ( =AOOALLE n ) 23.00 Main Service ( 200A TO 1000A ) 46.00 NEW CONST. DWELLING OCCUP. OR AOONS. ( 6 ACC. BLOS. ) 3.SC so. CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one) O 1 am a licensed under provisions of Chapter 9, Division 3 of the Business and Professions Code and my license is in full force and effect. License No. Classification O 1, as the owner, or my employees with wages as their sole compensation, 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 contractors. (Sec 7044) O 1 am exempt under Sec. Business and Professions Code forthis reason WORKER'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): Cl This permit is for S 100.00 (valuation) or less. O 1 have placed on file with the County of Butte Dept. of Development Services, Building Division a Certificate of Workmen's Compensation Insurance or a Certificate of Consent to Self -insure. O I shall not employ any person in any manner so as to become subject to the Worker's Compensation laws of California. Notice to Applicant: If after making this statement, should you become subject to the Worker's Compensation provisions of the Labor Code, you must forthwith comply with such provisions or this permit will be revoked. NEW CONST. MULMourLET •NON.RESIO. ( BRANCH CIRCUITS ) I @7.50 'I ( POWER APPARATUS ) a SINGLE OUrLET CIR I Ex. Occup. ( OUrLEFOR FIXTURES ) B20 '•0 Ex. Occup. Flxto APPLNS. OR ( OUTLETS IRESIO.1 EA. ) 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring I 23.00 I PERMIT FEE S Contractor MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood I 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 Butte County Ordinances and California 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. X Date Signature of Applicant - O Owner U Contractor J Agent An OSHA permit is required for excavations over 5-0' deep and demolition or construction of structures over 3 stories in he:gnt. Mobile Home Installation Fee S Energy Inspection Fee I $ Occ cuN,r. ""TOTAL FEE $ i I NAz. I O. FEES I IMP I FLOOO COF I PARCEL i PO I NO I ISSUE This permit is hereby issued under the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMIT EXPIRES ON (De rel Receipt No. WHI rE.0.0.S..8. O. CANARY -ASSESSOR P!N R - W SPEC AOR GOLD ENROO•APPLIC AN r A routine inspection indicates that the following violations of Butte County Ordinances exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please ca tact this office immediately. ;r ov DVL (� L S ,ice;• - w-_ f rsr.- �n rF}'1, >.R .F. Yyyd J• 4. f /, Daae 2 (AP `Y (Inspector REV 10/92 COUNTY OF BUTTE BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751 7 County Center Drive, Oroville, CA - (916) 538-7541 747 Elliott Road, Paradise, CA - (916) 872-6307 CORRECTION NOTICE 31a OWNER 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 notify this office when correction of work is completed. If you have any questions pertaining to this matter, or need additional explanation, please ca tact this office immediately. ;r ov DVL (� L S ,ice;• - w-_ f rsr.- �n rF}'1, >.R .F. Yyyd J• 4. f /, Daae 2 (AP `Y (Inspector REV 10/92 r. COUNTY OF BUTTE All BUILDING DIVISION -? ` DEPARTMENT OF DEVELOPMENT SERVICES 1469 Humboldt Road, Chico, CA - (916) 891-2751" ' 7 County Center Drive, Oroville, CA - (916) 538-7541 a' 747 Elliott Road, Paradise, CA - (916) 872-6307 r CORRECTION NOTICE Gr a31q 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 notify this office when correction of work 4 is completed. If you have any questions pertaining to this matter, or need additional explanation, please contact this office immediately. -rag u AA16of /V&7- ��- V Date --� �'� �/ Inspector REV 10/92 .... ..�. .. , �-•'11{:�.xi•i �s. �,F'`-'t�'''i'. •a .. .a-��.�'n^�.w'... �-•�:`-N' .Y'Sn .:v,�.t�'ti >.i. �1-r.,�-avr.: .:y�f+'".• -. r ... ,., COUNTYOF BUTTE - DEPARTMENTOF DEVELOPMENT SERVICES -BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 -TELEPHONE (916) 538-7541 PERMIT APPLICATION DATASHEET OWNER , L45 t t C11 -e-A A. P. No %- 330-05-) Proposed Building Use Building Inspector Date Z At time of permit application, I was advised the following data must be submitted prior to permit processing and/or issuance: DATE RECEIVED BY 1. All items have been submitted . .......................................... 2. Plot plans, 3/4 sets, signed by preparer of plans . .......................... 3. Complete plans, 3/4 sets, signed by preparer of plans ....................... . 4. Engineered plans and calcs, 3/4 sets, with wet signature on plans . ............. 5. Hazardous Material Form . ............................................ 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. Mobilehome data and manufacturer's installation instructions, 2 sets. ........... 10. Fees of $......................................... Impact fees as shown on attached schedule. 12. California Department of Forestry plan approval fees,. c� .. . 13. Flood elevation letter (100 year flood by Californi Pgineer.* .. 14. Sanitation and plot plan approval 4-0 Health Departme�l�+! 15. City of Chico plumbing permit . ........................................ . 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). ...Pn34;gPecti0A'6qdest 20. Pre -inspection for required. . to Building Inspector (Date) 21. Contractor's license information. (No., Name Style, Classification) . .............. 22. Certificate of Workmans Compensation Insurance. ....:.....`............... . 23. Owner -Builder Verification (Given to owner , Mail to owner - ). ........... 24. Recorded copy of Agricultural Acknowledgement Statement . .................. 25. Letter of signature authorization . ........................................ 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/e pire perms Ian check list. Wxt 34. When yQ issue the permit, process asgws: Mail to owner. Mail to contractor. _Telephone g96 /d�L anrf,( old or 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 pri r o permit issuance: (Circle new item not checked above). 1. Index permit for above items No. 1 2. Additional items required: Contractor, designer ow , was advised of above required data by _ phone _ mail Counter by ate 7-�F S Contractor, designer, owner, was advised of above required data by _ phone_ m it Counter by _ Date Plans checked by Date Plans approved by G Date% -// Sets of plans on hold in File cabinet AP folder 0..1 Copy - Department of Public Works Aug.26 '96 11:19 KONICA FAX 720 P. 2 9- APPUM Mp��.i� aoao Eng nerr0 g Cnhnort )road 70ding hrnl Mm, rA It Inspection 96926 NSUI ANTS Cwoe (918, l�zttUtcatSon tl91-tS026 Inspector's Dally Report PROJECT. Test Structural Bolts, 14264 Kansas Lane, Chico FILE NO: 95524 INSPECTOR: J. Sears PAGE NO: I of 1 WEATHER: Clear, warm DATE: 11-01-95 Arrived at the jobsite at 1300 hr. to provide testing of high strength bolts installed in a new pre-engineered steel structure located at the address shown above. The AP No, for this parcel is_047=330-05-7-and the Bu Tdinrr_Permmit No it-954611'477/This structure is manufactured by Sunward Corp and contains a single moment -resisting rigid frame at the center. A total of twenty four 3/4" x 2" A325 bolts had been installed in the moment frame connections without hardened washers used under the nuts. Three bolts were removed from the structure for calibration of our torque wrench with a Skidmore -Wilhelm load cell. The average torque required to produce required minimum tension in the bolts (29,000 lb.) was 350 ft -lb. All bolts had been installed and tightened by the owner contractor using a standard wrench. Hardened steel washers were obtained and installed beneath each nut prior to re -tightening with the calibrated torque wrench to 350 ft -lb. It is our Judgement that all high strength bolts installed in the moment frame of this structure are now tightened to yield the mimimum tension specified by the AISC Steel Construction Manual. It should be noted that the torque wrench was calibrated in th@ Skidmore -Wilhelm device using the same hardened washers as were installed in the structure. De acted the job at 1500 hr. and returned tothjE;0zgL-" to prepare report. BM4zwF rats Aug.26 '96 11:18 KONICA FAX 720 PLIED -1ES Materials Engineering Tesling and ..... "°`' FAX TRANSMITTAL COVER SHEET Crane certification 5050 Cohassel Road Chico, CA 95926 _ FROM: APPLIED TESTING CONSULTANTS TECH: Number of pages including cover: 'Z, Remarks: TIME: 2 15 FAX # --53 j•3 - 2-14 a FAX # (916) 891-4243 PH. # (916) 891-6625 P. 1 • •�. If transmittal is not clear please call (916) 891-6625. In case of transmittal recieved by unauthorized parties, please forward to company and fax # listed above. (916) 891-6625 • LCI •460 Ito -11 K • e •- DATE: TO: FROM: Owner Butte County Development Services CITATION REQUEST CODE ENFORCEMENT BUILDING DEPARTMENT bl-I � APN # Owner Zoning W244- LAW A dress ❑ Pictures ` C IIA 1�r-1% ❑ Correspondence ❑ Notes !�("JIQ d W ��� �'JI�JJ�j�.�,� ❑ Other � Violation \W4- r-nw Violation Address Attached is the required documentation regarding the violation on this property. Please proceed with the citation procedure on these violations and include any other violations on the property which may be appropriate. Description of Violation: K://Code Enforcement/Citation Request 11/23/05 � PROOF OF SERVICE BY MAIL 1 I am a citizen of the United States and employed in the County of Butte; I am, and was at the 2 time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within 3 action. My business address is Department of Development Services, Building Division, 7 County 4 Center Drive, Oroville, California 95965. I am readily familiar with the County's practice for 5 collection and processing of correspondence/documents for mailing with the United States Postal 6 Service and that said correspondence/documents are deposited with the United States Postal Service 7 in the ordinary course of business on the same day. 8 On May 3, 2006, I served the foregoing Code Enforcement Citation # 0228 on the 9 person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage to thereon fully paid, addressed as indicated below, and by placing said envelope. 11 12 In the appropriate place within the Department of Development Services where 13 mail is collected for mailing with the United States Postal Services on the same 14 day. 15 X In the United States Postal Service Mail in Oroville, California. 16 Edward L. Hazelton 17 14264 Kansas Lane Chico, CA 95973 18 19 I declare under penalty of perjury under the laws of the State of California that the foregoing 20 is true and correct and that this declaration was executed on May 3, 2006, at Oroville, California. 21 l y 22 Alise Foots Office Assistant 23 24 25 26 27 28 1 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 PROOF OF SERVICE BY MAIL I am a citizen of the United States and employed in the County of Butte; I am, and was at the time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within action. My business address is Department of Development Services, Building Division, 7 County Center Drive, Oroville, California 95965. I am readily familiar with the County's practice for collection and processing of correspondence/documents for mailing with the United States Postal Service and that said correspondence/documents are deposited with the United States Postal Service in the ordinary course of business on the same day. On May 3, 2006, I served the foregoing Code Enforcement Citation # 0230 on the person(s) named below by placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed as indicated below, and by placing said envelope. In the appropriate place within the Department of Development Services where mail is collected for mailing with the United States Postal Services on the same day. X In the United States Postal Service Mail in Oroville, California. Fran Hazelton 14264 Kansas Lane Chico, CA 95973 I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct and that this declaration was executed on May 3, 2006, at Oroville, California. L 4fficAfficeFo is e Assistant BUILDING DIVISION }' COUNTY OF BUTTE,- DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: (530) 538-7541 AGRICULTURAL BUILDING EXEMPTION PERMIT AG 61-W A G 61 -W Agricultural building is defined as follows: Agricultural building is a structure designed and constructed to house farm implements, hay, grain, poultry, livestock, or other horticultural products. This structure shall not be a place of human habitation or a place of employment where agricultural products are processed, treated, or packaged, nor shall it be a place used by the public. ASSESSOR PARCEL NO. bye-33o-fls� ASSESSOR PARCEL NO. ,. S OWNER �\���` O� E�1., KLKCR �"VeQL PHONE NO. St � T OWNER'S ADDRESS LOCATION OF BUILDING i L1l,6`/ USE OF BUILDING SIZE OF STRUCTURE SO. FT. TYPE OF CONSTRUCTION: WOOD FRAME STEEL CONCRETE OTHER (Specify) TYPE OF !VG ROOF COVERING FLOOR TYPE C_.' ESTIMATED COST OF CONSTRUCTION $-sloo AG Buildings shall comply with the minimum front, side, and rear yard setback requirements of the applicable County Ordinances as follows: 9C> 44u-&'�REAR �o r � FRONT "f SIDES AG Buildings shall be a minimum of five (5) feet from any septic tank or leach fields. AG Buildings less than 1000 sq. ft. in floor area shall be located a minimum of 6 feet from a residence, 10 feet from a mobilehome, and 23 feet from a commercial building. AG Buildings greater than 1000 sq. ft. in floor area shall be located a minimum of 23 feet from a residence and a mobilehome, and 40 feet from a commercial building. I declare under penalty of perjury that the building will be used as stated about, and the purposed use confirms with the AG Building definition. If any change in use or occupancy of the building is made, I will contact the Building Division and obtain any necessary permits, inspections, and approvals to comply with the requirements in effect at that time and before occupancy. Date `lrmr � `_ o Signature of Owner (' ��, X4 / . Permit Fee - $60.00 The above described AG Building is exempt from a building per it. 00 PAR L P.D. ROOF G IS: Receipt No. 3 ffaDl V Manager Building Division BY > Date White — DPW, Yellow — Assessor, Pink — B. I., Goldenrod. —Applicant COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION e ti -7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 -TELEPHONE (530) 538-7541 PERMIT APPLICATION DATA SHEET OWNER: ASSESSOR PARCEL ER: gy Proposed Building Use: O -CL Building Inspector: Date: At time of permit applicatio , I was ad ' ed the following data must be submitted prior to permit roc ssing and/or issuance: Date Received By /1. All iiems have been submitted-------------------------------------------------------------------------------------- ❑2. Plot plans, 3/4 sets, signed by the preparer of plans. ------------------------------------------------------------ ❑3. Complete plans, 3/4 sets, signed by the preparer of plans. --------------------------------------------- �4. Engineered plans, 3/4 sets, with wet signature on plans. All engineering must be shown on plans. U5. Engineered truss details and layout in duplicate (required prior to plan review) No faxes! --------- t ❑ 6. Energy Design Compliance and supporting documentation. -------------- ----------------------------- ❑ 7. Statement of Intent for Non -Heated and A/C Buildings. ------------------------------------------------ 118. Hazardous Material Form. --------------------------------------------------------------------------------- ❑9. Manufactured Home data and installation instructions including Tie Down Specifications ---------- El10'. Fees of $ ----------------------------------------------------------------------------- ❑ 11. Impact fees as shown on the attached schedule.----------------------------------------------------------------- ❑ 12. California Department of Forestry plan approval/fees.-o------------ ❑ 13. Flood elevation certificate. 414. S'anithtioi aiid plot plan approval Health Department. ❑ 15. City bf Gliico plumbing permit. ------------- --------------------------- ❑ 16. Plot plan and business license approval from the City of Biggs. --- ❑ 17. Planning approval for (A) Use: %,� h-. (B) Parking: _ ❑ 18. Contact Land Development about ❑ Improvements, ❑ Drainage, ❑ Legal Parcel. ❑ 19. Encroachment Permit for driveway (construction approval prior to occupancy). 020. Pre -inspection Pre -inspection for required: Request to Building Inspector on ❑21. Contractor's license information. (Number, Name Style, Classification). -- ❑22. Workers' Compensation carrier and policy number. -------------------------- 023. Owner -Builder Verification (Given to'owner ❑, Mailed to owner 0) - ---- 024. Letter of signature authorization. ----------------------------------------------- ❑25. Recorded copy of Agricultural Acknowledgment Statement. ---------------- 112 6. Letter of intent on building use. ------------------------------------------------- 027. Manufactured Home utility clearance. ------------------------------------------ 028. Existing violations and/or expired permits. ------------------------------------ ❑29. ❑433 A, ❑Grant Deed, ❑ M.H. Title, ❑ Check to H.C.D $ 030. other: 7en you issue th ermit, ro/ss as follows ❑ Mail to owner, []Mail to tractor. Telephone 3� +Q"( y and hold for pickup atD �v� office. ❑ Deliver with inspector _ (Date) Applicant: Date: Copy of Haz-Mat form sent ❑ Health Department, ❑ Fire Department, o Air Pollution Date: By: Copy of plans sent ❑ Health Department, ❑ Fire'Department, ❑ Other: Date: By: 1. Index pemrit application for the above items numbered: ❑ Plan Check List " 2. Additional items required: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑, mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, o mail, ❑ Building Division counter, by Date: Contractor, designer, owner, was advised of the above required data by ❑ phone, ❑ mail, ❑ Building Division counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Sets of plans on hold in ❑ Plan Cabinet, ❑ A.P. folder. Note transfer by: Date: Yellow Copy - Department of Development Services, Building Division. Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecountV.net/dds ADMINISTRATION * BUILDING * PLANNING April 10, 2006 Fran and Edward Hazelton 14264 Kansas Lane Chico, CA 95973 RE: Formal Warning Notice Building Code Violation Location: 14264 Kansas Lane, Chico AP #: 047-330-057 Dear Fran and Edward Hazelton: o�uTT�o o i o 0 0 o - o 0 5.'ei cOU N'�y Through our courtesy notice on March 13, 2006, you were notified pursuant to Section 41-2 of the Butte County Code of the presence of code violations on your above -referenced property. According to our records, the courtesy notice has not resulted in the correction of the following violation(s): 1. The, detached garage located on your property. The above violation(s) shall be corrected or abated by you by submitting three (3) complete sets of plans, applying for the required permits, and paying the appropriate fees, including penalties. After permit issuance and field authorization to proceed, the work must be completed and approved by this office within the permit specified time. This is your final warning.. Unless you contact this office and make .the proper arrangements to correct or abate the violation(s) voluntarily, within ten 10 days from the date of this letter, enforcement shall be pursued through the issuance of a citation (ordering you to appear in court) for the violation(s) and for failing to comply with this warning letter. Upon conviction of said violation(s) or of failing to comply with this letter, the court shall impose penalties (fines) and a Notice of Violation shall be recorded in accordance with Butte County Code Section 41-7. The Notice of Violation shall include a description of the premises the violation concerns, a description of the violation, the date of your conviction and the action necessary to correct or abate the violation(s). Should you have any questions concerning this matter, please contact Bill Barron at 538- 2051. Or visit our office at 7 County Center Drive in Oroville. Our office hours are Monday through Friday 8:00 a.m. to 4:00 p.m. Sincerely, Bill Barron Supervising Building Inspector BB: ajf Cc: Assessor 2 PROOF OF SERVICE BY MAIL 1 I am a citizen of the United States and employed in the County of Butte; I am, and was at the 2 time of the service hereinafter mentioned, over the age of eighteen years and not a party to the within 3 action. My business address is Department of Development Services, Building Division, 7 County 4 Center Drive, Oroville, California 95965. I am readily familiar with the County's practice for 5 collection and processing of correspondence/documents for mailing with the United States Postal 6 Service and that said correspondence/documents are deposited with the United States Postal Service 7 in the ordinary course of business on the same day. 8 On April 10, 2006, I served the foregoing 10 Day Notice on the person(s) named below by 9 placing a true copy thereof in a sealed envelope, with first class postage thereon fully paid, addressed 10 as indicated below, and by placing said envelope. 11 12 In the appropriate place within the Department of Development Services where 13 mail is collected for mailing with the United States Postal Services on the same 14 day. 15 X In the United States Postal Service Mail in Oroville, California. 16 Fran and Edward Hazelton 17 14264 Kansas Lane Chico, CA 95973 18 19 I declare under penalty of perjury under the laws of the State of California that the foregoing 20 is true and correct and that this declaration was executed on April 10, 2006, at Oroville, California. 21 22 Vis—eJ. Foots Office Assistant 23 24 25 26 27 28 Butte County Department of Development Services TIM SNELLINGS, DIRECTOR I PETE CALARCO, ASSISTANT DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile www.buttecounty.net/dds ADMINISTRATION * BUILDING.* PLANNING March 13, 2006 Fran and Edward Hazelton 14264 Kansas Lane Chico, CA 95973 RE: Building Code Violation Location: 14264 Kansas Lane, Chico AP#: 047-330-057 Dear Fran and Edward Hazelton: This is a courtesy notice to notify you that you are in violation of the Butte County Code, at the above -referenced location for the failure to obtain the required permits, inspections and approvals from this office for the following: 1. For the detached garage located on your property. Since permits and inspections are required for the above work, please submit three (3) complete sets of plans, apply for the required permits, and pay the appropriate fees. All work must stop until these permits are issued and you are authorized by our field inspector to proceed. The field authorization cannot be made until the existing work is inspected and approved. It is the County's goal to obtain voluntary compliance with the Butte County Code. However, you should be advised that Butte County has an active Code Enforcement Program which provides an effective means of enforcement if voluntary compliance is not obtained. Enforcement may be pursued through the issuance of citations, fines and the recording of a Notice of Violation including a description of the action necessary to abate the violation. You have thirty (30) days to voluntarily comply with the above directions or to present an acceptable plan for abatement or corrective actions to be taken by you. Should you have any questions concerning this matter, please contact Bill Barron at 538-2051 or visit our office located at 7 County Center Drive, Oroville. Our hours of operation are from 8:00a.m. to 4:00p.m. Sincerely, Bit Barron Supervisor, Building Inspections : As Cc Cc: Assessor Py BUTTE COUNTY DEVELOPMENT SERVICES COMPLAINT 1F®iaM This information is not available to the public!!!!!!! JPO NOT COPY FOR THE PUBLIC OR THE FIELD INS'PECTOR!! The following information is required for Housing Complaints and the Complainant MUST BE the person. living at the complaint address! Complainant: Address: Phone Number: The above information. is not available to the public!!!!!!! (2) K:AFORMS\Complaint Foran rev I.doc r 47-33-t OWNER SIP j n O AN CRMODY j S17S Meridian Rd, 1400'E Hwy 99 Chic, Permit 3843-80E (ele ser ch/ex sit( . ; a E LEC �� S GAS , Al I COMPACTION TEST RE'Q I �3 e 1 (: �- • SUPPORT STRUCTURE RE��. t " Contr: Beica Chico Permit#g4_gpI xis d" lte) Lam' oq7- 3 3 . AG 01-50 �p47,330.057 H=AZELTON, ED & FRAN 14264 KANSAS LN. CHICO AG EXEMPT PENT ADMINISTRATIVE PERMIT FOR TEMP MOBILE HOME PERMIT #_ADV L ��� Ed and Fran Hazelton 853 Manzanita Court Chico, CA 95926 CERTIFIED MAII. Re: Administrative Permit, AP Dear Mr. and Mrs. Hazelton: Enclosed is your validated Administrative Permit No. -ADM 01-4-5:to allow a temporary mobile home on property zoned. The property is located aty853-Manzanita Court, Chico. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, G� wAa;lq—vDonna Mealhow Office Assistant I Enc. cc: Land Development Division Building Division P -- Environmental Environmental Health Department of Forestry s� �i LAND OF NATURAL WEALTH AND BEAUTY 'fit '�¢ f 4(X •1�' PLANNING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE • OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (530) 538-7601 FAX: (530)538-7785 March 26, 2001 Ed and Fran Hazelton 853 Manzanita Court Chico, CA 95926 CERTIFIED MAII. Re: Administrative Permit, AP Dear Mr. and Mrs. Hazelton: Enclosed is your validated Administrative Permit No. -ADM 01-4-5:to allow a temporary mobile home on property zoned. The property is located aty853-Manzanita Court, Chico. Should you have any questions regarding this matter, please contact this office between 8:00 a.m. and 4:00 p.m., Monday through Friday. Sincerely, G� wAa;lq—vDonna Mealhow Office Assistant I Enc. cc: Land Development Division Building Division P -- Environmental Environmental Health Department of Forestry ADMINISTRATIVE PERMIT for TEMPORARY MOBILE HOME TO: Ed and Fran Hazelton FROM: Thomas A. Parilo, Director of Development -Services DATE: March 16, 2001 047-330-057 ADM 01-15 PURPOSE: Administrative Permit on Ed and Fran Hazelton for a temporary second dwelling to be located -at at 14264 Kansas Lane, Chico., on property zoned A-5 (Agricultural 5 -acre parcels). PERMIT REQUIREMENTS: Approval for a temporary second dwelling is subject to the following requirements: 1. A mobile home certified under the 197.1 National Mobile Home Construction and Safety Standards Act. Occupancy of the mobile home shall be limited to the parents.. An affidavit attesting to the relationship of the involved parties was submitted with the permit application. 2. No rent is to be charged to the occupant of the mobile home 3. The temporary mobile must meet' the requirements of the Butte County Environmental Health Department for domestic water supply and sewage disposal. The granting of this permit does not remove the requirement of obtaining the appropriate permits from other Divisions, Departments, or Districts. 4. The siting of the mobile home shall be exempt from the site requirements.of the residential zoning district, except as required by Butte County Code Chapter 24, and the Butt County Code Chapter 28A. 5. The mobile home is declared to beta temporaryuse on the property, accessory to the primary unit, and shall not be placed on a.permanent foundation. Additionally, a temporary mobile home shall not be permitted on a lot or parcel where there is an approved Second Unit. 6. The permit shall be granted for a term of two years.. Extensions.of the term for the permit, not exceeding one year for each extension, may be granted if the application for the extension is filed, with the Planning Division, within 60 calendar days prior to the date of expiration. 7. The mobile home shall be vacated upon expiration, or revocation, of the Permit and removed within one hundred twenty (120) days after expiration of the Permit..If it is not removed within one hundred twenty (120) days, the County shall remove said mobile home and store it at the owner's expense. The Permit may be revoked if any of the terms or conditions of the Permit are violated or if any acts or omissions of the permittee in connection with the use authorized by said Permit constitute a public nuisance. 9. The applicant must maintain a bond or deposit in the amount of S 1,500 for a single -wide mobile home S? 000 for a double -wide mobile home. 3 x% G Permittee Sig "ature Date Randy `Vi son, Principal Planner Date 9(oi3xCA VNAMELAOM C. ti C-0 C -Q RP_ 0 L% "IN-fN F. 0 MAR -1 - -,Q 2001 BUWE DIVISON CROIAULE, CAlfr,".71NIA APPROVED evelopment Plan DATE USE PERMIT.. VARIANCE MINOR U.P PLANNING COMMISS. 'DIRECTOR OF DEVELOPMENT SERVICES' g C=) N V c P238CT15626lBEM0M-- 2BATHS - CATHEDRAL THRU-OUT (1,456 SQ.FT.) OPTION DEN APPRUVED Signature ..• : � . � .. I , -� �.: '..�..� �,,~ � � �� t r �:' ; `._ .�� Lnuironmental Health :::. � � - - :- �� � •�- , . ; .. .. I ' ' � . f APR. -T9 2001 ' Chico, CA _ - APPI .. ; . ,,moo ..... �x �:�+� ►:��' ... .... i , . � . LA j. • ! :. � :: � page cA LIE ..... • - - �r �,_ -�,.,�>a - _,_ _..�;:�� wed, . �--,•-�-�-----�,---.-.-_' ._..__:--•----_,- ----•_._-•— _' - ,� - . " i : , � .: � ,,moo ��, p := r .: _ : ' : • + . � � .... ' • f ' .:: ' 1 1 UTELlull LDING p p, R 4 .-y. .ii M.H.I. -2 3 . Installer's Name: SKYCREST ENTERPRISES - 4 . Is the site currently under permit? Yes [ ] No [ —]'Permit No. 5 . Is the site an existing site: Yes [64 -No [ ] 6 . What is the electrical rating of the mobilehome? 7 . What is the mobilehome site circuit breaker rating? 8 . What is the electrical rating of the mobilehome site? (If yes, furnish two plot plans). \ o b Amperes. \,p c7 Amperes. Amperes. 9 . Is the main service remote from the mobilehome site? Yes [ cam]—No [ ] If it is, what is the rating? p p Amperes. 10 . Is there any other electric load to be served by the mobilehome site electric service (i.e. well, garage, etc.)? Yes [ C -T"" No [ J If yes, please identify the load and size: a) The mobilehome site: Load - 10 C) Amperes - b) The main service: Load - )-,O -p Amperes - 11 . Type of gas service at mobilehome site: Natural [ ] Propane [ one [ ] 12 . Size of gas pipe at the mobilehome site from the meter or tank: ' inches. 13 . What is the gas pipe length from the meter or tank to the mobilehome? 14 . What is the mobilehome gas demand? BTU.* *(This information is not required if the pipe length is less than 6 feet on natural gas or less than 50 feet on propane). THE OTHER SIDE OF THIS FORM MUST BE COMPLETED IN ORDER TO PROCESS THIS P RUILDING ®EPARTrV EN.. -I: M.H.I. -2 Mobilehome Manufacturer: SIS„\; Ne Manufacture Year Oo N If other than single wide, furnish Setup Model Number: P-4�?, LZ- W 0( Width: 5 G (ft.) Length: �b _(ft.) Tagalong or Expando Size�ft:),x On all mobilehomes manufactured after October 7, 1973, furnish manufacturer's installation manual and structural ,setup sheets. ' , FOOTINGS: Wood pressure treated or foundation grade [(I—Other: SUPPORTS: Concrete block [c4 -Other: Provide Tie Down Specifications for all Mobilehomes: Pier Footings Sizes and Location SINGLE WIDE MULTI -WIDE Line I �, Line 1 Line: r Line 2 Line 2 Main Beams Line Line I! .......................................................... t` Line .................. Main Beams cl Line 2 ` c _ Line:1 Line S Tag or Triple ............... Line 4 �— Line Line 1 Piers: Size minimum: Spacing maximum: From ends -maximum: Line 2 Piers: Size minimum: Spacing maximum: From end's -maximum Line 3 Roof Loads: Size minimum: Location (from rear): Line S Roaf Loads: Size minimum: Location (from rear): Line 1 Openings: ]XI I Size minimum: 11:Q x 1Aq " Each side of openings " with width over: ti Line 4 Piers: 11.4 x [,&q Size minimum: I Ixf 6 - O " Spacing maximum: " �-' O From ends -maximum: � � 0' S• 4.. �La� 38, 6, '�'? -`OVER �.I )I C9 iD tD 'D - ---------- 12H U) . 12601 uj -11260# 49' SHOAT 5'-4'T -12 FILE -4 MH 9521 51 Pr,. 6-59J PL CENTERLINE SUPPORT REQUIREMENTS -.1 3c INSRTFD VVITH SUPPLEtkENT 30 FIELD SJAU AT* -T -- .... ....... -F L. I. --,,Fro !A SE C. iiC- UiR "Lii" CP O.(JN:l p EPAR ) 0 LU 0' CL 0 STATE OF CALIFOR�p SS. COUNTY OF On 5�, / cl P -LI before m e*, the undersigned, a No Public in ind for said Cou/nty a�d State, per- sonally appear- r_ -Z -Z2 474 ::;g, z Go personally known to m)e7(sr-pmv-ed-to-me-on-the-ba-sis-of-,*isfaetor-y .4 evidence). to be the I rson whose name is subscribed to(-fhe within a. 16 % 2 Instrument (or proved to be such by the oath of a credible witness who 0 is personally known to me), as a subscribing Witness thereto, who being by me duty sworn, deposes and z That resides in Cg and that P was present and saw z z e_4 0z 0- - d�g - 'k 4?=A , OAA,22�_djersonally known to Z; 139, to be the same person described in _j OFFICIAL SEAL. and whose name _.:!:��_subscribed to the within and annexed ARLINE i bVERSTREET Instruments as CALIFORNIA 0, /44 *ao- f=q_11e,4gZ thereto,- NOTARY PUBLIC 9 execute and deliver the same, and acknowledged to BUTTE COUNTY 0 My comm. expires NOV 6, 1984 said affiant tha executed the same, and that said affiant subscribed __2,141 nnmp-i-herpt a itn ss. Signature 121- LAZE F C, Ze xO 'Name (Typed or Printed) FOR NOTARY SEAL. OR ST�tkMlp Nom" Public in and for said County and. State -END OF CIMEN"I Return to DPW AGRICULTURAL STATEMENT OF ACKNOW-LEDGEFIE FOR RESIDENTIAL DEVELOPMENT ;BO COUNTQV Section Z6-8.1 _of 'the Butte 'County Code requires `this acknowledgement 1R t be recorded prior to -,issuance of a"building .permit. The property desciibed,herein,„is -adjacent,* to fland ,or included of { 1 !f � '.:within an area .:zoned Sfor; agricultural`:pur. !s, ;and °residents `o��'.t i s :property may=be'subject .to ,inconveniences or discomforttArising }from 84 ? :the use •-of,-a ricultural-.-chemicals "includin '%utxbot ;limited to herbicides ` pesticides g �. and fertilizers.; and :from;the ;pursuit of :agricultural operations -=inc`iuding'butnotlimited to cultivation;T`plowing,2�:spray ng, pruning, and harvesting s�hich ocasionally ge eratexdust�; x?n .smoke, noise,;nand odor butte County;, As„estabiished ,agricultural zones '�h ch have ae a _X ..,* R,., . ,•.. .. s.Y •- :�:. :� ?:r-mss 1 priority°use .`for productive agriculturil ,pu%poses,,„and'.residents •within •said ':zones and '. . ormn yproery hold beprepared toadjacent -accept;such,Anconvenience• or!di'coaimfno,: , ' necessary -farm operations. All that real .property situate •an .the County. of Butte, •State .of >California, described. as follows: THE LAND REFERREDTO HERIN OS DESCRIBED;AS' FOLLOWS: ..'; All.that certain real pbrperty situatein'..the,Comi*f Butte,. State of California described.as follows. - - e Aportin of Section 30, Township 23 North,,�Range 1 East, M.D.B. &M.',described as folios” Commencing at rhe intersection of the Easterly line of Highway.99E with the centerline of Meridian Road; thence running along the centerline of said Meridian Road North 60*28" East, 1393.14 feet to the true point of beginning for the parcel herein described; thence form said true point of beginning, continuing north 60* 28" East, 83.00 feet and North 01*06"15"West, 18.57 feet to the Southwest corner of that certain Parcel of land described in Deed fonn Eldred E Wolford, et ux, to John L. Haynes, et ux, recorded January 23, 1970 in Book 1600 of Official Records, at page 283, thence along the Southerly -line of said Haynes Parcel North.88* 29"15" East, 762.95 feet to a pont; thence South 02*06''15" East, 612.21 feet to a point; thence South 87*53' 45" West, 650.83 Feet to a point; thence North 20* 21' 15" West, 593.12 feet to the true point of beginning. Date: ��% _ /PROPERTY OWNERS: gg State of ) On this the day of 19 , before SS. me, the undersigned Notary Public, personally appeared County of ) Present A.P. No. ,L/ Personally known to me. L/ Proved to me on the basis of satisfactory evidence.; • to be the persoo(s) whose bame(s) .:subscribed to the within instrument and acknowledged that executed the same for the purposes therein contained. IN WITNESS WHEREOF, I hereunto set my hand and official seal. Notary Public k �- ate county -„ LAV ✓ O F N A. T U 2 A L bV EA I T H A! D BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 David Richer FAX: (916) 538-2140 14264 Kansas Ln Chico, CA 95926 Re: Proposed Garage Apr. 18, 1995 A.P. No. 047-330-057 Permit No. 95-0314 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [x] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 8:00 a.m. and 4:00 p.m. Sincerely, Michelle M. Weigel Plan Checker II cc: Ramakanta Adhikary Sunward Corporation 700 13th Ave. S. E. Jamestown, ND 58401 cc: Bob Heaton 2044 Palm Ave. Chico, CA 95926 Permit Applicant: David Richer Permit #95-0314 4/18/95 N The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and/or calculations as follows: 1._C-Wne�rto_provide a letter of intent of use of the building. Nt o�v�zt�4'CC, ,h/o t«laocl� buildin . _S To 6aF SaA71 C-4-4 45 COPS, a 5;& Owith the installation of a roll up door, this building will require a man -door which meets the requirements of UBC sections 3304. This door may be installed concurrently with the roll up door. However, due to the design of the building, the man -door must be designed and pre -framed. Provide details showing door framing. Special inspection is required for high strength bolts. The special inspector must f be approved priorto permit issuance. Engineer to specify method oftightlelni�g A325 bolts on plan. iii er N •-4.4 rovide reinforcement grade and concrete strength s ecifications on the I 9 P pan. .Tµ ;j5.; vide aranal ysis of combined tension and shear at column anchor bolts per UBC ,,Sec. 26. ".JP ovide calculations which justify the capability of the unreinforced -slab to resist up ift. 7 (S�M T �7: Clarify connection of angle to anchor bolts. \� J8Clarify development of cross tie at angle. s 97Provide'a detail of end-plate moment connection at, the ridge. �`-@._Cl.a.r_if_y_ means of lateral support at end -walls. Provide diaphragm capacity data for wall panels. i. Clarify the location of the buil ' he plans show the site as Butte Meadows, yet the permit application show Chico. 5\ Per Business and Profession's Code, the engineer must stamp and sign eacha e of 'lanS. P g �_ i� -9s 1NFD�D Gln, cHer— COMMERCIAL PLAN CHECKING GUIDE (1991 UBC) '`. J 10/9 - .Bldg. Permit OWNER I JA V ii NSR1: P . # - DS .z Plan Check _� A. GENERAL Zoning requirements, Planning -approval. ,2:' Valuation. Plans signed by engineer or architect.- Proper description of work on application. Existing violations on property. © Items on data sheet. (W.C., fees, eal Developer Fees, License law, etc.). �! Improvements or drainage, Land Development approval. PLOT PLAN ,8. Complete parcel size and dimensions. Setbacks, sideyards, easements, etc. Other buildings or structures. Grading, fills, drainage . Flood hazard. Special conditions on creation map, ible, and foundations). FAU & FAS road setback.." (noise, CDF, fire sprinklers, non -combust - Building or utilities across lot lines (Lot Merger) 'C. OCCUPANCY REQUIREMENTS Building use '4 �a E Occupancy Group -► - Type of Construction y N1 Building floor area Occupant Load $ Basic allowable floor area sq.ft. Total allowable floor area sq.ft. Basis for increase (�r,1� Compliance with specific occupancy requirements (Chapter 6-12). �� Occupancy separations (Sec. 503). i3: Area separations (Sec. 505). .Jr.- Firewalls due to location on property (Sec. 504). it Maximum height requirements (Sec. 507). Draft stops (Sec. 3205). 2 Ventilation and special hazards requirements (Chapter 6-12). ;8' Automatic fire sprinkler system. (Chapter 38). ,9 Fire alarm systems (09 Sections of Chapters 6-12). ,.8: Mechanical code requirements. (Grease hood w/fire sprinkler system - Chap.20). Environmental Health Review -(a) Restaurant Act, (b) Comm. Pool, (c) H Occupancies Jl2" Smoke detection system. ,]eT.*' CDF or.SFM Plan Review. ,14: Electrical Code Requirements (Medical Art. 517, assembly --Art. 518, other 500's) .15". Physically handicapped requirements (Title 24). Wholesale Food Manufacturing (Plans to state DHS/FDB)... ,Pl. TYPE OF CONSTRUCTION REQUIREMENTS .% Roof covering requirements (Sec. 3203). ,2:" Parapet walls (Sec. 1710). ,3- Toilet room floors and walls (Sec. 510). A- Guardrails (Sec. 1712). A" Detailed types of construction requirements (Chapters 17-22). ,K. Proper roof pitch for roof covering (Chapter 32). TYPE OF CONSTRUCTION <REQUIREMENTS - Continued Attic access and .ventilation (Sec. 3205). Roof drainage (Sec. '3207). A. Skylights (Chapters 34 & 52) Stages and platforms (Chapter 39) . .-Y. Interior wall and ceiling finish"(Chapter'42). ar; =ti ,1A2: Fire resistive requirements. Walls, floor, ceilings, penetrations (Chap.? 43).. J Wall and ceiling covering installation"(Chapter"47). Glass, glazing, Human Impact— Safety Glazing (Chapter 54). XS: Foam Plastic (Sec. 1713). E. STAIRS, EXITS, AND OCCUPANT LOADS • General Exit Requirements (Sec. 3302 & 03) (Post occ. load, etc.).. Number of exits, width and locations'(Sec. 3303). Doors (Sec. 3304). ,Jp„1,E T>mq, FR4A40 'Ft�&b , . Corridors and exterior exit balconies•(Sec. 3305). ,5! Stairways, rise and run, width, winders, and construction (Sec. 3306). Horizontal exit (Sec. 3308). .� Exit and smokeproof enclosures (Sec. 3309.& 3310). ..1' Exit signs and illuminations (Sec. 3313 & 14). J9: Aisles and seating (Sec.:3315 & 16). ,. Exits for occupancy groups A-E (Sec. 3317 & 3320). jrY. Floor level exit signs (Title 24, Sec. 3314). ,Y. MISCELLANEOUS REQUIREMENTS Masonry chimney (Chapter 37). Veneer (Chapter 30). 3. S ecial_Inspection per UBC Sec. 306. a High Strength Bolting Field Welding (c) Masonry (full stress) (d) Concrete (fc )P2500psi) `a: Special Certifications - Mill Certificates f -f Expansive soil - Special design Cut/Fill slopes, compaction tests, grading /7" Noise requirements (Planning, App. Chap. 35). ,e.. Weld electrode, welder certificate. %V' ENGINEERING REQUIREMENTS e- Complete calculations, correct design criteria. Complete shear transfer details, roof to foundation. -3: Complete structural material specifications. -4-' Shear wall anchorage based upon wall shear. Roof diaphragm chord, collector, drag struts. **K- Combined tension and shear @ steel RF anchor bolts. J<" Braced roof and wall bays. H. OTHER COUNTY 07 is IMPS BUILDING CETT J U L 0 5 995 Permit IA ;lica;nt: David Richer 4/18/95 Permit #95-0314 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and/or calculations as follo s: bwN�- . Owner to provide a letter of intent of use of the building. ith t stallation of a roll up door, this building will require a man -door which �G me the requirements of UBC sections 3304. This door may be installed Ga oncurre y with the roll up door. However, due to the design of the building, the ma =doo must be designed and pre -framed. Provide details showing door framing. special inspection is required for -ht rength bolts. The special inspector must roved to permit issuance. nginee o specify method o tightening A 25 pla e 140' °"� /h 7 Pr vide ei force ent grade and concrete strength specifications on the plan. ee. joI'� ovide an analysis of combined tension and shear at column anchor bolts per UBC Sec. 2624. See, tie,LJ ea_(cs vide calculations which justify the capability of the unreinfoxGe-d_slab to resist lift. S(.A& Wl(-L 14VG &XG - Wb SFX W A 4 ESI+ Sam l 0 tJ '7'Clarify connection of angle to anchor bolts. t u�iK 9 S A ify development of cross tie at angle. Dem4 A rovide a detail of end-plate moment connection at the ridge. &LP& 1 larify means of lateral support at end -walls. Provide diaphragm capacity data or wall panels. arify the location of the buildi The plans shgw the site� t e permit application show hico. ly w7te s is lc�ievs 110 AAT Per Business and Profession's Cdde, the engineer must stamp and sign each page a� of- a plans. D 10 3 L WILD PuT NOTE" DN I>W f PERMIT # �5 OJT A. P. NO. U� % -350 — 057 DATE :�Z7,/`15 STEEL STRUCTURE PLAN CHECK LIST Deign Criteria vWind Speed, Exposure, Method B. Seismic Zone, Coefficients, RW ructure Type Braced Frame B. Moment Frame C. Shear Wall �.Me bers Beams Columns . Purlins v Girts Roof Decking Wall Sheeting �Co ections Beam/Column Column/Foundation, Anchorage urlins/Beams `i/ Girts/Columns Roof Decking Wall Sheeting S. Special Items A. Bolted Connections a) SC, N, X T' e ' equirements 30 A325 A490 d Specia nspection ,! Welded Connections a) Weld Electrode b) Shop,- Field, Cert. Welder c) Weld Types d) Special Inspection 6. Structural material Specificaitons A. Concrete, Reinforcing /Lof- Steel Members Bolts, Brace Rods Roof and Wall Sheeting Fasteners CA _ u // # ae---Z-v ol 001,�i 1� Permit Applicant: David Richer Permit #95-0314 - ' The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and/or calculations as follows: 1. Owner to provide a letter of intent of use of the building:' - 2. With the installation of a roll up door, this buildingwill require a man -door which meets the requirements of UBC sections 3304 g ' �� This door may be installed concurrently with the roll up door. However, due to the design of the building, the man -door must be designed and pre -framed. Provide details showing door framing. , F 3. Special inspection is required for high strength bolts. The special inspector must be approved prior to permit issuance. Engineer to specify method of tightening A325 bolts on plan. .t 4. Provide r+einforcemeInt.g.rade.and concrete strength specifications on the plan. "u(P�c Sw. 269 (ml 69 ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 343-8038 t-c%t]NTY G`•;: nUaT"i Z JOB H I C.Ntr/L $MEET NO. / 1}• OF CALCULATED BY �40 ` DATE 6VS0 CHECKED BY DATE �n1D�1 Nt113. �.t Orb, a- owl ' t File: MTLBLD2 10:42 PM 6/28/95 i �' ' .a 1� �• � 1P..( S'4 S_ST7 *'" ^,t. -,' w.• Rev 3-19-95 Foundation design for metal building / •44 Description »Les G. Richer k GENERAL DATA Material data f'c > 2:500 ksi E's > 3000.000ksi > .850 fy > 40.000 ksi SLAB DATA Slab thickness > 4.000 inches Slab reinforcing > 4 1 => #3 rebar 2'=) #4 rebar 3 => 15 rebar 4 => WI A , fy > 40.000 ksi Spacing > 6.000 inches o.c. d > 2.000 inches As > .030 in'2/ft Mcap (slab) > .168 ft -kips < �Mn > Effective width >..--3.274 feet < For uplift > - PERIMETER LINE FOOTING DATA ' Stemwall: Footing: Thickness > .000 inches Width > 12.000 inche� Height >.000 inches Depth > 16.000 inches *"l •a,kgh. r d > 12.500 inches :1', As > .150 in"2 <Top and bottom> J" Mcap (ftg) > 5.276 ft -kips < �Mn w ftg > .364--kips/ft < including slab > Effective length > 9.104 feet < For uplift > i•' t INTERIOR TIE FOOTING DATA Width > 12.000 inches Depth > 8.000 inches d > 4.500 inches As > .000 i4i'2 <Top and bottom> Mcap (ftg) > .000 ft -kips < �Mn w ftg > Effective length .311 kips/ft feet < including slab For > .000 < uplift > ,•,1'`i'';x SOIL DATA r moi• • •. �'.''''f{: LF t Class of materials > 4 Input y Allowable passive (vert.) > 1.500 ksf 1.500 s 4• r �z� Allowable passive (boriz. )> :150 ksf/ft depth .200 r.20 •tfi +4: - �' ��,,� �; Lateral sliding coeff. > .250 .350; • ,'�;� Lateral sliding resistance> .000 ksf G B 0 M E T R Y Building width > 25.000 feet Building length > 33.000 feet Frame bay spacing > 16.500 feet ' END FRAME Maximum P axial > .000 kips Minimum P axial > 1.770 kips (uplift> 4" Maximum P lateral > .000 kips <in-plane force> " Maximum P lateral > 2.900 kips <out-of-plane force> Check downward axial loading: ' Include footing weight for soil pressure ? i y Maximum point load at line footing >' 6.432 kips No point footing required! Point footing data: Width > .000 feet square Depth > .000 feet s ` P allowable > 6.432 kips <ok> Check uplift: P dead load >. 3.311 kips <ok> k. t MAIN FRAMES Left end Right end Load combination Ph Pv Ph Pv ' r DL .180 .760 -.180 .760 , DL+LL 1.260 4.720 -1.260 4.720 DL+WL1 -. -2.770 -3.990 -.680 -2.120 DL+SEISMIC+ML' .000 .000 .000 .000 DL4L3 .000 .000 .000 .000 DL+WL4 .000 .000 ..000 " .._..000 ,. .=• �.k. Check downward axial loading: P axial maximum > 4.720 kips " Include footing weight for soil pressure.? > y Allowable point load at line ftg > 6.432 kips No point footing required! Point footing size ; > 2.000 feet square _ F Depth > 1.330 feet `� P allowable > 9.033 kips <ok> Check uplift:, P uplift maximum > -3.990 kips P dead load > 4.109 kips <ok> Check lateral sliding: P lateral maximum > 3-.450 kips Footing depth into -soil > 12.000 inches Lateral bearing > 2.475 kips Frictional resistance > 5.156 kips Total resistance > 7.631 kips <ok> d t. 1 ffiffiss, 528828 `4 desIgh A�n�nv>,' ho l+s : ��- v►^a�Mr�( 14 CaS2 71 P3 fpf /0 LIP • � I I Ngo �= .�.G� :.��� � . �`� �s. y �-�•:�. { i ; E t . �,.•,�-• . �.,..-.. ..M . ;� a ,.i ,; , � 1 I ..may,. . �.. ,,, � ., .�....L •«7�.:..« .., i3.aw� 1)) ', �n +t$,, � •,l j T I :9 -CONCBOL3 10:49 PM 6/28/95------------------------------------------------------------------------ Rev 05-09-94 Anchorage to concrete °. Y•'��€_ ------------------------------------------------------------------------ Description >) '`t �:ri.r� `V ► ---------------------------------General-------------------------------- Special inspection ? > N Use multiplier = 2.0 `a,'> Concrete strength Vc ) 2.500 ksi a•. ;',�` Lambda ) 1.000 Normal weight concrete -''' Base plate type ) 1.000 1 =) Plate supported on grout pad «' 2 =) Plate supported on concrete surface 3 =) Plate embedded flush with concrete for bolt shear strength > .450' Is reinforcing provided for shear ? > Y for concrete shear strength > .850 Are bolts embedded beyond far face reinforcing ? ) N for concrete tension strength > .650 Loading --------------- Shear: Tension` _.. _. .. V (WL) ) 2.770 kips T "(WL) ) 3.990 kips V (LL) > .000 kips T (LL) > .000 kips V (DL) > .000 kips T (DL) > .000 kips «, Load combinations - Shear ----------------------------------------------------------- (9-1) U : MD + 1.7L > .000 kips (9-2) U = 0.75*(1.4D + 1.7L + 1.7W) > 3.532 kips ` (9-3) U = 0.9D + 1,3W ) 3.601 kips Vu Umaa * multiplier ) 7.202 kips Load combinations - Tension ----------------------------------------------------------- « (9-1) U : 1.4D-+--l.7L ) .000 kips r (9-2) U = 0.75*(1.4D + 1.7L + 1.7W) > 5.087 kips (9-3) U = 0,9D + 1.3W > 5.187 kips Pu Umax multiplier > 10.374 kips Bolt group data ------------- _--------------- Bolt grade )" 1.000 1 =) A307 2=> A325 . Specified min. tensile strength > 60.000 ksi Bolt diameter (d) )'-'.7500 inches ,} Bead diameter (dh) > 1.125 inches Bolt area (Ab) > .44180 in'2_, Bolt spacing > 3.000 inches �= Row spacing > .000 inches Number bolts/row r r r4 of > 2.000 - Number of rows > 1.000 Bolt embedment > 12.000 inches Concrete depth > 20.000 inches EDI > 12.000 inches <Loaded edge) ED2 > 12.000 inches (Unloaded ede) 9 ED3 ) 10.500 inches (Side 1> ED4 ) 10.500 inches (Side 2) F4u� �( F ri s .---------------------- Summary--------------------------------- ' Shear check For anchor groups, the concrete design shear strength shall be taken as the smallest of: 1. The strength of the weakest stud times the number of studs. 2. The strength of the row of studs nearest the free edge in the direction of shear times the number of rows. 3. The strength of the row farthest from the free edge in the direction of shear. Check bolt(s) near free edge OVc > 42.556 kips 2.000 Bolts considered Vs > 23.857 kips 2.000 Bolts considered Check bolt(s) farthest from free edge OVc > 42.556 kips 2.000 Bolts considered Vs > 23.857 kips 2.000 Bolts considered Case I > 42.556 kips Case 2 > 42.556 kips Case 3 > 42.556 kips OR > 42.556 kips VC > 50.066 kips Vs > 23.857 kips Ps > 47.714 kips <0.9 Ab f's> Ao > 523.591 in -2 <Tensile stress area> OPc > '68.067 kips <0 * 1 * (f'c)-.5 * 4 Ao> Pc > 104.718 kips ------------------------------U eck------------------------------- 1/0[(Pu/Pc)l + (Vu/Vc)2) > 47 (Pu/Ps)2 + (Vu/Vs)z > .138 A, ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 343-8038 Joe (— !iv �/.IN��fls Lit/ s 9 SHEET NO. - OF -- CALCULATED BY: CHECKED BY DATE DATE _ "MW to i Lv[as!' c 6ft'.. W, 0147 ROBERT B. HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 343.8036 JOB ,-.- v I, — . I/ - i. 6HEET NO. f OF / CALCULATED 8Y CHECKED BY DATE DATE 11WUy fia iNC 4 • IK bels.. Yd 01411 sunward May 3, 1995 corporation David Richer p 14264 Kansas Ln. "Chico, CA 95926 RE: PO # G10915 (Permit ## 95-0314) In reference to the above job, following are the comments and answers on the Plan check list. Comments are provided only for those questions.where Sunward is responsible. Item # 3 - High strength bolts to be installed as per turn of the nut method Cb> Item ,# 5 - Calculation pages included (page 1/10 to 4/10) Item # 9 - Detail provided (page 10/10) Item #10 - See page 8/10 for line (1) and page 5/10 for line (3) Item #12 - Full set of drawing with full signature is submitted with this letter. If you have any questions, please do not hesitate to call me. Thank you, SU RD CORPORATION tvZ7 .E�MRama. 1 (� AXI C C040154 Exp. 9/30/98 1'1~ 9TF OF ,RL -E COPY 6800 east hampden avenue - denver, colorado 80224.(303) 759-3200 lob # 810915 ANCHORBOLT DESIGN LimZ /A 4- ssF Date 5/3/95 __________________ -��� STRENGTH DESIGN AS PER 1994 UBC SECTION 1925.' ^'�y� . - �~ ---------------------------- __________________ ` MAX. HORZ. REACT H := 1.1 Vu := 1.7 H-2 Vu = 3.74 kips MAX. UPLIFT V := 1.22 Pu := 1.7-V-2 Pu = 4.15 kkips BOLT INFORMATION Ab := 0.442 in^2 L := 12 in. Sp := 3.75 in. OUT TO OUT OF BOLTS CONCRETE CONE INFORMATION . -------------------------- As ________________________As := w(Sp + W -2-L As = 839.7 2 . c�� in^2 � Sp j� .' At . . VZ`' At = 11.04 in^2 / TENSION - | Distance between anchor bolts less than twice the embedment length 1 := 0.65 r := no fc := 2500 psi '~ ' fs := 60 ksi n := 2. de := 5.5 in If xPc := ur (2.8-As + 4 Wc = 7K85 kips 1000 Pss := 0.9-Ab-fs-n Pss = 47.74 kips SHEAR Loaded edqe less than ten diam. away 2 1fc KVc K - 2 - -rr - de - n - f" ----- 1000 Vss := 0.75-Ab,fs n COMBINED TENSION AND SHEAR ---------------------------- Pu _________________________Pu --- = 0.05 �Pc IPc xVc VC := --- 2 2 1 + - = 0.06 1PC3U ] 1% = 12.35 Vss = 39.78 Vu --- = 0.3 Wc kips kips 2 2 JVU + = 0.02 Ipss ss] Itis assumed that the Anchor Bolts are hooked around the .' reinforcing steel to efficiently transfer forces to the reinforcment.Therefore,Value of I is taken as 0.85 CHECK ANCHOR BOLTS AS PER AISC ---------------------------------- Allowable _____________________________Allowable Tension = T T := n -Ab 20 1.33 T = 23.51 Allowable Shear = V V := n Ab 10 1.33 V = 11.76 kips kips Jot-)# G10915 ANCHOR BOLT DESIGN L L wS ��/��� ��E Date 5/3/95 STRENGTH DESIGN AS PER 1.994 UBC SECTION 1�25.3 -------�-------------------------------------- /^�m MAX. HORZ. REACT H := 1.1 Vu := It H 2 Vu = 3.74 kips � MAX. UPiIFT V := 2.84 Pu := 1.7 V 2 Pu = 9.66 kkips ' BOLT INFORMATION Ab := 0.442 in^2 Sp := 3.75 in. OUT TO OUT OF BOLTS x� CONCRETE CONE INFORMATION ) F- As := n�(Sp + L)�2�L As in^2 ^ 2 Sp TI''--- 4 At = 11.04 in^2 TENSION Distance between anchor bolts less than twice the embedment length 1 := 0.65 fc := 2500 psi fs :'= 60 ksi n := 2. de := 12 in �fc 3J... c_- f" (2.8As + 4At)- ---- �Pc = 77.85 kips 1000 � ' Ab-fs n Pss = /47.74'^ kips SHEAR . Loaded edge less than ten diam. away 2 f 1% := 1 -2 n -de 1000 Vss Vss := 0.75 Ab fs n COMBINED TENSION AND SHEAR ---------------------------- 0.12 _________________________0.12 lPc AW = 58.E/1 kips Vss = 39.78 kips Vu --- = 0~06 AVc lPc IV(: . Pc := --- ' VC ;= --- 2 2 2 2 VU 1 - 0�01+ = 0.05 iUPcl [Vc1 1 � U�ssj [11, ] It is assumed that the Anchor Bolts are hooked around the reinforcing steel to efficiently transfer forces to the reinforcment.Therefore,Value of I is taken as 0.85 CHECK ANCHOR BOLTS AS PER AISC ------------------------------ Allowable Tension = T T := n -Ab -20 1.33 T = 23.51 kips Allowable Shear = V V := n -Ab -10-1.33 V = 11.76 kips t. G:L 04;:19 tl:l. PAGE a (� 2 yk 7K IISTII'TATE/DL:f3IG1q/DhA1=T:CI,IG SYSTEM / �c �k VERSIOhI-4T �b 28—NOV-94 :k SUNWAtM CORP. 1:: 18:34 >k F R A I'1 E L O A D I N G D A T A BUILDING CODA :1991 UEC USE CATEGORY. . 1. LIVE VE L..OAD ........ 1.6.00 F'SF W T. ND LOAD. . . . . 20:74 PSF C 1.1..00 f. DEAD LOAD.......: 2.20 1= SI'= COLL. LOAD ... 0.00 1='13F *'X NOTE **.- ROOF UNIFORM L..OADS. HUL.TIPLIED DY :I..2 �) DUE TO TWO BAY CONDITION. OPEN WALL CONDITION.: PARTIALLY ENCLOSED EXPOSURE... ,........:B SEISI' IC ZONE......... 3 WIND VELOCITY.......: 90.00 Ill='I.i APPLIED STEP WIND LOADS: (COEF.=.C1.) FROM 0.00' TO 15.00' ---. 12.86 1='S1= WIND COEFFICIENTS: WIND FROM LEFT (WLL ): C1= 0.8000 C2= —1.2000 C3= —1.2000 C4= —0.5000 WIND FROM EIGHT (WLR ): C1= 0.(3000 C2:: —1.2000 C3= —1.2000 C4= —0.5000 SPFC:IAL LOAD DATA INPUT ECFIO: X—COED Y—CORD MAGNITUDE LENGTH TYPE DIRECTION CASE (FT) (FT) (K,I<1=,I</I=) (FT) 0.00 1.0.00 0.69 0..00 1•1 WLL 24.00 10.00 -0.69 0.00 2 14 WLR SPECIAL LOAD AP'P'LICATION: MEMBER SPECIAL LOAD DIRECT- MAGNITUDE NAME LOAD TYPE TION (K-, KF) Ell- WLL CONC H 0.6900 BR WLR CONC I -L -0.6900 LOAD CONI:+I NAT I GINS : COMB It :1. --: 1.00 X (DL+ LL) COMB It 2--:`• 1.00 X (DI._+ WLL) COND i9 ,i--:: 1..00 X (DL+ SEIL ) COME -1 It 4---: 1.00 X (DI._+ SL_:f. R ) —1y . LOCATIONS FROM START END 1.0,0000 0,0000 10,0000 0.0000 15 -De7,1c,9m To .hAvc A T!IE 'Fn(' TLATe-2AL Lni�b of TH6 WAIL I S o FSC, AT LL/V�Q b RAC IA2 , y H I S ko A-6 11 W,t L 4 wLY?, SHvvitv'- o S i�12'$(o X S•zSx to P � g+ z o• 691 ENGINEERING DEPT.. JOB NO. OB TITLE / ^ DESCRIPTION MADE BY CK'D BY 1 DATE Nf / yo - , Cgz'-N2Zz).0 5 - — — — -- ---- -- — 71 ' � p - 9n%�rr••o�a.,f_ �hau��¢ �R.�7.lI (/?-/d X /� � �+Y /- .. i le.x '�Gc a� G,;.t!J 3�/-7. r . tt� .;: 41-01 - EMvSEEM EMEM -MEie■ MEM Nf / yo - , Cgz'-N2Zz).0 5 - — — — -- ---- -- — rw ' � p - 9n%�rr••o�a.,f_ �hau��¢ �R.�7.lI (/?-/d X /� � �+Y /- .. i le.x '�Gc a� G,;.t!J 3�/-7. r . tt� .;: 41-01 - EMvSEEM EMEM -MEie■ MEM 0No Nf / yo - , Cgz'-N2Zz).0 5 - — — — -- ---- -- — rw r . - EMvSEEM EMEM -MEie■ MEM 0No ME MINE arm f . MM®MEE oma■®�®® Nf / yo - , Cgz'-N2Zz).0 5 - — — — -- ---- -- — JOB TITLE — DESCRIPTION ENGINEERING DEPT. SHEET NO. MADE BY CK'D BY DAT Gin P a r-4 3!1j' A/ -7 -si sc"D _76. mom n Flil [ME NO MHOMI MIMMEM ME MEMO MMMMMMMEEEUM P-5 MMMM�MEI SUMMERS MUUm I M UUM-0 Nmzrow•ill, a " PURIM MOM MMIMWM�M /X 7973 i 0 z 12 3. 119MM-A M led ENGINEERING DEPT. "i".; I woo. JOB TITLE SHEET NO DESCRIPTION MADE BY tl BY'. DATE MOM X1.1 z X .7 x al. 0•38.x -t_ mom �KKimmm >lmle V; /X 7973 i 0 z 12 3. V� t t-7 r&ye 20 /,;7j 119MM-A M led MOM X1.1 mom �KKimmm V� t t-7 r&ye 20 /,;7j TEKS U�TIMATF SHEAR'VALOES (SINGLE.LAP SHEAR) oJq. rrR€AP POW GAUGE 16-16124-16122 71r, FrI ' 4 ; 3 i.. '�. l._. ' f I �.. t it:, ri• r' 1 �' 1 y� ( c''' �' j+• 1. y TEKS U�TIMATF SHEAR'VALOES (SINGLE.LAP SHEAR) oJq. rrR€AP POW GAUGE 16-16124-16122 1384 --- - --.- --- - w . 91A --, . . 11,11IISli VALUES ARE.ONI Y 12 14"/595 '16 20-16 IB -l6 — —APPLICABLETO I3UILDT X MANUFA CTUR ED PA II TS, /0 /6 / 590I - 941 1362 1384 --- - --.- --- - w . 91A --, . . 11,11IISli VALUES ARE.ONI Y 12 14"/595 — —APPLICABLETO I3UILDT X MANUFA CTUR ED PA II TS, 931 14,16 1504 14 10: t 609 9131 _ a00 1390 6 20- `2 568 990 1014 8 /8 2 -566 890 1050 1208 /0 2 044 994 1198 1242 1484 12 1fq 2 620 945 973 \ v .1412 1610 1210 1286 SIERRAaFASTENERS;RINC A141 &�FAC70RY;;�- IQ ' /6"' '3 �" 1426 1 O �� .,r ,. '8gg5'A{ a=wale St�eet.�.;eJco Rvera,'.Ce 90ti60�• (213 949 790j 2013�Venus 16185 S:IN.'72nd,.-T-'a E ��01 Sadainento; Ca 95a25 "_;'. Porlland,:Of 91223 ; Des M. 1590. . 20;.-1�7100 x(916) 486-3761:?::c (503) 620-6652 =�{5 *' �2I'.% %:'�@f:r 1�y� .z-.L�tiwl�.i�y:►. tt� �,:. •^ if .T �t .`�� . a .• ri• :6�;2))yM C•f'_ _1.,.�-.� . E 19 JOB: G10439 "l PAGE &IO, 19 ESTIMATE/DESIGN/DRAFTING SYSTEM IU-: A* :K VERSION -4T SUNWARD CORP X PEAK CONNECTION AT 12.00 FT. FROM LEFT STEEL LINE: - 0 DIA -0.7500 IN. BOLT GAGE: 3.0000 IN. WIDTH LENGTH THICK NO. OF'SET OF A-325 BOLTS (IN) (IN) (IN) TOP BOTTOM- SPACER CONNECTION PL 5.000 15.314 0.5000 2 2 0 NO. OF BOLTS/SET AND SPACINGS FROM OUTER TO INNER END: NO. BOLTS 2 2 2 2 0 spAcIjb 1.500 n000 NoW 3.000 1.500 ill tf r) - 33J -6-7 5 Sunward Corporation ® Metal Building Systems 700 13th Ave. S.E., Jamestown, ND 58401, 701-252-7390 JOB NAME: REG./LES G. RICHER LOCATION: BUTTE MEADOWS, CA DESCRIPTION: 24' x33' x10' WORK ORDER NO: G10915 DATE: April 12, 1995 CALCULATIONS & DETAILS PROJECT EN IN Registered Professional Engir L �ON lA qQ � Fye Rama Adhikary c� ?� C040154 '` a UP. 9/30/98 � OF C AUE s� 4 DESCRIPTION rZF : Z- X 33 k 0 I L BY pt we Y STE L �'�_. Z DATE: I IFoRi4lCHER. . ----`-SP><C/f�L JOB N0, 6104-39 c KED BY: 1307 6 -- Fat s "os r6 /09 /S �l ROOF LIVE LOAD 216 PSF DEAD LOAD Z. 7- PSF FRAME LIVE LOAD �_ PSF ice= 3 WIND LOAD MPH OTHER LOADS BLDG. CODE�`- 4 GENERAL LAYOUT 3 T L 3k -r 7- 1.3« PANEL 25 4A, IPf2 I�Gi�"' 8c WAL-V PURLINS STRUTS SIDEWALL GIRTS SES FUAM I KJ 6 ENDWALL GIRTS BRACING 1�u M MAMY ENDWALL FRAMING FRAME 2 I - N G_ I _ TL T. Olt N d_ -r 7- 1.3« PANEL 25 4A, IPf2 I�Gi�"' 8c WAL-V PURLINS STRUTS SIDEWALL GIRTS SES FUAM I KJ 6 ENDWALL GIRTS BRACING 1�u M MAMY ENDWALL FRAMING FRAME 2 I. �L• 1 J 4 1�.1� V� V W♦ 4 ♦ ♦1' 1� 1♦♦ V J .1� �I� V. V r! d W ViJ 1 W 1 ! JJV / r/ .1. V r/ ;^:IC:�:i�K:1+•I�n\�n�!PT�T n�n..X.1���+l�n�T,�iK iT�.1��:1�.X �♦�:I�iK TO1,(�/\.��Tn♦:1♦�1:,�n.nt:'1�7X:'K :}�:,�:(:.1�:'1�!It �• < E STII'IATE/DESIGiq/DRAFTING SYSTEM YAC VEIRS I ON -4T X SUNWARD CORPORATION %X 1 li ♦1 1 1 1�4 11 \ \ 1 1\ .1�.1 1 1 1 1 J:� 1 1 1 1 1 1 li.l 11 1 :,<%X:K%K:,\.,c:X%K:,c;lc %�.F%1c.,c%K•X%X.X�%X%X:,c%X%/<.X�:X%ic:,,,,c;X:.c%X%K%,c%,c:,c%X�%K%Oc;X%X�:X:X•,..X:X��c%K%K���c%X;X%I�ac%X:�c:X:rc:K=lc;lc;,c:r..;c�C:lt;,cac>X;X:X:,c TABLE OF CONTENTS 114PUT ECHO/DESIGN LOADS PAGES (Al TO A-3 ) 1 = ♦Il=1�f`il_ CALCULATIONS/SKETCHES PAGES ( 1) PAGES (1:41 TO B 3 ) ENDWALL REACTIONS PAGES (Ci )' PURLIN DESIGN PAGES (D1 TO D(Q ) SIDEWALL GIRT DESIGN PAGES (E1 TO El, ) ROOF AND SIDEWAI_L PANEL DESIGN PAGES (F1) ENDWALL FRAMING/PANEL DESIGN PAGES (G1 TO G ) BRACING LOADS PAGES (1-11) BRACING DESIGN PAGES (I1 TO I3 ) r1=1-ORTAL. FRAME DESIGN jl �j, RAGGS— .I-1 T9 a -� DEADER AND DOOR JAMB CALCULATIONS E-lsT WPL,LGpqS Llz- RIGID FRAME ##1 DESIGN PAGES (L1 TO L �0 ) ,dGID FRAME ##2 DESIGN Cpa1t GID FRAME #3 DESIGN NOT QFf UC*Q(e-t ,R'fGID FRAME 444 DESIGN kbT AKt--'OCA 12 LF - 1 w JOB: 610439 PAGE:N 1 �K l,< ESTIMATE/DESIGN/DRAFTING SYSTEM �c X< VERSION --4T 28--MOV-94 �k SUNWARD CORP. 15 : 32:20 >X 24.0 33.0 DESIGN/ ESTIMATE INPUT ECHO REPORT 0.00 0.00 JOB ID1=.NTIhICATION: G10439 SHAPE: Width Length, Eave--Hi.•L•e RoofSlope Bay--Spac:r. Frame Type E:ave Offset (ft) (ft) (ft) (in/ft) (ft) Left Right 24.0 33.0 10.0. 2.0 1.6.5 RI= 0.00 0.00 BUILDING CODE:„ Codes Ezpo./ I Opening Seismic/ I View S.S. Roof UDC --91 D 1.00 P 3 1.00 Y N LOADS:'. Live Wind Added Dead (psf) ( mph) (psf) Load Reduction 20.0 90.0 0.0 ti dFrm EndwallQI PROGRAMS AND 0PTIONS: � _ r'j0 Y ALL (� A�� ADDITIONAL LINES: # of Add Lines Line Numbers 8 8 9 1.0 1.2 13 1.6 21 23 FRAME SPACING: Side Wall 0 Blocks Width 0 of Days 1 16.5 2 G.EXT,EW OPNGS.,PANE.'L..: Gable Extension Endwall. Openings Panel Gage Panel Left Right Left Right Roof Wall Type 0.0 0.0 0.0 0.0 29 29 HIR GIRT LOCATION: Side 0 of Gi its Girt Locations 1.40C:K 1 5. 00 FRONT 1 5.00 ENDWALL BAYS LEFT End Walls 0 Blocks Width 0 cif Days 1. 12.. 0 2 ENDWALL_ BAYS RIGHT: End Walls 0 Blocks Width 0 of Bays 3 ) 1. 16.0 . 0 :PUN . FRAMED OPENINGS:. 0 of walls with framed openings= 1 wall 0 0 openings type width hate bay dist. offset ;imbtyl:e (ft) (ft) (ft) (in) -----------------•------------------•---•----------_..-------••----------- 3 1 11 16.0 9.0 2. 0.0 0.0 3 h'c�X WARNING: Door taller than tray height; wall. 03, tray 0 2 SPECIAL LOAD FOR RIGID FRAME: Number of loads- 2 X --Cord Y -Cord Moment Vertical Horiz. (Ft) (Ft) (K --F) (Kip) (Kip) 0.00 1.0.00 0.00 0.00 0.75 Frame Lincs Numbersw 2 24.00 1.0.00 0.00 0.00 -0.75 Frame Line Numbers: 2 MUL..TIPLE FRAME' -------------------- LINES: Number of Different Frames== I Frame• Design Bay 0 maize (Ft) Frame Lina Numbers 1. 16.50 2 Length Tyre Case (ft) 0.00 2 WL..L. 0.00 2 WLR H. BRACING IN PLANE OF SIDEWALL, ROOF JOB: G10439 PAGEK 2 ESTIMATE/DESIGN/DRAFTING SYS'T'EM �Ic -15.43 VERSION -4T 8-NOV-94 Leeward End SUNWARD CORP. 15:32:20 �c PRESSURE OUTPUT REPORT FOR WIND LOADINGS. 1.. WALL PANELS: (Load In PSI'= 4 (¢) For Pressure (-) For Suction) -20.57 WIND SPEED (MPH)= CODE= UBC --91 q EXPOSURE= = B q OPENINGS Oil 90.00 - A .. CORRECTED VELOCITY PRESSURE _- 12.86 0 11..00 FT K. OVERHANG: PRESSURE SUCTION --36.0 C. WALL GIRTS: 11.57 --16.71 16.71 D. ROOF PURLINS: 0.00 -18.00 RF. SAVE/RIDGE: E. ENDWAL-L COLUMNS: 10.29 --6.43 >K F. E.NDWALL RAFTERS Backside 0.00 -15.43 180.0 Frontside 0.00 -15.43 Purlin (Wind) G. BRACING IhI 1='LAME O1= ENDWALL: Girt (Wi.nd) GT= CL C3 C4 ------------ Wand From Left 1.0.29 -15.43 -15.43 -6.43 90.0 Wind From Right. 10.:9 -15,43 --15..43 -6.43 R..Panel. (Live) H. BRACING IN PLANE OF SIDEWALL, ROOF Windward End 16..71 Roof -15.43 Leeward End 0.00 PRESSURE SUCTION 1.. WALL PANELS: 15.43 -20.57 J. ROOF PANELS: 0.00 -21.86 K. OVERHANG: --36.0 L. PARAPET: 16.71 -16,71 M. RF. SAVE/RIDGE: -29.6 >K DEFLECTION LIMI'T'S: Purlin (Live) 180.0 Purlin (Wind) 120.0 Girt (Wi.nd) 90..0 W.Panel (Wind) 90.0 R..Panel. (Live) 180.0 R.Panel (Wind) 120..0 E.W. (Column) 180.0 E.W. (Rafter) 1.£30.0 (5)= End zona `i a a.- (•�) (2) 4::3) 42): (1) 1 1 1 1 + + 1 1 1 t , + 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a 43)'' '' (2) 43): i WIND PRESSURE (ps•f) yh== 12.86 ps•f 0 11.00 ft, . Zone (2) ; Zone (J) i Par•L•ial..ly Closed Partially Closed ; 1 1 ---29.57 , --29.57 ; 1 Rf. . Panel 1 Zone - Q) Zone (a) Wall. Girt Zona (5) ; +------------------- + Ref:'Pull over capacity of --19.28 01271.4 screws in lbs ----------------------- 1 _...... _.. _.. _...._........ _.. __«__... WAII Panel ; Iona (5) ; 29ga 26ga 24ga 200 2E35 400 -19.28 JOB: G104::39 F'AGE03 ?K ESTIMATE/DESIGN/DRAFTING SYSTEM ?pc VERSION -4T 2£3--MOV-94 ?K SUNWARD CORP. 15:32:21 ?K WIND PRESSURE ON COMPONENT AND CLADDING „a --•--___.___---____-- Q: Roof Angle= 9.46 (deg.) " • �- a: Wid . of Pressure 1 1 Coef-f. . Zone (ft) .. (4) a= Min. of 2) .1l_ .41-4 1 c• 1 .1(5)1 1 r 1 t:• i, 1(x),(5)1 ' but not less than 1 1 1 1 1 1) .04W 1 1 1 1 1 1 1 1 1 1 L _ 2) .04L J) 3 f t• Y a ;•:;- a= 2.40 f•L• (5)= End zona `i a a.- (•�) (2) 4::3) 42): (1) 1 1 1 1 + + 1 1 1 t , + 1 1 1 1 1 1 1 1 1 1 1 1 1 1 a 43)'' '' (2) 43): i WIND PRESSURE (ps•f) yh== 12.86 ps•f 0 11.00 ft, . Zone (2) ; Zone (J) i Par•L•ial..ly Closed Partially Closed ; 1 1 ---29.57 , --29.57 ; 1 Rf. . Panel 1 Zone - Q) Zone (a) Wall. Girt Zona (5) ; +------------------- + Ref:'Pull over capacity of --19.28 01271.4 screws in lbs ----------------------- 1 _...... _.. _.. _...._........ _.. __«__... WAII Panel ; Iona (5) ; 29ga 26ga 24ga 200 2E35 400 -19.28 JOB: G.I.0439 (HR) 9Q& ESTIMATE/DESIGN/DRAFTING SYSTEM �c VERSION -4T 28-NOV-94 SUNWARD CORP. 15:24:02 �k Z / FRAMING SUMMARY OF BY ROOI•= PANEL : 29 GA (HR) 9Q& SAVE STRUT: 8C16 ✓ Z / PURL I N : 6 ROWS OF BY PASS MOUNT PURLINS W I Ty0.87 5 FT . LAP _ SPACING (FT) --> BACK SIDE= 3.724,72-4 STUB PURLINS--> LEFT' END- N RIGHT END= N q GABLE EXT.••----> I.-E1=T END= 0.000., RIGHT END= 0.000 DAY it 1 2 SPAN 16.50 16.50 SIZE 6.5Z16 6.5ZI6 BRACING 5/16'' SAG ANG NONE NONE BACK SIDEWAI. L: (Bay 0 starts from Right looking from --------------- outside of this wall.) PANEL.. : 29 GA (HR) 01-, GIFTS : 1 ROWS OF BY PASS MOUNT GIRTS WITH 0.875 FT. LAP LOCATIONS-> 5.000 BAY 0 1 SPAN 16.50 16.10 S1:2E 6;5Z16 6.5ZI6 BRACING SAG ANG NONE NONE FRONT SIDEWALL: (Bay ## starts from Left looking from -----•---------- outside of this wall..) PANEL :.29 GA (HR) GIRTS : 1 ROWS OF BY PASS MOUNT GIRTS WITH 0.875 FT. LAP LOCATIONS-::: 5.000 BAY 0 1.. 2 SPAN 16.50 16.50 SIZE _ 6.57-16 6.57-16 BRACING 5/16" SAC; ANG NONE. NONE_ r >K JOB: G10439 PAGEQ 2 � ESTIMATE/DE=SIGN/DRAFTING SYSTEM �qc >k VERSION -4T 28--NOV-94 �Ic SUNWARD CORP . 15:24:04 �X DIA. NO. SIZE LOCATION (FT) FRAMING SUMMARY 12.00 LEFT ENDWAI._L: (Bay 0 starts from right looking from -------------- outside of this wall.) PANEL : 29 GA (HR) RAFTER 8SC16 R --CC 8SC 16 CUL --1 8SC1.6 L -CC eSC16 SAG ANGLES, BRACINGS, AND GIRTS: LAY SPAN SAG ANGLE BRACE <.:---------------- GIRTS __..---_--____..--_-----__ :. NO.. (FT) LOCATIONS DIA. NO. SIZE LOCATION (FT) 1 12.00 NONE' -1 &5Z16 5.000 2 12.00 NONE 1 6.5216 5.000 RIGHT ENDWALL: (Bay.0 starts from right looking from -------------- outside of this wall.) PANEL. : 29 GA (HR) RAFTER BSC14 R -Cc BSC16 COL --1 813C16 f.;Ol_-2 SSC16 L -CC 8SC16 SAG ANGLES, DRACINGS, AND GIRTS: BAY SPAN SAG ANGLE BRACE NO. (FT) LOCATIONS DIA. 1. 4.00 NONE 2 16.00 8.0 3 4.00 NONE GIRTS------- NO SIZE LOCATION (FT) 1 '6.5Z16 5.000 1 6.5Z16 5.000 1 6.5Z16 5.000 Y,< TOE;: 010439 PAGE 0 3 �K ESTIMATE/DESIGN/DRAFTING SYSTEM �K VERSION -4T 28-NOV--94 SUNWARD CORP . 15:24:07 �K FRAMING SUMMARY - (Kase Plate and Anchor Bolt) "REACTIONS'' EDW COL COL. D+L. D•+•W CUL . SIZE: BASE PLT. A. BOLT NO LOC SHP H V H V NOTE W x L BPW x BPL x BPT DIA NO I._ENG (all reactions i. n kips) V) V) V) V) V) (1=std ) 1 R -CC SC 0.00 0.87 0.27 -0.53 CLF' 3.00 ---------------------------------- 8.00 0.75 2 1 1 COL -1 SC 0.00 2.90 0.67 -1.77 CLIP 3.00 8.00 0.75 2 1. I L ---CC SC 0.00 0.87 0.27 -0.5.3 CLF' 3.00 8.00 0.75 2 1 3 R --CC SC 0.00 0.51 0.09 -0.31 CLP 3.00 8.00 0.75 2 1- 3 COL -1 SC 0.00 2.83 0.49 -1.73 CLF' 3.00 8.00 0.75 2 1 3 COL -2 SC 0.00 2.83 0.49 -1.73 CLP 3'3.00 8.00 0.75 2 1 3 L.. -CC SC 0.00. 0.51 0.09 -0.31 CLF 3,.00 8.00 0.75 2 1 2 NOTE: EW 1= LEFT ENDWALL +-..----..____-_-- F_W 3•= RIGHT ENDWAI_L, 4 RF = Sill= RIGID FRAME OUTPUT FOR FINAL BASE PLATE/AB DESIGN SUMMARY CLIP -- SEE THE. FOLLOWING TABLE FOR THE TYPE I OR TYPO. II DESIGN CAPACITY O1= COLUMN CLIP BASE PLATE - (kips) BC16 SC14 (2)8C16 (2)8C14 TYPE I 5.42 1. 6.88 10.86 13.78 ; TYPE 11 10.84 13.76 21.72 27.56 * JOB: G10439 PAR.:'~�k Y* ESTIMATE/DESIGN/DRAFTING SYSTEM * � VERSION -4T 28-NOV-94 * * SUNWARD CORP. 15:34:27 * H V REACTIONS FOR ENDWALL COLUMNS ' R -CC LEFT ENDWALL ------------ RIGHT ENDWALL REACTION** (KIPS) COLUMN LOCATION DL+LL DL+WL H V H V ' R -CC 0.00 0.87 0.27 -0.53 COL -1 0.00 2.90 0.67 -1.77 L -CC 0.00 0.87 0.27 -0.53 RIGHT ENDWALL **H IS POSITIVE IN THE OUTWARD DIRECTION. V IS POSITIVE IN THE UPWARD DIRECTION. ° REACTIONS FOR WIND LOAD (HORZ.+UP) IN PLANE OF SIDEWALL (reactions at the 1st X bracing bay of eachside wall) ' ^ FORCES (KIPS) WALL - HOR (+/-) VER (�+/-) UWE NO. -- ' ---- __------- -----_--- ---------- � BACK 1.1 2.01 2, FRONT 1.1 2.8�� 6L - -~- , AITUAt PANEL cnR ------------------ LEFT 1NDWALL,/FT\ RIGHT ENDWAL�:' 86.2 LB/FT p°149O LB/FT `\ REACTION** (NIPS) COLUMN LOCATION DL+LL DL+WL H V H V R -CC 0.00 0.51 `0.09 -0.31 COL -1 0.00 2.83 0.49 -1.73 COL -2 0.00 2.83 0.49 -1.73 LLCC 0.00 0.51 0109 -0.31 **H IS POSITIVE IN THE OUTWARD DIRECTION. V IS POSITIVE IN THE UPWARD DIRECTION. ° REACTIONS FOR WIND LOAD (HORZ.+UP) IN PLANE OF SIDEWALL (reactions at the 1st X bracing bay of eachside wall) ' ^ FORCES (KIPS) WALL - HOR (+/-) VER (�+/-) UWE NO. -- ' ---- __------- -----_--- ---------- � BACK 1.1 2.01 2, FRONT 1.1 2.8�� 6L - -~- , AITUAt PANEL cnR ------------------ LEFT 1NDWALL,/FT\ RIGHT ENDWAL�:' 86.2 LB/FT p°149O LB/FT `\ �X�K%KIK:9�:9c�K�K��K�c:K�K�K�It�K�X�K�k�K�k�K�KsK�k:K�X�K�X�K�K�K�K�K�K�k�K�K�X�X�X>K�X�K�K�K�X>X'%���Oc�K�K�X�k�ksXM%K�K�Ec�X��K�K>K�K�K>X�K�KsK��k�X>X3K>X JOB: G10439 PAGE o 1 � ESTIMATE/DESIGN/DRAFTING SYSTEM VERSION -4T 28--NOV--94 � SUNWARD CORP. 15:34:25 �K STRUCTURAL- DESIGN CALCULATIONS 1.�_••, BUILDING: 24,.000 X 33,.000 X:1.0„000 LOADING s L..L:::: 20.00 DL= 2„20 WL- 90.00 CUSTOMER NAME .. e WYS[JhIG COhISThU(=T—:Ct�]I� PROJECT NAME.. IT I_ PROJECT " LOCAT I OI c ATASCADI=1.0 , CA� 1 2 EH= 10.00 0.00 16.50 24.00 12.00 t 0.00 EH= 1 2.. 00 ROOF -- 3 33.00 0.00 r flW" 1 Wow" wm"" F L O O R P L A N -------------------- 4.00 --12.00 20.00 24.00 I< JOB: G10439 WAGE::: >k ESTIMATE=/DESIGN/DRAFTING SYSTEM �Ic �k VERSION -4T 28--NOV-94 SUNWARD CORP. 15:13:27 �C INPUT ECHO FOR P.URLIN--GIRT—PANEL PROGRAM JOBID BUILDING SHAPE.: (FEET) FRAME SPACING: GABLE EXT PURLIN, GIRT: GIRT, PURLIN TYPE: ROOF LOADS: (PSF) WALL LOADS: (PSF) . G1.0439 WID LEN H1. H2 PR PO COL. EOR 24.0 . 33.0 10.0 1.0.0 2.0 1.2.0 0.0 0.0 H BLOCKS WIDTH_ (FT) #-_lC-cAYS n� 1 &.580 2 GABLE EXT MAX PURLIN GIRT SPACING LEFT RIGHT $PACING WALL NO. LOC. 0.0 0.0 5.0 B. SIDE . 1 5.00 F. SIDE : 1 5.00 GIRT BACK • FRONT PURLIN PANEL ZB ZB ZB HR DEAD LIVE WIND �2.2 20.0 0.0 WIND LOAD PRESSURE SUCTION 1.1.57 16.7:1. PANEL LOADS: WALL (PSF) PRESSURE SUCTION 15.43 20.57 DEFLECTION LIMITS: I"URLIN LIVE WIND GIRT 1.80. A20. 90. UPLIFT ADD LOAD -L ADD LOAD --R 1.8.0 N N RO01= PRESSURE SUCTION 0.00 21.86 ROOF PANEL WALL LIVE WIND PANEL 180. 120. 90. ,PARTIAL WALLS: BOTTOM LEVEL O1= WALL BACK SIDE FRONT SIDE. 0.00 0.00 DESIGN DATA PURLIN TYPE......... = PURLIN SPACING (LT) = PURLIN N SPAC;ING (RT) = LIVE LOAD.......... DEAD LOAD.......... WINDUP LOAD........ ROOF SLOPE:......... __ DEFL. LIMIT (LL)... DEFL. LIMIT (WL)... 7— SECTION, BYPASS MOUNT 3.724 1= EET 3.724 FEET 20.000 PS1= 2.200 PSF 18.000 PSI= 2.000/12 L../180.00 L/120.00 MEMBER LAYOUT (FEET) SPAN SIZE L. CANT BAY SIZE R. CANT 1 6.5216 0.00 16.50 2 6.5216 16.50 0.00 L. LAP R. LAP 0.88 0.88 SAG ANG. LOC NONE NONE JOB: G10439 . PAGE: n 2 �Ic ESTIMATE/DESIGN/DRAFT.ING SYSTEM >Ic VERSION --4T 28—NOV294 �k SUNWARD CORP. 15:13:34 >K <�Ic>K>K�K�C�c�K���K�KkC�K�C��C�K�K�k�k�K>K�KX��K�Ic�C:KYF�KkC�C�K�KX��K��K�K�K�X�K�K�KXc:KkC�X�K�K�k�k?K�K��k%K�K�K�K�K�K>Ky��k�k�K�K�C��K�CX��X�KNcX� ROOF PURLIN DESIGN DESIGN DATA PURLIN TYPE......... = PURLIN SPACING (LT) = PURLIN N SPAC;ING (RT) = LIVE LOAD.......... DEAD LOAD.......... WINDUP LOAD........ ROOF SLOPE:......... __ DEFL. LIMIT (LL)... DEFL. LIMIT (WL)... 7— SECTION, BYPASS MOUNT 3.724 1= EET 3.724 FEET 20.000 PS1= 2.200 PSF 18.000 PSI= 2.000/12 L../180.00 L/120.00 MEMBER LAYOUT (FEET) SPAN SIZE L. CANT BAY SIZE R. CANT 1 6.5216 0.00 16.50 2 6.5216 16.50 0.00 L. LAP R. LAP 0.88 0.88 SAG ANG. LOC NONE NONE �Ksk�sX�sXsX%�M�Csksk�sksK�sXsk�KsXsXsX�KsKsXsXsX�KsKsX�y�sKsKsK�K�sksX�K��sKsKsKsXsk�sk��sX>k>XsksX��>X�Ksk:ksXsXsXsk�K*sksksksK>ksksksksk� sX JOB: G10439 PAGE: j93 >X ESTIMATE/DESIGN/DRAFTING SYSTEM SUPPORT LAP VERSION -4T 28—NOV-94 SUNWARD CORP. 15:13:34 iC >K>k>kX<sK�ksX�K%KsX�K�K�Kjk�ksK%KIK%X7KsXsksksK�kX<ss<�A�7K}kytY,t'>,c�K�K�%k�3K�sXX<Y�%K>X�K�Y6"�sk>X%K��>X>k�EcsX��K�K>X�K�K�KsXxaK�K>X�kXcsk�K�sk�� SUI= PORT ROOT= PURLIIN DESIGN SUPPORT 1 0.00 REPORT ON DEAD+LIVE LOAD: . MOMENTS (KIP—FT) NO. SUPPORT LAP SPAN LEFT LEFT IMAX BETWEEN -NO. SUI= PORT LAP SUPPORT 1 0.00 12.03 1.50 2 --3.02 —2.30 1.50 SHEARS (KIP) SPAIN LEFT LEFT NO. SUPPORT LAP 1 0.50 2 0.87 0.79 BOLT SHEARS ( KIP) ------------------ SPAN LEFT LAP RIGHT LAP 1 0.00 0.f36 2 0.86 0.00 AT RIGHT RIGHT INFLEC. PTS. X'= LAP SUPPORT LEFT RIGHT 6.60 —2.30 --3.02 0.00 12.03 9.90 0.00 4.47 16.50 RIGHT FIGHT LAP SUPPORT -0.79 —0.87 —0.50 BOLT SHEAR FIATIO(.5A307) LEFT LAP RIGHT LAP 0.00 0.45 0.45 0.00 * JOB: G:1.0139 PAGE: Oq �pc >X ESTIMATE/DESIGN/DRAFTING SYSTEM iIc �X VERSION --4T 28—NOV-94 ALLOWABLE >X SUNWARD CORP. 15213:34 �K :'PAN PURLIN ROOF PURLIN DESIGN. MOMENT RATIO LOC 1-,10. REPORT ON DEAD+LIVE LOAD MEMBER FORCES DESIGN ALLOWABLE MOMENT :'PAN PURLIN MOMENT. MOMENT RATIO LOC 1-,10. SIZE (KIP—FT) (KIP—FT) ------- ---- 1 6.5Z16 —2.30 3.45 0.667 RTL_ 2 6.5Z16 —2.30 3;45 0.667 LTL DESIGN ALLOWABLE SI -TEAR BEND¢SHEAIR SPAN PURLIN SHEAF: SHEAR RATIO LOC RATIO LOC NO. SIZE (KIP) (KIP) ----- --- ---------- --_-- :I. 6.5Z16 0.79 2.85 0.278 RTL 0.522 RTL. 2 6.5Z16 0.79 2.85 0.278 I_TI_ 0.522 I_TI_ ----------------------_--------------- ' LTL=1_EFT LAP RTI_=RIGI•iT LAP L_TOLEFT SUPPORT RTS=RIGHT SUPPORT MS=N ID SPAN ; MEMBER DEFLECTIONS (INCHES) SPAN DEAD LOAD LIVE LOAD LIVE LOAD LIMIT 1 0.04 0.33 1..1.0 0.04 O.:: 3 1.1.0 WELT CRI1='PLING STRENGTH (KIP) --------------------------------- HEARING WIDTH (IN) SPAN REACTI011 3 5 6 8 1.0 LEFT END 0.500 0.668 0.878 0.990 1.216 1.441 RIGHT END 0.500 0.668 0.878 0.990 1.216 1..441. �K?K�K7K�K�c�K'M�K>K�KM%K�%K7K>X�C3K�kX<�KY�>K>K�K�K�K�KjK�K�K>X%Q<�K>K>ic�c�aK%K>K�K�KY6�K�X%K��KY�%K�X�k>X�K%K>X�MM%K�XYF>XY,c>K�Ica<�C�CY,c�KX<�k�KY,c>K �c JOB: G10439 PAGEW 5 �c YR ESTIMATE/DESIGN/DRAFTING SYSTEM �Ic �K VERSION -4T 28—MOV-94 �!c etc SUNWARD CORP. 15:13g34 �K ROOF PURL:IN DESIGN REPORT ON DEAD+WINDUP LOAD: ------------------------- MOMENTS (KIP—FT) ---------------- SPAN LEFT LEFT MAX BETWEEN'' AT RIGHT RIGHT INFL..E::C:. PTS. • NO. SUPPORT LAP SUPPORT X== LAP SUPPORT LEFT RIGHT 1 0.00 —1.08 6.60 1.65 2.18 0.00 12.03 2 2.18 1.65 —1.08 9.90 0.00 4.47 16.50 SHEARS (KIP) SPAN. LEFT LEFT RIGHT RIGHT NO. SUPPORT LAI ' LAP' SUPPORT - 1. --0.36 0.57 0.62 2 --0.62 —0.57 0.36 BOLT SHEARS (KIP) BOLT'SHEAR RATIO ..5 D A307) SPAN LEFT LAP RIGHT LAP LEFT LAP RIGHT L 1 0.00 0.62 0.00 2 0.62 0.00 0.24 0.00 >X JOB: G10439 PAGES 6 * ESTIMATE/DESIGN/DRAFTING SYSTEM ;X VERSION -4T 28—NOV--94 >k SUNWARD CORI . 15:13t340 � >X>K * � >X;K �K xt � yX �c;K %K � •1'� �X>K yt;X �>X � �X>X 3X �X �K �X>X �X>X>X>X Y6>K;Ic � � >X * � X� � YF>X Xs � � yK � �K �;X;It �K � � YF �K XaK �>X;K �1c � YF %X � �K;K �K;ic }X � �qc Y,t ROOF PURLIN DESIGN >X%K•1'��6cY,�>k�K7K�X;X�K�k��k�K�K�K�K REPORT ON DEAD+WINDUP LOAD MEMBER FORCES -------------- DESIGN ALLOWABLE MOMENT SPAN PURLIN MOMENT MOMENT RATIO LOC NO. SIZE (KIP—FT) T) ( KIF'—FT) ------ I 6.5Z16 1.65 4.59 0.360 RTI— R 6.57_16 1.65 4.59 0.360 LTL DESIGN ALLOWABLE SHEAR BEND¢SI–EAR SPAN PURLIN SHEAR SHEAR RATIO -LOC RATIO LOC NO. SIZE (KIP) (KIP) ----- —_— __--_—_-.—__ I 6.5ZI.6 0.57 3.81 0.150 RTL 0.152 RTL_ .2 6.5Z16 0.57 3.£31 0.150 LTL 0.1:5,^ LTL LTI._=LEFT LAP RTL -RIGHT LAI::* ; __...._..__.._.._— LTS-•LEFT –____....__.._... SUPPORT ——.------ RTS=RIGHT —__—_-__.—.._____..___— SUPPORT –__.--____.._.._..----------•—••-------.._— MS=MlD SPAN ; MC•::I" BER DEFLECTIONS (INCHES) SPAN DEAD LOAD WIND LOAD WIND LOAD L..IMIT 1 0.04 .-0.30 —1.65 2 0.04 —0.30 --1.65 �Ksk�k>K�K�K�K�KXc�K�K�k�K�C�K�k�K�K�K�K�K�k7K�K�ScsKsc�K�K�K�K�X�sXv��K�K�K�K�K��K�K�K�sK��Ks'F�K�K���KX�>K�ksK�K%K��K�KNc�K�KsX�K�K%K�K�K�K**�c�K�K JOB g 610439 PAGE: &l ESTIMATE/DESIGN/DRAFTING SYSTEM PR PO >K VERSION --4T 28—NOV-94 SUNWARD CORP. 15:13:37 sK �KA��K:K%K��K�ksK�C%K�kslc��C>6c�ssc�k�k�K%Ic>X�ksx�X�K�C��X�X�Ec�Ksoofc�k��K�Cslc�ks�>xsX:7c�k�kslcsi��Kslcssc�ksKm%ksEc�K�XsXsX�K�csx�k�Xm�K��Cslcycslafc��K�K� 24.0 33.0 10.0 1.040 SIDEWAI_.L GIRT DESIGN PARTIAL_ MALLS: DESIGN DATA BUILDING SI–IAPE:g MID LEN HI FIR-_' PR PO (FEET) 24.0 33.0 10.0 1.040 2,.0 12.0 PARTIAL_ MALLS: ELEVATION • (FEET) BACK FRONT 0..0 0.0 WALL_ GIRTS n TYPE BACK FRONT ZB IN GIRT SI" -ACING: WALL LOCATION (FT) BACK 5.00 FRONT 5.00 DAY SIZES: # BLOCKS WIDTH (FT). ## TIMES � � 1 16.5 2 LOAD-. WIND -- PRESSURE SUCTION 11.°57 16.71. DEFL4 LIMIT: L/ 90 M JOB: G10439 PAGE: J � * ESTIMATE/DESIGN/DRAFTING SYSTEM tic VERSION -4T 28—NOV-94 ipc SUNWARD CORP „ 15313:37 �Oc SIDEWALL GIRT DESIGN MEMBER SELECTION, BOTH WALL.S2 BYPASS MOUNT GIRTS MEMBER LAYOUT (FEET) SPAN SIZE L. CANT BAY SIZE R. CANT L. LAP R. LAP SAG ANG. LOC 1 6.5216 .0.00 16.50 0.88 NONE 2 6.5216 16.50 0.00 0.88 NONE JOB: G:1.0439 PAGE: J13 >K ESTIMATE/DESIGN/DRAFTING SYSTEM iK VERSION -4T 28-NOV-94 SUNWARD CORP. 15:13:38 �X 6.60 -1.61 -2.11 SIDEWAI...I._ GIFT DESIGN 12.03 9.90 0.00 REPORT ON WIND PRESSUREt MOMENTS (KIP -FT) ---------------- SPAM LEFT .No. SUI= PORT 1 0.00 2 -2.11 S1 -EARS (KIP) LEFT MAX BETWEEN LAP SUPPORT 1.04 -1.61 1.04 AT RIGHT RIGHT I.NFLEC. PTS. X= LAP SU1=PORT LEFT RIGHT 6.60 -1.61 -2.11 0.00 12.03 9.90 0.00 4.47 16.50 SPAN LEFT LEFT RIGHT NO. SUPPORT LAP LAP 1 0.35 --0.55 2 0.61 0.55 BOLT SHEARS ----------------- (K IP) SPAN LEFT LAP RIGHT LAP 1 0.00 0.60 2 0.60 0.00 RIGHT SUPPORT "0.61 BOLT SHEAR RATIO(.5 D A3071 LEFT LAP RIGHT LAP 0.00 0.24 0.24 0.00 I �K>X>k�>K�X��K:>��C��fc%X>K>k�X>K>K>K>K��K>!c>k�K�K>XM%K�Khk>'i��M��K�K7pc�pc�gaK���X�k�K>X%l�hti%X>k�AX%K%K>K�K��KM%Ooh'c>KyF�>Kh��K>KyK�k>K%K�K�k�k>K�k k JOB: G:10439 PAGE: �a � ESTIMATE/DESIGN/DRAFTING SYSTEM �c >K VERSION -4T 28—NOV-94 SUNWARD CORI—' . 1503:38 �K �K�MjK�K�4c�C�Kh'��k�K3KX<�K�k�Kh�>K�i �6C�yc�C�pc�C�C�K�K��K>K�K���K�k%K�>X�k�K>K�Kh'��K�KM>K��:�K�K>Xh'c:'kX<%K�>KY�M�Kh'��7k>K�KkC�Kyic�oK�kh'��IoK��k MOMENT SIDEWALL GIRT DESIGN �C>KxC�Ic�K7K�K�KY�>K�>K��K�K�K�KX<�K�K GIRT REPORT ON WIND PRESSURE: MEMBER FORCES DESIGN ALLOWABLE MOMENT ,3I='AI-,I GIRT ITIOMENT I•IOMENT RATIO LOC NO. SIZE (KIP—FT) (KIP—FT) ------ 1 6.5Z16 —1.61 4.59 0.349 RTI._ 2 6.5Z16 —1.61 4.59 0.349 LTL. DESIGN ALLOWABLE SHEAR BEND¢SI•• EAI -i SPAN GIRT SHEAR SHEAR RATIO LOC RATIO LOC NO. SIZE (KIP) (KIP) --••__-_ 1. 6.5Z16 0.55 3.81 0.146 RTL 0.143 RTL 2 6.5Z16 0.55 3.81 0.146 LTL 0.143 LTL LTI--LEFT LAP RTL=I;!IGI•iT LAP ; -------------------- L.TS=LEFT SUP'P'ORT RTS==RIGHiT _._._.._____.._—___..__._______...._--_—____.._..____..___.—__.—_____.._— SUPPORT MS=MID SPAN MEMBER DEFLECTIONS (INCHES) SPAN ACTUAL_ WIND LOAD LIMIT 1 0.25 2.20 0.25 ., .20 ,,g �k JOB: 610439 PAGE-. 6�, �Ic ESTIMATE/DESIGN/DRAFTING SYSTEM � * VERSION—AT 28--NOV-94 7K ' >K SUNWARD CORI=' . 15:13:38 � SIDIWAL_i_ GIFT DESIGN REPORT ON WIND SUCTION 1.OMENTS (KIP—FT) SPAN LEFT LEFT MAX BETWEEN AT RIGHT RIGHT INFLEC. PTS. • NO. SUPPORT LAP SUP'P'ORT X= I_Ai= SUP'P'ORT LEFT RIGHT 1 0.00 —1.51. 6.60 2.32 3.05 0.00 12.03 2 3.05 2.32 —1.51 9.90 0.00 4.47 16 0 50 SHEARS (KIP) ------------- SPAN LEFT LEFT RIGHT RIGHT NO. SUPPORT LAP LAP SUPPORT 1 —0.50 0.80 0.67 2 —0.87- —0.80 0.50 DOLT SHEARS( (KIP) BOLT F: --SHEAR ATIO(� D A307 — _— SPAN LEFT LAP RIGHT LAP LEFT LAP RIGHT LAP 1 0.00 0.87 0.00 0.34 2 0.87 0.00 0.134 0.00 r- K JOB: G10439 PAGE e [ 6 �K ESTIMATE/DESIGN/DRAFTING SYSTEM �Ic �K VERSION -4T 28—NOV--94 >Ic >K SUNWARD CORF, . 15:13:38 �pc >K��K�ic%K�K%k7k��K�7K�KX<Y�Yi Y,c%Ic�K%KSK�KyF>K�K�K�K�%KIK?K.��Kyic�pC�K%K>K%E�XC%K>K>K�K�X�k�K�K�k>K�k�k�K�K>K�>ic�6C�C>KM�K�IC�>K�KyK>KXC�K�X�IC>K�kk�>IC�K�Ec MOMENT SIDf._WAL_L GIRT DESIGN GP'AN GIRT REPORT ON WIND SUCTIONtl I•IEMBI.- R FOF�CE—S DE.=:SIGhI ALLOWABLE MOMENT GP'AN GIRT MOMENT MOMENT RATIO L_OC NO. SIZE (KIP"FT) (KIP—FT) ------ —_- 1 6.5Z16 2.32 4.59 0.505 RTI - 2 6.5Z16 2.32 4.59 0.505 LTL DESIGII ALLOWABLE SHEAR BEND¢SHEAR SPAN GIRT SHEAR SHEAF: RATIO LOC RATIO LOC NO. SIZE ( KIP) (KIP) ------ --- _____—___—_ 1 6.5Z16 0.80 3.81 0.210 RTL 0.168 RTL. 2 6.5Z16 0.80 3.81 0.210 LTI.— 0.168 LTL -------------------------- : ------------------------------------- ' LTL=LEFT LAP RTL=RIGHT - LAI=' ; LTS=LEFT SUP'P'ORT RTS=RIGHT SUP'P'ORT MS=MID SPAN ; -------------------------------------------- 7 — —..----------.._..-- MEMBER DEFLECTIONS "INCHES) SPAN ACTUAL.. WIND LOAD LIMIT 1 —0.37 —2.20 2 —0'.37 —2.20 �K JOB: G10439 PAGE T I � 7k ESTIMATE::/DESIGN/DRAFTING SYSTEM �pc �X VERSION -4T 28—NOV-94 iIc SUNWARD CORP. 15:13:39 YiYF�hti)IC?iC?iC71CY1:>iC�tYiCYC>KYR���>i>iC�K7iC?IC�C�C�C S�C1}C71C �C�C�C?IC�CiC�K�'%i��C�C%t?�CY,C3IC�C�C �C�C�CYIC3IC?If �C�C�CY�C?i��� YICY,C iIC�CiC}IC�C�C�C�C�C�(>iC�C�{�C71<�C �C * ROOF AND WALL PANEL DESIGN LOAD DESIGN DATA LOADS: ROOF: DEAD== 2.2PSF_, LIVE:= 20.OPSFq WIND-UP= 21..9PSF' WALL: WIND PRESSURE== 15.4PSF WIND SUCTI0N= 20.6PSI:- ROOF : PURL I N SPAC . = 3. 7FT , NO. OF SPANS== ROOF SLOPE= 2.01N 12 SIDEWALL: 1 DIFFERENT WALL GIRT SPACINGS SPACING: WALL ID SPACES,FT. 2 5.00 5.00 PANEL GAGE: WALL= 29, ROOF== 29 PANEL_ TYPE: I—II; PANEL STRESS AND DEFLECTION MID — SPAN SUP'P'ORT LOAD ACTUAL ALLOW. ACTUAL ALLOW. DEFLECTIONS LOAD ON PAN MOMENT MOMENT MOMENT MOMENT ACTUAL— LIMIT STATUS LOC COMB P'SI= f= T --B#/1= T FT --#/FT FT—#8/FT 1= T-88/1= T IN- IN -------- ROOF DL+LA.. 22.2 24.7 95.8 —30.8 136.7 0.048 0.248 OK ROOT= DL+WL —19.6 --22.4 182.3 28.0 127.7 --0.052 0.378 OK WL. 2 WL—PR 15.4 27.0 1.27.7 —48.2 182.3 0.084 0.667 OK WL 2 WL—SU 20.6 —36.0 182.3 6443 127.7 —0.132 0.667 OK JOB: G10439 PAGE.: ESTIMATE/DESIGN/DRAFTING SYSTEM yc m VERSION -4T 28-NOV-94 * SUNWARD CORP. 15:13:49 * TIMES WIDTH TIMES WIDTH TIDIES WIDTH TIMES GENERAL ENDWALI._ DESIGN 1 INPUT ECHO: TOB ID: G10439 BLDG SHAPE: W 24.00 EW FACTORS: NO EW HI H2 10.00 10.00 WELD ONLY PANEL LEFT RIGHT TYI='E N N HR PR PO PP GP 2.0 12.0 6.5 6.5 DEFLECTION LIMIT COL RAF GIRT PANEL 180 180 90 90 EOL. EOR 0.0 0.0 ENDWAL_I._ END FRAME GABLE STANDARD CONSTANT FRAMING: WALL RECESS EXTEN. ENDBAY SPACING WAL..L. HT. GIFT DEPTH LEFT 0.00 0.00 16.50 111 0.0 N RIGHT 0.00 0.00 16.50 N 0.0 N ENDWALL BAY SIZE -=S-->: START FROM RIGHT CORNER, LOOKING FROM OUTSIDE. LOADS: PANEL GIRT: C'OL..l.JMN RAFTER (BACK) RAFTER (FRONT): DEAD = 2.20 PRESSURE = 15.40 PRESSURE = 11.60 PRESSURE = 10.30 PRESSURE = 0.00 PRESSURE = 0.00 LIVE == 20.00 SUCTION = 20.60 SUCTION = 16.70 SUCTION = 6.40 SUCTION = 15.40 SUCTION = 15.40 NO OF BAY NO DAY NO BAY NO BAY Flo WALL BLOCKS WIDTH TIMES WIDTH TIMES WIDTH TIDIES WIDTH TIMES LEFT 1 12.00 2 RIGHT 3 4.00 1 16.00 1 4.00 1. MAX GIRT & PURLIN SPACING:E:NDWAL_L LEFT E:ND= 7.33 RIGHT END= 7.33 BACKSIDE LEFT EW = 5.00 RIGHT EW = ;.5.00 FRONTSIDE LEFT EW = 5.00 RIGHT EW " 5.00 ROOF _ 3.72 GIRT LOC;. WALL FIO. GIRTS GIRT LOCATION LEFT 1 5.00 RIGHT 1 5.00 LOADS: PANEL GIRT: C'OL..l.JMN RAFTER (BACK) RAFTER (FRONT): DEAD = 2.20 PRESSURE = 15.40 PRESSURE = 11.60 PRESSURE = 10.30 PRESSURE = 0.00 PRESSURE = 0.00 LIVE == 20.00 SUCTION = 20.60 SUCTION = 16.70 SUCTION = 6.40 SUCTION = 15.40 SUCTION = 15.40 JOB: 01.0439 PAGE -.62 >X ESTIMATE/DESIGN/DRAFTING. SYSTEM �c VERSION -•4T 28-NOV--94 �Ic SUNWARD CORP . 15:13:51 >X ENDWALL DESIGN FOR LEFT WALL DAY SIZES: 2 0 12.00 lYllr'MBER INFORMATION: :------------- WELDED -----------> C --SECTION .MEMBER I- LANGE WISE+ .._-------- ---•------ TYPE LOC. LENGTH WIDTH THICK DEPTH THICK WEIGHT SIZE RAFTER C 24,33 76 BC 1.6 • R --CC. C 0.00 8.79 28 SC1.6 COL -1 C 12.00 1.0..79 34 BC 1.6 L -CC C 24.00 8.79 28 £301.6 TOTAL. (LB) = 1.65 CAPACITY CHECK- * COLD FORM SECT IONS--:::- ALLOWABLE SHEAR & AXIAL ARE IN KIT='S ----------- ALLOWABLE BENDING ARE IN FT -KIPS. HOT ROLLED 13ECTIOI%IS--:::• ALLOWABLE SHEAR, AXIAL & BENDING ARE IN KSI MAX SHEAT; MAX AXIAL.. LOC,. TYPE LOAD FORCE STRESS ALLOW RATIO FORCE STRESS ALLOW RATIO COMB KIP KSI KIP KSI %X ------ RAF'TER C DL..+L.L. :1...45 N/A 2..28 0.63 0.00 N/A 25.92 0.00 RAFTER C DL+WL 0.134 N/A 3.05 0.2£3 0.00 N/A 34.55 0.00 R -CC C DL+LL 0..00 N/A 2..28 0.00 0.87 N/A 6.80 0.1.3 L'01_--1. C DL+L-I_ 0.00 N/A 2.213 0.00 2.90 N/A 6.70 0.43 COL -1 C DL+L.L/2+WL. 0.67 N/A 3.05 0.22 -0..47 N/A 34.55 -0.01. L7CC . C DI_+1_I_ 0.00 N/A 2.213 0.00 0.137 N/A 6.130 0.13 MAX BENDING BENDING WEE{ BEND COL MOMENT STRESS ALLOW RATIO +AXIAL +SHEAR NO FT --KIP KSI ----•--- RATIO RATIO RAFTER C DI. -+LL 3.413 N/A 4.43 0.79 0.79 0.96 RAFTER C DL+WL. 2.02 N/A 5.90 0.34 0.34 0.42 R -CC C DI+LL- 0.00 N/A. 3.74 0.00 0.11 C OL�-1 C DL+LL 0.00 N/A 3.74 0.00 0.2:1. COI_• -1 C Dl. -+I -I -/2.+ -WL 1.130 N/A 4.99 0.36 0.35 L -CC: C DL+L L 0.00 N/A 3.74 0.00 0.1.:1. �K JOB: G 1043)9 PAGE: G3 �Ic ESTIMATE/DESIGN/DRAFTING SYSTEM �c * VERSION -4T 28—NOV-94 �K SUNWARD CORP. 15:13:51 >K :9cY,CXt;-0c�pc�K*�dc�pc�k%KIK%K>K�k�K�K��K>K>K�K>X�K�K�K>K>K�K>K�%KltiY,caKa'��K>X�K�K>X>K�K>K�K>k?K>X�c�c�x��K�c%Icyc*�c�cyc*��c:K:c<�c�c�cyc*x<�c�c�c�c��c�c SC16 I NDWAI._I._ DESIGN FOR -LEFT -WALL ----------------------------- O r S7 MEM1C ER DEFLECT ONS: MEMBER SIZE DEFLECTIONSUN) ------------------- ACTUAL LIMIT RAFTER SC16 0.15 0.80 COL--- 1. BC16 0.1.6 0.72 COLUMN REACTIONS: COLUMN SI7_E Dl_¢LL- —0.53 _—_..---- —1.77 I-I V R --CC SC16 0.00 O r S7 COL -1 BC16 0.00 2.90 L—CC SC16 0.00 0.87 INFORMATION FOR RAFTER SPLICES ENDWALL COLUMN 1,40. 1 RAF NOM OCOL (F —K) 3.5 INFL PTSa LT OF COL. (FT) 3.77 I NFL. PTS: -RT OF COL. (FT) 3.00 MOMENT AT PEAK (F -K) —3.48 DL+WL. I -I V 0.27 —0.53 0.67 —1.77 0.27 —0. 51-3 �K TOB . G10439 1= AGE eG4 >X >K FT -KIPS. ESTIMATE/DESIGN/DRAFTING SYSTEM �Ic ROLLED SECTIONS-> ALLOWABLE SHEAR, VERSION -4T BENDING 28--NOV-94 * �X SUNWARD CORP. 15:13:52 * ENDWALL DESIGN FOR RIGHT WALL MAX SHEAR DAY SIZESg 1 @ 4.00 1 C :1.6.00 1. @ 4..00 LOC:. TYPE MEMBER INFORMATION: STRESS ALLOW RATIO FORCE STRESS ALLOW RATIO =::-••------------- WELDED ----••---------•> COMB C--SECTIO,l VEMBEIR >X -------- KIP FLANGE WEB 7K -------- ---------.--- ---------- TYPE LOC. LENGTH WIDTH THICK DEPTH THICK WEIGHT SIZE RAFTER C 24.33 93 8C 14 R -CC: C 0.00 8.79 28 8016 COI. ---1 C 4.00 9.46 30 SC16 COL -2 C 20.00 9.46 30 SC16 L -CC C 24.00 8.79 28 8016 6.80 0.42 C:OL..-1. TOTAL (LB) = 207. -0.49 CAPACITY CHECK: * COLD FORM SECTIONS--> ALLOWABLE SHEAR & AXIAL ARE IN KIPS -•------------------- ALLOWABLE BENDING ARE IN FT -KIPS. �K HOT ROLLED SECTIONS-> ALLOWABLE SHEAR, AXIAL & BENDING ARE IN KSI MAX SHEAR MAX AXIAL LOC:. TYPE LOAD FORCE STRESS ALLOW RATIO FORCE STRESS ALLOW RATIO COMB 'KIP KSI >X -------- KIP KSI 7K -------- RAFTER C DL+LL- 1.55 N/A 4.71 0.33 0.00 N/A 34.26 0.00 RAFTER C DL+WI- 0.90 N/A 6.28 0.14 0.00 N/A 45.69 0.00 R -••CC C; DL+LL 0.00 N/A 2.28 0.00 0.51 N/A 6.80 0.06 COL -1 C DL -+LL 0.00 N/A 2.28 0.00 2.83 N/A 6.80 0.42 C:OL..-1. C: DL+LL/2+WL -0.49 N/A 3.05 0.16 -0.46 N/A 34.55 -0.01. COI ---2 C DL+LL 0.00 N/A 2.28 0.00 2.83 N/A 6.80 0.42 COL -2 C DL-+LL/2+WL.. 0.49 NIA 3.05 0.16 -0.46 N/A 34.55 --0.01 L -CC C DL+LL 0.00 N/A 2.28 0.00 0.:51. N/A 6.80 0.08 MAX BENDING BENDING WEE; BEND COL MOMENT STRESS ALLOW RATIO +AXIAL +SHEAR ILIO FT -KIP KSI ------ RATIO RATIO RAFTER C DL+LL 3.59 N/A 6.02 0.60 0.60 0.43 • RAFTER C DL+WL. 2.08 N/A 8.03 0.26 0.26 0.19 R•• -CC C DL+I.-I- 0.00 N/A 3.74 0.00 0.06 COL.. --1. C DL.+L-L 0.00 N/A 3.74 0.00 0.20 COI. --1 C DL+LL/2+WL 1.15 N/A 4.99 0.23 0.22 COL.. --2 C; DL -+LL 0.00 N/A 3.74 0.40 0.20 COI. -••-2 C DI-+I.-L/2+WL 1.15 N/A 4'.99 0.23 0.22 1... -CC C DL+LL 0.00 N/A 3.74 0.00 0,06 4 . A_ JOB: G10439 PAGE: R—CC ESTIMATE/DESIGN/DRAFTING SYSTEM COI. --1 �Ic VERSION -4T 28--NOV--94 �k SUNWARD CORI=' . 15:13:52 ENDWALL DESIGN FOR RIGHT WALT_ ----------------------------- MEMBER DEFLECTIONS: MEMBER SIZE RAF TER SC14 COL -1 SC16 COI --2 SC16 COLUMN REACTIONS: COLUMN SIZE R—CC SC16 COI. --1 SC16 COI. --2 SC16 L —CC SC 16 DEFLECTIONS(IN) ACTUAL LIMIT 0.27 1.07 0.00 0.63 0.0£3 0.63) DL¢LL DL+WL H V Ii V 0.00 0.51. 0.09 —0.31 0.00 2.03 0.49 —1..73 0.00 2.03 0.49 —1.73 0.00 0.51 0.09 --0.31 INFORMATION FOR RAFTER SPLICES -------------------------------- ENDWALL COLUMN NO. 1. 2 RAF MON @COL (F••—K) 3.6 3.6 :I: NFL_ PTS: LT OF COL. (FT) 4.00 2.02 INFL PTS: RT OF COI_. (FT) 2.02 4.00 MOMENT AT PEAK (F—K) 14.06 w * JOB: G10439 PAGE-. G6 * * ESTIMATE/DESIGN/DRAFTING SYSTEM * * VERSION -4T 28-NOV-9A * * SUNWARD CORP. 15:13:52 * <- PRESSURE --><-- SUCTION -->< ENDWALL GIRT DESIGN =================== # LEFT-ENDWALL*GIRT LOCATION: <--BAY--> AVG. # OF WALL # SPACE HITE GIRTS LOCATIONS _ 1 1 12.00 11.0 1 5.00 1 2 12.00 11.6 1 5.00 ;MEMBER SELECTION FOR LEFT WALL: RIGHT ENDWALL GIRT LOCATION: <--BAY--> AVG. It OF WALL # SPACE HITE GIRTS LOCATIONS 3 i 4.00 10.3 1 5.00 3 2 16.00 10.7 1 5.00 3 3 4.00 10.3 1 5.00 MEMBER SELECTION FOR RIGHT WALL: -------------------------------- SAG <- BENDING MOMENTS (FT_KIPS)-> BAY GIRT ANGLE <- PRESSURE --><-- SUCTION --><---DEFLECTIONS----> # SIZE LOCATIONS ACTUAL ALLOW ACTUAL ALLOW PRSSR SUCTN ALLOW 1 6.5Z16 NONE 0.09 4.59 0.13 2.30 0.00 0.00 0.53 . 2 6.5Z16 8.0 1.85 4.59 2.66 3,99 0.56 -0.8i 2.13 3 6.5Z16 NONE 0.09 4.59 0.13 2.30 0.00 0.00 0.53 SAG <- BENDING MOMENTS (FT_KIPS)-> BAY GIRT ANGLE <- PRESSURE --><-- SUCTION -->< --- DEFLECTIONS----> # SIZE LOCATIONS ACTUAL ALLOW ACTUAL ALLOW PRSSR SUCTN ALLOW .1 6.5Z16NONE 1.05 4.59 1.51 2.30 0.18 -0.25 1.602 6.5Z16 NONE 1.05 4.59 1.51 2.30 0.18 -0.25 1.60 RIGHT ENDWALL GIRT LOCATION: <--BAY--> AVG. It OF WALL # SPACE HITE GIRTS LOCATIONS 3 i 4.00 10.3 1 5.00 3 2 16.00 10.7 1 5.00 3 3 4.00 10.3 1 5.00 MEMBER SELECTION FOR RIGHT WALL: -------------------------------- SAG <- BENDING MOMENTS (FT_KIPS)-> BAY GIRT ANGLE <- PRESSURE --><-- SUCTION --><---DEFLECTIONS----> # SIZE LOCATIONS ACTUAL ALLOW ACTUAL ALLOW PRSSR SUCTN ALLOW 1 6.5Z16 NONE 0.09 4.59 0.13 2.30 0.00 0.00 0.53 . 2 6.5Z16 8.0 1.85 4.59 2.66 3,99 0.56 -0.8i 2.13 3 6.5Z16 NONE 0.09 4.59 0.13 2.30 0.00 0.00 0.53 * JOB: G10439 PAGE7 * * ESTIMATE/DESIGN/DRAFTING SYSTEM * VERSION -4T 28-NOV-94 * � SUNWARD CORP. 15:13:54 * ACTUAL ALLOW. ACTUAL ENDWALL PANEL DESIGN DEFLECTIONS DESIGN DATA ==================== LOAD LOADS: WALL: WIND PRESSURE= 15.4PSF WIND SUCTION= 20.6PSF MOMENT 'MOMENT _ ENDWALL: 2 DIFFERENT WALL GIRT SPACINGS ACTUAL SPACING: WALL ID SPACES, FT. LOC , 1 5.00 6.00 ' FT -#/FT FT -#/FT 3 5.00 5.67 FT -#/FT PANEL GAGE: 29 PANEL TYPE: HR PANEL FORCE AND DEFLECTION -------------------------- . MID - SPAN SUPPORT LOAD ACTUAL ALLOW. ACTUAL ALLOW. DEFLECTIONS LOAD ON PAN MOMENT MOMENT 'MOMENT MOMENT ACTUAL LIMIT STATUS LOC COMB PSF FT -#/FT FT -#/FT FT -#/FT FT -#/FT IN IN ------ WL 1 WL -PR 15.4 42.7 127.7 -59.7 182.3 0.206 0.800 OK WL 1 WL -SU 20.6 -57.1 182.3 79.8 127.7 -0.276 0.800 OK WL 3 L- R W P 15.4 37.2 127.7 -55.4 182.3 0.158 0.70 OK WL 3 WL -SU 20.6 -49.7 02.3 74.1 127.7 -0.211 0.756 OK . >K JOB n G10439 PAGE: 0-1 7K >K ESTIMATE/DESIGN/DRAFTING .SYSTEIYI �c �K VERSION -4T 28-NOV--94 �pc >K SUNWARD CORP. 15:14:18 >Ic }K�KX��K�Kk�X��K�K�K�C�K�K%K�K�CkC�X�K�CX��K�c�c�K��k�K>K�K�K:K�K�K�KX<�k�K>cc�K�K�k�C�K�K�K�K��K�Xt%K�K�c�M�C�k�C�X�K�K�6c�kX�>IC�K�K�C�K�K�KXc�K�K�k�K�K�K 0 30.0 BRACING REPORT 1 INPUT ECHO-, JOB ID ....... f G10439 BUILDING SIZE: WIDTH ......= 24.0 FT LENGTH ..... = =0 FT HT LEFT ... ;= 10.0 FT HT RIGHT ... = 10.0 I'=T PEAK RISE..= 2.0 FT PEAK OFFSET= 12.0 FT NO. OF DIFFERENT ENDWAI._I-S 1 LEFT ENDWALL a COL_ SPACES (FT) ..... = 12.0 12.0 SUM OF WALL-OPTN?K 0.0 1= T . GHT ENDWALL: COL SPACES (FT) ..... = SUI I OF WALT_ OPENINGS= 0.0 i'= T . ROOF BAYS.... e 20 16.5 LOADS........: DEAD= 2.2 LIVE= 20.0 SEISMIC CODE= 3 WIND LOADS....e E:hiDWALL o WINDWARD LEEWARD FROM LEFT 10.29 -15.43 •-15.43 -6.43 FROM RIGHT 1.0.29 -15.43 -1.5.43 -6.43 SIDEWALI_.o WINDWARD END= 1:6.71 LEEWARD END= 0.00 ROOF.... : -•-1.5.43 REQUIRED DIAGONAL BRACING AND WEIGHT ------------------------------------ LOCATION NO. OF LAYS WITH BRACING WEIGHT (FRONT) 5/1.6 3/8 1/2 ( RIGHT ) ROOF 2 0 0 30.0 BACK SIDEWAL..L 1 0 0 14.5 FRONT SIDEWAL-I._ 1 0 0 14.5 LEFT ENDWALL 0 0 --• 0.0 RIGHT ENDWALL 0 0 -_ 0.0 TOTAL WEIGHT = 59.1. CONTROLLING) LOADS (E:AVE FORCES) FOR DESIGN (KIP) ------------------------------------- ROOF BRACING :1..10 SIDEWALT_ BRACING &BACK) WIND = (FRONT) ENDWALL "AC I I G ( i -I _F T ) WIND = ( RIGHT ) y V� 0.67 WIND - :1..10 SEISMIC w 0.61 WIND = 1.10 SEISMIC = 0.67 WIND = 1.1.0 SEISMIC SMIC =• 0.67 WIND = 0.69 SEISMIC = 0.15 WIND = 0.69 SEISMIC -.. 0.15 . >K � � YF �K>X sX �X �K � :X � � �X �X >X }X �k:X>X 7K �X>X>X sic �pc Jc •lac %X>X:X>X � �X>Ec 5pc >X >X>K >X>X?K>X>X �X>X %X>X>X>X>X �>X>X %K �X>X>X>X >X >X >X yX >X �X>X>X � �k>X vc >;c �Ic �Ic �X>X �c >X X --------- RIGHT ENDWALL.: COL SPACES (FT) = 4.0 1.6.0 4.0 SUM OF OPENINGS= 16.0 FT ROOF PURLINS.. BY --PASS END BAY SIZE=6.5Z16 INT BAY SIZE=6.5Z16 LAP= 0.9 F T „ SPACING= 3.7 FT EAVE STRUT...: SC16 ROOF BAYS ....: 2016.01 JOB: G10439 PAGE : ,L1 �X ESTIMATE/DESIGN/DRAFTING SYSTEM �pc �K NO. OF VERSION -4T 28—NOV-94 �k FRONT S.W....: TOTAL NO. OF DAYS — 2 SUNWARD CORI=' . 15:14:00 BAYS AVAIL.. FOR BRACING== ENDWALL BRACING REQUIRED: N BRACING DESIGN REP'OR'T LEFT E.W....: TOTAL_ NO. OF DAYS = 2 INPUT ECHO: NO. OF BAYS AVAIL. FOR BRACING= R JOB ID: 51.0439 NO. OF BAYS -- 3 NO. OF BUIL..DING SHAPE.: LOADS --- > - DEAD== 2.2 PSF'., LIVES'- 20.0 PSF4 SEISMIC WIDTM..:. =• 24.0 FT LENGTH ..... = 33.0 FT LT. EAVE = .10.0 FT RT. EAVE ... - 10.0 F'T' PE=AK RISE= 2.0 FT PEAK OFFSET= 12.0 FT FROM LEFT 1.0.:9 --15.43 --15..43 NO. OF DIFFERENT ENDWALLS= R 10.29 ••-15.4.3 -••1.5.43 --6.43 LEFT ENDWAL.L.: COL. SPACES (FT)- 12.0 12.0 WINDWARD END= 16.71., SUM OF OPENINGS= 0.0 FT RIGHT ENDWALL.: COL SPACES (FT) = 4.0 1.6.0 4.0 SUM OF OPENINGS= 16.0 FT ROOF PURLINS.. BY --PASS END BAY SIZE=6.5Z16 INT BAY SIZE=6.5Z16 LAP= 0.9 F T „ SPACING= 3.7 FT EAVE STRUT...: SC16 ROOF BAYS ....: 2016.01 LT EXTEN= 0.00„ RT EXTEN== 0.00 BACK S.W.... e TOTAL NO. OF -BAYS - 2 NO. OF DAYS AVAIL. FOR BRACING= 2 FRONT S.W....: TOTAL NO. OF DAYS — 2 NO. OF BAYS AVAIL.. FOR BRACING== ENDWALL BRACING REQUIRED: N LEFT E.W....: TOTAL_ NO. OF DAYS = 2 NO. OF BAYS AVAIL. FOR BRACING= R RIGHT E . W .... TOTAL_ NO. OF BAYS -- 3 NO. OF BAYS AVAIL. FOR BRACING== ? LOADS --- > - DEAD== 2.2 PSF'., LIVES'- 20.0 PSF4 SEISMIC CODE== 3 WIND LOADS:(PSF) IN PLANE OF ENDWALL..: WINDWARD LEEWARD SIDE ROOF ROOF SIDE - FROM LEFT 1.0.:9 --15.43 --15..43 --6.4;:i FROM -RIGHT 10.29 ••-15.4.3 -••1.5.43 --6.43 WIND ON ENDWAL..L.. INTO ROOF AND SIDE::WAL..L.I (PSF) WINDWARD END= 16.71., ROOF=•• -15.43„ LEEWARD ENDS= 0.00 k- 15 >c 15>e 1Z�(x,Z 2.17 . (•o. 9 3 � S,a..� � �/pow - D, S� IL �X JOB s G10439 PAGE: 3 2 >Ic ESTIMATE/DESIGN/DRAFTING SYSTEM �pc VERSION• -4T 28--NOV-94 kc YR SUNWARD CORP . 15:14:0:1. �K %X>X����R*>X XoK>X�K>X>X A�>X>X>X>X>X>X�K�X:X%X 7X>X�X>X>X>X>X>X%X�X>XyK7X>X�K>X%X>X>X>X %X h<}X%X>X>X Y�c>X>K %X%X>X �X>X>X%X�kak�X>X>X>X>X>X>Ic�pc>Xk�>XyF�c>X �pc WIND BRACING DESIGN REPORT FORCES ON ENDWAL..L. COLUMNS: (LEFT E.W. SPACING CONTROLS) �X%X ---------------------------- COLUMN NO. = 0 1. 2 FORCE (KIP)= 0.:53 1..15 0.53 ROOFBRACING: (L..EFT E.W. SPACING CONTROLS) �X�X DIAGONAL.. CABLES: DIA=5/16" BAY N0= 2 (BACK SIDE) MAX. CABLE TENSION (KIP) = 0.7:1. BAY CABLE: TEN. (Kip) 2 0.7]. L� 0.71. F Q: BACK SIDE, F: FRONT SIDE=) EEAVE STRUT: DIA OF 2 CONN. BOLTS=1./2'' DAY NO= 2 ABACK SIDE) ALLOWABLE TENSION ( KIP)= 5.60 MAX. SAVE FORCE ( KIP) = 1..:1.0 (EA. . DAY) ALLOW. . FORCE. ( KIP) = 18.63* (*: Eave strut is assumed to be fully braced in X and Y directions) WALL- EAVE:- FORCE (KIP) (EA. DAY) BACK 1.10 FRONT 1.10 PURLIN CAPACITY CHECK NO ACTUAL_p ALLOW_P ACTUAL_M ALLOW_M UNITY BAY _LOAD PURLIN (KIP) (KIP) (IN• -K) (IN__K) CHECK :1. DL+L_L+WL./2 1 0.58 14.66 -:1.7.88 53.92 0.36 1 DL+WL 1 1.15 14.66 16.63 .53.92 0.37 •2 DL+LL+WL_/2 1. 0.29 14.66 -17.54 53.92 0.35 2 DL+WL 1 0.58 14.66 1.6.63 53.92 0.34 IGS >1:DEWALL BRACING: �K�X 1•�� WALL_ DIA. TEM (K) ALW (K) WAL..L.. {AY 1,10 BACK -5/16" 1.29 5.60 1 2 ALL, k 67k FRONT 5/14"1..29 5.60�:L 1. �4�. I_NDWALL BRACING: LEFT E.W. BRACING: >X>X LATERAL_ LOAD CARRIED BY PANEL SHEAR OF RIGHT E.W. BRACING: ** LATERAL LOAD CARRIED BY PANEL SWEAR OF:. (** : GOVERNING CASE) 2S.7 LB/FT ALLOWABLE=100. LB/FT 86.2 LB/FT AL..L OWAIF.'I_.E= 1.00. LB/FT JOB n G 10439 PAGE ESTIMATE/DESIGN/DRAFTING SYSTEM Y,c >K VERSION --4T 28—NOV-94 * SUNWARD CORP. 15:14:02 * SEISMIC BRACING DESIGN REPORT - FORCES ON ENDWAL-L COLUMNS w (LEFT E.W. SPACING CONTROLS) COLUMN NO. = 0 1. FORCE (K.IP) = 0.33 0.67 0.33 ROOF BRACING: (LEFT E.W. SPACING CONTROLS). -------------- DIAGONAL- CABLES: DIA=5/16" BAY NO- 2 (BACK SIDE) MAX. CABL..E:. TENSION (KIP) = 0.4:1 LAY CABLE TEN. (KIP) 0.41 B 0.41. F (Bg BACK SIDE, Fa FRONT SIDE) EAVE STRUT: DIA OF 2 CONN. BOLTS==1/2 " BAY N0- 2 ( BACK SIDE) ALLOWABLE=. TENSION (KIP)= 5.60 MAX. EAVE FORCE (KIP) = 0.67 (EA. BAY) ALLOW. FORCE (KIP) - 18.63* (*: Eave strut is assumed to be •fully braced in X and Y directions) WAI...L EAVE FORCE ( KIP) (EA. BAY) BACK 0.67 FRONT 0.67 SIDEWALL BRACING: WALL DIA. TEN(K) ALW(K) WALL BAY 1,10 BACK 5/1.6" 0.78 5.60 1 2 FRONT 5/16" 0.78 5.60 1 1 ENDWAL.L BRACING: I...EFT E.W. BRACING: LATERAL LOAD CARRIED BY PANEL SHEAF: OF RIGHT E.W. BRACING: LATERAL LOAI) CARRIED BY PANEL_ SHEAR OF (* „ GOVERNING CASE) 6.2 LD/FT ALLOWABLE=100. LB/FT 18.5 LB/FT ALLOWABL-E--=100. LB/FT aKaKaKaKX�>kaX�CaKaKak�KaKakakX�akaKaKN�aKXvkakakaXaKX�akaXaXaXaKak�Cakakakk��aKaKalc�C�kakX�aK�CaXaXaKaKakaX�akaKaK�CakakaKaK�ak**X�aK�aK�CaKX�aKakaK aX TOB: 610439 01. PAGE: L-1 aX ESTIMATE./DESIGN/DRAFTING SYSTEM aX aX VERSION --4T 2£3-NOV-94 aX SUNWARD CORP 15:18:33 a1c kc ak aX aic aX aX alt aX >X aX aOaX aX � aX aX aX alc aK aK >k aK aK aX aX aX aK aX aK :4c aX aX >X aK � alc aX of c aX aK �C apoX aEc aEc aX aK a0c aX aK a6c aX aK aK �C aEc a6c aX aK Y,c aX aX aX a7ak aX ?X aX � aX ak aX aK aX ak Sic alt alc F R A M EE G E O M E T R Y D A T A FRAME TYPE .... :RF (Symmetrical) WIDTH....„.... 24.00 FT. BAY SPACING... 16.50 FT. LEFT EAVE HEIGHT....: 10.0000 FT. RIGHT EAVE HEIGHT_!: 10.0000 FT.. LEFT RO01= SLOPE .....: 2.0000 IN/FT. RIGHT ROOF SLOPE.... g 2.0000 IN/FT. PEAK DIST. FROM LEFT 12.0000 FT. RIGHT COL. BASE DISP: 0.0000 FT. USED AT FRAME LINES : 2 --------------------------------------------------------------------------------- GIRT AND 1--'URLIN DATA ----- >. LEFT SIDE RIGHT SIDE GIRT PROTECTION (IN) ---------------- :: 6.500 6.500. GIRT SPACINGS (FT) ------------------ >: 0.01.OBL' 0.010BL 5.000 5:000 PURL_IN PROJECTION (IN) ------------- . . 6.500 6.500 1••ORI7_ONTAL PURL.IN SPACINGS (FT) ---- . : 3@ 3.724 3@ 3.724 10 O.829 1@ 0.£329 FLANGE BRACING AT PURLIN LOCATIONS: LEFT SIDE: IBL 3BL RIGHT SIDE: IBL- 381._ NOTEg FOLLOWING ARE NOMENCLATURE USED TO INDICATE PURL_IN/ GIRT BRACING. S =ONE SIDE FB B =BOTH SIDE FB I._ =1.5 X 1.5 X 11Gage Angle H =2.5 X 2.5 X 3/1.6 Angle' G ==BRACED BY GIRT * =INADEQUATE FB ----------------------- MISC. DESIGN DATA-. ------------------ --------- NUMBER OF CYCLES,...: 6 MAX. BENDING RATIO..: 0.60 MAX. SHEAR RATIO.....: O.30 HOR7_. DEFL. RATIO...: 120 VERT. DEFL. RATIO...: 634 VERTICAL CLEARANCE AT LEFT KNEE= 8.87 FT VERTICAL CLEARANCE AT RIGHT KNEE= 8.87 FT 1-IORIZONTAI... CLEARANCE. AT KNEE .... = 21.42 FT VERTICAL CLEARANCE AT PEAK ...... = 10.66 FT FRAME WEIGHT SUMMARY: RAFTERS 221.73 LBS. EXTERIOR COLUMNS; ...: 180.90 LBS. (L= 90.45 , R- 90.45) INTERIOR COLUMNS.....: 0.00 LBS. TOTAL FRAME.......... FLANGE BRACES.......... CONNECTION PLATES ... C:ONNECTI0N BOL..TS.. ,:. s GRAND TOTAL. 402.64 LBS. .38.78 LBS. £37.50 LBS,. 13.92 LBS. 542.84 LBS, . ��K7k�k�>K>KSK�K�K��>k1k�ky���K�K�Ic�K�X�Ic�K�k>��k��X>K�K�K�K�1c�ic3k�k��K�k��K��K�K�K��K�7loK�k�>K�K�k7k�k�>K�YK�K�K�k%I����K�Pc�k�K�k>K�K��k)k JOB: G10439 01. PAGE:(, 2 �c �K ESTIMATE/DE SIGN/DRAFTING SYSTEM (FT) . (FT) (KgKF, K/F) �Ic * VERSION -4T 28—NOV-94 0..00 10.00 0.69 SUNWARD CORI=' . 15:18:34 >K �K>K�K �K�I:Y+c7K>K�K%K�KY,c>K%KAti�K�KkCNC>K )K �KX<�K�K>K%K>K>K%KAY%IC�UK�k%KkC�k�K�IC)K�K�K��K�KY,t>K�X �K7K�K�K�K�iUK�K};c)K�KYRYic)K�K�'�SK>kY�C )KX<�Ec�c '1,C �c)k>k �k�K F R A M E L 0 A D I N G D A T A SPECIAL LOAD APPLICATION: ---------------------------- BUILDINGTODE :1991 UBC 'USE CATEGORY..: 1. .MEI*BER SPECIAL LOAD DIRE:C— LIVE VE LOAD .....: 1.6.00 PSF WIND LOAD .....: 20.74 PSF 0 1.:1..00 f DEAD LOAD .....: 2.20 PSF COLL . LOAD .... a 0.00 PSF START MOTE Ati*: ROOF UNIFORM L..OADS MULTIPLIED BY 1.25 DUE TO TWO BAY CONDITION. OPEN WALT... CONDITION.: PARTIALLY ENCLOSED EXPOSURE ............ : B SEISMIC ZONE ........ 3. WIND VELOCITY.......: 90.00 MPH APPLIED STEP WIND LOADS: (COEF.= Cl) FROM 0.00' TO 15.00' ---> 12 a 86 P SI - WIND COEFFICIENTS: -------------------- WIND FROM LEFT (WLL ): C1= 0.8000 C2= —1..2000 C3= —1..2000 C4= —0.5000 WIND FROM RIGHT (WLR ): C1= 0.8000 C2= —1.2000 C3= —1.2000 C4= —0.5000 SPECIAL. LOAD DATA INPUT ECHO: X --CORD Y—CORD MAG111:TUDE: LENGTH TYPE. DIRECTION CASE: (FT) . (FT) (KgKF, K/F) (FT) 0..00 10.00 0.69 0.00 2 H WL..L. 24.00 10,00 —0.69 0.00 2 H WLR SPECIAL LOAD APPLICATION: ---------------------------- .MEI*BER SPECIAL LOAD DIRE:C— MAGNITUDE LOCATIONS FROM NAME LOAD TYPE TION (K„ KF) START IND BL. WL.L CONC H 0.6900 10.0000 0.0000 BR WLR CONC H —0.6900 10.0000 0.0000 LOAD COMBINATIONS: .COMB ## 1. -- 1..00 X (DL+ LL) COMB It 2—•-.% 1 .00 X (DL+ WLL ) COMB It 3- --:: 1..00 X (DL+ SEK) COMB ## 4----: • 1.00 X (DL+ SI _ I R ) >X>K>K7K>K�K�K��C�C�K�K%Xxk����X�K�K�K>K�Ky<�K��IC7k�C%k%K>X�y�>X�K�JC�C�k�k�k�K>X�k>k>X�y�>kAk>KyC>X�K7K>K�KX<��K�K�K>X%K�KAk�C�X�K�K�K�k�iC�K�k�KX��k * .SOB w G10439 01 1='AGII � ,3 >X >X ESTIMATE/DESIGN/DRAFTING SYSTEM �pc VERSION -4T 28—NOV-94 �k X� SUNWARD CORP . 15::1.8:34 �pc >X>X�X>X?X �k�K�lc�C>X>Xak�c>X>X5X>X'�X7k�k%K>X ��lt3X>X>K>X>K%X>X1K>X�K��X>X�>X J�>X:1CaK�pS�fc>X>X%Khk �K �X>X>X>X>X hk>X��:X��k>K>X>kyR>X>X>X:X>XyX�K>X>Oc>Ec>X�X D E S I G N- S U N M A R Y MAOOR DEPTHS AND LOCATIONS:. NS:. (DEPTHS ARE. IN INCHES.) ---------- ---------- ! '—____—_..___..--___ ---------- 1 COL BASE ; COL KNEERAF KNEE PEAK ; ._..... _-_. __-_-__--_ 1 ----- -_..---------- � ---------- ------------ LEFT � ____---..----- LEFT SIDE ----- ; b. - .3 8.63 9.00 9.00 ; RIGHT SIDE -- --> ; 8.63 8.63 9.00 ; _----- ___------'-------____--_' ___— __------- -'-----------' FINCH LOCATIONS AND DEPTHSs (DIST. ARE MEASURED FROM STEEL LINE) DIST. DEPTH DIST. DEPTH DIST. DEPTH DIST. DEPTH ; (FT.) (IN.) (FT.) (IN.) (FT.) (IN.) (FT.) (IN.) ' ------ ---'-------_—' __------- '-------__--'-----_--'-------- LEFT--::> STRAIGHT.RAFTER (NO FINCHES) —__—_--.--'---_----_ -- _-------'-----_--, RIGHT— STRAIGHT RAFTER (NO FINCHES) RAFTER SPLICE LOCATIONS: (DIST. ARE MEASURED .FROM STEEL LINE) ----------------- '-----•----- '----------- '------------- '------------ '----------- ' ------2--- '--------•— '---------- ' DIST. DIST. DIST. DIST. DIST. DIST. DIST. DIST. (FT.) (FT.) (FT.) (FT.) (FT.) (FT.) (FT.) (FT.) LEFT--> 12.00 �iCyc�C>k�>X�A1opc�K�>X>K��>K�X�X�X>KAS%i��k�k���X���yK�XAk%i���X�%�K>K�K�KA'��k�>KyF>XAti�k�k�%K%i��>X%K�K�K��KAk�ic�C>X>K�K>K�K>X�k��XAK�c>X�K�7c�c JOIN 010439 "1 PAGE :AL 4 �K ESTIMATE/DESIbN/DRAFTING SYSTEM �c VERSION -4T 28--NOV--94 SUNWARD CORP. 15:18:36 >k D E S I G N S U M M A R Y SECTION LENGTH -DEPTHS (IN)-- OUTER FLANGE WEB' INNER FLANGE NAME (FT) START END (IN) (IN) (IN) LEFT SIDE CORNER WELT THICKNESS=0.1790 EXT. COLUMN --- ---------.._ _IiL1A 8.87 8.63 8.63 5.0000 X0.1875 0.1120 5.0000 X0.1875 <<<<<< KNEE CONNECTION AT THE END OF THIS SECTION =>X.: - RAFTER BEAM --- :- LP1A 5.00 9.00 9.00 1_1=' i B 5.99 9.00 9.00 ...... PEAK EXT. COLUMN --- ::- BRIA 8.87 8.63 8.63 ...... KNEE RAFTER BEAM --- ::> 5.0000 X0.1875 0.1120 5.0000 X0.1875 5.0000 X0.1875 0.1120 5.0000 X0.1875 CONNECTION AT THE END OF.THIS SECTION .::>::F•> -------------------------------------- RIGHT SIDE CORNER WEB THICKNESS=0.1790 5.0000 XO.1875 0.1120 5.0000 X0.1875 CONNECTION AT THE END OF 'THIS SECTION =>>> RP1A 5.00 9.00 9.00 5.0000 X0.1875 0.1120 510000 X0.1875 RPIB 5.99 9.00 9.00 5.0000 X0.1875 0.1120 5.0000 X0.1875 .....•': PEAK CONNECTION AT THE END OF THIS SECTION =>X.-.- ------------------- > . F FAME: GEOMETRY: LEFT T El+= 10.000 1= T . LEFT RS: 2.000/12 RIGHT EH= 10.000 FT. RIGHT RS: 2.000/12 DISTANCE TO PEAK FROM LEFT SIDE: 12.000 FT. I._ ........ ___________-___F.__-____-_._______F� 1 , 1 , 1 24.0 ' 1 1 1 1 1 Ii Ii FRAME LINES (010439 01 ): 2 * JOB: G10439 01 PAGE:( 5 ** ' * ESTIMATE/DESIGN/DRAFTING SYSTEM ** ' VERSION -4T 28-NO\/-94*� * SUNWARD CORP. 15:18:37 * D E S I ============================== G N S U M M A R Y (CONTINUED) =============================================================================== --- FORCES --- * --- ALLOWABLES ---- * STRESS RATIOS *COMBINED SECTION BENDING* -- BENDING -- * --BENDING--*BENDING+AXIAL NAME AXIAL.. MOMENT* AXIAL OUTER INNER *AXIAL OUTER INNER*RATIO LOAD DIST. _ ----_--------------_-_---------_---____-_-__-_---_-___--___--_---____--_------- (KIPS) (K -FT)* (KSI) (KSI) (KSI) * * CASE (|T) BL1A 4.09 17.87 40.00 40.00 40.00 * 0.04. 0.57 0.57* 0.60 2 8.87 'LP1A 1.06 17.78 * 40.00 40.10 40.10 * 0.01 0.54 0.54* 0.55 2 0.00 LP1B -1.31 9.53 * 22.56 30.00 30.00 * 0.02 0.39 0.37* O.40 1 g.?9 BR1A -4.63 -11.23 * 22.02 30.00 26.93 * 0.05 0.42 0.53* 0.59 1 8,0 RP1A -1.93 -10.57 * 23.09 30.07 30.07 * 0.02 0.40 0.43* 0.45 1 O.00 RP1B ------------------------------------------------ -1.31 9.53 * 22.56 30.00 30.00 * 0.02 7 --------------------���������� 0.39 0.37* 0.40 1 9.99 ================================================ SHEAR SHEAR SHEAR LOAD SECTION FORCES ALLOWABLE STRESS CASE DIST. NAME (NIPS) (KIPS) RATIO (FT) ' BL-lA 2.77 2.77 17.97 0.15 2 0.00 LP1A 3.88 12.98 0.30 1 0.00 LP1B 2.01 12.98 0.15 1 5.00 BR1A 1.27 13.48 0.09 1 2.66 RP1A -3.88 1208 0.30 1 0.00 RP1B -2.01 12.98 0115 1 5.00 * JOB: G10439 #1 PAGE: L,6 * * ESTIMATE/DESIGN/DRAFTING SYSTEM * * VERSION -4T 28-NOV-94 X: � SUNWARD CORP. 15:18:37 � SECTION ===================================== PROPERTIES ' MINOR MEMBER MEMBER WEB AREA MOMENT SECTION MODULUS RADIUS OF GYRATION SECTION CORD DEPTH OF ----------------- ----------------------- NAME 'POINT & INERTIA OUTER INNER RX RY RTO RTI ------------_---------------------------__------_------------__-----__-----_--- # (FT) (IN) (|N-2) (IN -4) (IN -3) (IN -3) (IN) (IN) (IN) (IN) _BL1A 1 0.00 8.63 2.84 42.40 9.42 9.42 3.86 1.17 1.33 1.33 BL1A 2 0.89 8.63 2.84 42.40 9.42 9.42 3.86 1.17 1.33 1.33 BL1A 3 2.66 8.63 2.84 42.41 9.42 9.42 3.86 1.17 1.33 1.33 BL1A 4 4.44 8.63 2.84 42.42 9.42 9.42 3.86 1.17 1.33 1.33 BL1A 5 6.21 8.63 2.84 42.43 9.43. 9.43 3.86 1.17 1.33 1.33 BL1A .6 7.99. 8.63 2.84 42.44 9.43 9.43 3.86 1.17 1.33 1.33 BL1A 7 8.87 8.63 2.84 42.45 9.43 9.43 3.87 1.17 1.33 1.33 LP1A 1 0.00 9.00 2.88 46.38 9.89 9.89 4.01 1.16 1.33 1.33 LP1A 2 0.83 9.00 2,88 46.38 9.89 9.89 4.01 1.16 1.33 1.33 LP1A 3 2.50 9.00 2.88 46.38 9.89 9.89 4.01 1.16 1.33 1.33 LP1A 4 4.17 9.00 2.88 46.38 9.89 9.89 4.01 1.16 1.33 1.33 LP1A 5 5.00 9.00 2.88 46.38 9.89 9.89 4.01 1.16 1.33 1.33 LP1B 1 5.00 1.00 2.88 46.38 9.89 9.89 4.01 1.16 1.33 1.3W LP1B 2 6.00 9.00 2.88 46.38 9.89 9.89 4.01 1.16 1.33 1.33 LP1B 3 7.99 9.00 2.88 46.38 9.89 9.89 4.01 1.16 1.33 1.33 LP1B 4 9.99 9.00 2.88 46.38 9.89 9.89 4.01 1.16 1.33 1.33 LP1B ------------ 5 10.99 --------------- 9,00 2.88 ---------------------------------------------------- 46.38 9.89 9.89 4.01 1.16 1.33 1.33 %KX<xt�K>X���Yd�K��c�pc�X%Kkc�X�kYF�>K>X��X���>K�'���.lti�K��X�K�;c�K�>X�X<YF�XsX�X�K�XYK>KXtYtY,cY,t�>XY,c�1cYRyc�>X�XcsX�k�XXt�cY,t>X�pc�6c�c�X�lc�pc>X >!c JOB: G10439 01 PAGE e "L.7 >X �K ESTIMATE/DESIGN/DRAFTING SYSTEM �1c * VERSION -4T 28—NOV-94 �k �K SUNWARD CORP. 15:18:38 >K �Y��X�X�X�K�EcY�:X�k%6csX>XIX:•XY��X>Oc�k�C�X�X�IcXC:��K�K>X�k�X�X�K�K�X�K���X�C>X>X�K�k�k�#>X�K�k�X�X%X�K�X�Ic�ICCK%X�X�k:X>Sc�C�K:XY�Y�Ac%K�K�K�X�K�K�K�k>6aK�K I) E F L E C T I O N S AND C L— E A R A N C E S --------_ -- HORIZONTAL. ---------- > VERTICAL. LOADING LEFT EIGHT AT CONDITION KNEE KNEE PEAK (IN) (IN) (IN) DL •-0.01 (EHV9999) 0.01 (EH/9999) --0.07 (SPAN/3e45) LL --0.07 (EH/168.) 0.07 (EH/1680) —0.45 (SPAN/ 644) WLI— 1.00 (EH/ 120) 0.85 (EH/ 141) 0.45 (SPAN/ 634) WLR —0.85 (EH/ 14:1.) —1.00 (EH/ 120) 0.45 (SPAN/ 6.34) SEIL 0.09 (EH/ 1.315) 0.09 (EH/ 1315) 0.00 ( SPAN/ 0 ) SEIR --0.09 .(EH/1315) --0.09 (EH/1315) ---------------- 0.00 (SPAN/- O ) VERTICAL CLEARANCE AT LEFT KNEE 8.87 FT VERTICAL CLEARANCE AT RIGHT KNEE - 8.87 FT HORIZONTAL CLEARANCE AT KNEE — 21.42 FT VERTICAL CLEARANCE AT PEAK = 10.66 FT x< JOB: G10439 01 PAGES (,8 >k ESTIMATE/DESIGN/DRAFTING SYSTEM yjc VERSION -4T 28•—NOV—•94 k� �c SUNWARD CORP. 15:18:39 >{c F R A M E R E A C T I O N S LEFT I=I+i 10.000 FT. LEFT RS: 2.000/12 RIGHT EH= 1.0.000 FT. RIGHT RS: 2.000/12 DISTANCE TO PEAK FROM LEFT SIDE: 12.000 FT. 24.0 ' HR _.._._>B r� :::.._....-- , VL VI; FRAME LINES (G10439 01 ): 2 BUILDING ; COLUMN REACTIONS (KIPS) ; LOADS;------------------------------------ F FIL. ; VL ; FIR ; VR ; Dl.. ; 0.18; 0.76; 0.1.8; 0.76; LL— ; 1.08: 3.96: 1.0£3 ; 3.961 WL..L ; —2.95: —4.75: 0.50 ; --2.89: WLR 0.50: --2.88 ; —2.95: --4.75 ; SE.IL ; —0.13: —0.1.0; 0.1.3; 0.10; SE I I; ; O. 13 ;Aip -0.13; •-0.1.0;COI*IB #t 1 ; 1.2`l; 1.27; 4. ; COMB 0 2 ; -2.77; 0.68; -2.12; NOTE: Load combinations listed are not complete for foundation design. It may control by doing additional combinations other than listed. LOAD COMBINATIONS: COMB it 1 --: 1.00 X (DI_+ I._I_) _ COMB $$ 2----:::. 1.00 X ( DLA• WL_L ) BASE PLATE SUMMARY: L.COL: 5.00X 9.00X3/8" ( 2)3/4" R.COL_:'5.00X 9.00X:a/8" . ( 20/4" NOTES: 1.. The positive directions for the frame column reactions are c Horizontal - inward direction to the building. Vertical. -'upward direction. 2. Forces on foundation will act in the opposite direction to the direction of the column reactions. �K%K%k��K�k�K�c�IC�K�K��K�K�k�X�K�K�K�K�X�k�K�K�CkC�1c��K�C��K�X�fC�K�K�K��K�K�K>KIK*�>KSK�X�X�X�k�K�K�St�KA�>K>K�C�K�K�K��Ic�IC��k�IC�k�k���K��K>K�K�K JOB: G10439 01 PAGE: >K ESTIMATE/DESIGN/DRAFTING SYSTEM iIc VERSION -4T 28—NOV-94 * SUNWARD CORP. 15:18:41 * EXTERIOR COLUMN CONNECTION: :••-------- BASE PLATE ---------- > <---•----ANCHOR BOLTS---------- WIDTH LENGTH THICK WELD NO.. DIA.. TYPE GAGE SPACE (:IN) (IN) (IN)/ (IN) (IN) (IN) LEFT COLUMN--•• 5.00 9.00 0.3750 STD 2 d 0.75 J STD 3.0 RIGHT COLUMN--> 5.00 9.00 0.3750 STD 2 0.75 STD 3.0 UH—FTKNEECONNECTION- — . BOLT DI = 0.7500 IN . BOLT GAGE= 3.00 IN. WIDTH LENGTH THICK NO. OF SET _A X325 BOL S (Ila) (Ila) (IN) T Bo -•ter; CONNECTION PL 5.000 15.31.4 0.5000 2 2 O COL. TOP FLANGE 5.000 0.1875 HORZ. STIFFENER 2.444 8.505 0.1875 KNIIIr WEB PLATE 0.1790 NO. OF BOLTS PER SET AND SPACINGS FROM OUTER TO INNER END: NO. BOLTS 2 2 2 2 0 SPACING 1.500 3.000 6.314 3.000 1.500 RIGHT KNEE CONNECTION --- -. . BOLT DIA— Q675500 IN. BOLT GAGE= 3.00 Ila. ...._..-:..-__--._.._...._.�._._._.._-=='WIDi'I-i LENGTH "('I -TICK NO. OF SET OFl.--3�25 BOLTS (IN) (IN) ( Ila) TOF' BOTT71"1 = 1 CONNECTION PL 5.000 15.314 0.5000 2 2 0 COL. TOP FLANGE 5.000 0.1875 I. ORZ. STIFFENER 2.444 8.505 0.1875 KNEE WEB PLATE 0.1790 NO.. OF BOLTS PER SET AND SPACINGS FROM OUTER TO INNER END: NO. BOLTS 2 2 2 2 0 SPACING 1.500 3.000 6.314 3.000 1.500 * JOB: G10439 01 PAGE:L10 * * ESTIMATE/DESIGN/DRAFTING SYSTEM *� * VERSION -4T 28-NOV-94 * * SUNWARD CORP. 15:18:42 * PEAK CONNECTION AT 12.00 FT, FROM LEFT STEEL LINE: =============------------------ =--- BOLT BOLT DIA00.7500 rN. BOLT GAGE3.0000 IN. LENGTH THICK (IN) (IN) (IN) TOP BOTTOM SPACER CONNECTION PL 5.000 15.314 0.5000 2 0 NO. OF BOLTS/SET AND SPACINGS -FROM OUTER TO END --- Q. BOLTS 2 2 2 2 0 SPACING. 1.500 31000 6.314 3.000 1.500 pamee 90 J& PITTSBURGH TESTING LABORATORY t /f..0 /r,0 lose SASO UNE 4VE,4UE NORTH. SAcxscmviLLE. FLORl04 =:QS •• • rY1V •� .461/CT41. fel Cutrf.. 1rt ow -%-a .r0 OV ../L•/I. �� .V1.1t ..t swe.. 1t0 .• Tut 40.040"ff.` •.O♦fA►T s/ CLI tLf/. ./• W1r O.I{.fN• 300 W/►IC.tft✓r o• ,1�1tr f/./.. C.•C\V .IO•. O. Ct1..GT. ♦.t. tr .4•.•11.0 OV0 tC/410/4 10 .Y/••/O ♦N.i1-0 W0 �.11T U. .V.•O•.•. AAEA CODE 19041 73.'.•4300 F �a-LOCA Cac. No. -2ec ASi:{-A+TS- Size e:730Li Size MIN. AS5ZX'3LY 3reaking Strength (?ounds) ' FWC 250 3A 2/41• I/Ve 61650 FWC 312 3A _ 5/16" 5/81/ II, 200 FWC 373 3A 3/81' S/8" iS.400 FWC 437 3A IC 500 3A 1/ZI• 7/81• 26,900 Sescs Jere coaducced usiag the Fla -Loc Sc:and Gcips, Tmr 5 sc:aad and --VC eyebolts as sec torch is che.above eabLe with all Bested assemblies pcovidiag ae least 100Z of Che strand raced bceakiag load per ► -A4T5. pQ tf(c.��f �,Qo Certified PITTSBURGH T -STIYG ' LA30RAT04 : No. Z 6 7 T 3 Charles L. Moor_, � STx1E Of �� �c�slr;tama N6��i eF'I:C guacaacees char. all cross brace asse=blies fabcicaced is accocdaace •rich the above cable will aeec or exceed the specified miai-tra assembly bceaklag screa=ch. MAXIMUM ALLOWABLE UNIFORM LOADS IN PSF (HI -RIB PANEL) SPAN CONDITION GAGE 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" SIMPLE SPAN 29 48 64 35* 47* 26* 34 19* 26* - - - - - - - - - - 91 72 58 48 41 35 30 26 - 53 38* 28* 21* - - - - - 28 71 51* 37 28* - - - - - 102 81 65 54 45 39 33 29 26 66* 47* 34* 26* 20* - - - - 26 88* 62* 45 34* 26* - - - - 139 110 89 73 62 53 45 40 35 88* 62* 45* 34* 26* 21* - - - 24 118* 83* 60 45* 35* - - - - 209 166 134 111 93 79 68 60 52 TWO SPANS 29 68 91 54 72 44 58 36 48 30 41 26 35 22 30 - 24* - - 64 50 41 34 28 - - - - 77 61 49 41 34 29 24* 20* - 28 102 81 65 54 45 39 32* 26* - 71 1 56 45 37 31 27 - - - 104 82 67 55 46 37* 30* 24* 20* 26 139 110 89 73 62 50* 40* 32* 27* 93 74 60 49 41 35 30 27 - 157 124 101 82* 63* 50* 40* 32* 27* 24 209 166 134 109* 84* 66* 53* 43* 35* 125 99 80 66 56 47 41 36 31 THREE OR MORE SPANS 29- 78 103 75 61 82 59 50 66 4$ 39* 52* 39 30* 40* 33 23* 31* 28- 19* 25* - - - - 86 68 55 42* 32* 25* 20* - - 28 114 90 73 56* 43* 34* 27* - - 82 65 53 44 37 31 27 - - 113 90 68* 51* 39* 31* 25* 20* - 26 151 119 91* 68* 53* 41* 33* 27* - 109 86 70 58 48 41 36 31 27 152 120 91* 68* 52* 41* 33* 27* 22* 24 202 160 121* 91* 70* 55* 44* 36* 29* 146 115 93 77 65 55 48 41 36 1. TOP VALUES ARE BASED ON LIVE LOADS. MIDDLE VALUES ARE BASED ON WIND. BOTTOM VALUES ARE BASED ON WIND UPLIFT. 2. ABOVE LOADS ARE LIMITED BY AND MEET OR EXCEED DEFLECTION RATIO OF L/180 OF SPAN. 3. ALLOWABLE LOADS FOR WIND HAVE BEEN INCREASED BY 33 PERCENT. 4. VALUES FOR 3 OR MORE SPANS ARE CALCULATED USING 4 SPAN CONDITION. 5. THESE LOAD CAPACITIES ARE FOR THE PANEL ITSELF. FRAMES, PURLINS, CLIPS, FASTENERS, AND ALL SUPPORTS MUST BE DESIGNED TO RESIST ALL LOADS IMPOSED BY THE PANEL. 6. FOR FULL PANEL CAPACITY (ESPECIALLY ON SHORT SPANS), BEARING MUST BE CHECKED USING ACTUAL LOADS AND BEARING LENGTHS. 7. * INDICATES LOAD CONTROLLED BY DEFLECTION LIMITATION OF L/180 OF SPAN. MAXIMUM ALLOWABLE UNIFORM SPANS IN PSF (HI -RIB PANEL) SPAN CONDITION GAGE 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf SIMPLE SPAN 29 5.4 * 6.0* 5.0* 5.6 * 4.7 * 5.2 * 4.5 * 5.0 * 4.3 * 4.7 * 4.1 4.6 * 3.9 4.4 8.5 7.6 7.0 6.5 6.0 5.7 5.4 5.6 * 5.2 * 4.9 * 4.6 * 4.4 * 4.3 * 4.1 28 6.1 * 5.7* 5.4* 5.1 * 4.9* 4.7* 4.5* 9.1 8.1 7.4 6:8 6.4 6.0 5.7 6.0* 5.5 * 5.2 * 5.0 * 4.7 * 4.6 * 4.4 �k 26 6.6 * 6.1 * 5.7 * 5.5 * 5.2 * 5.0* 4.8* 10.5 9.4 8.6 8.0 7.5 7.0 6.7 6.6 * 6.1 * 5.7 * 5.4 * 5.2 * 5.0* 4.8 * 24 7.2 * 6.7 * 6.3 * 6.0* 5.7 * 5.5 * 5.3 * 12.9 11.6 10.6 9.8 9.2 8.6 8.2 TWO SPANS 29 .7.3 * 8.0* 6.6 7.4 * 6.0 7.0 5.6 6.5 5.2 6.0 4.9 5.7 4.7 5.4 7.1 6.4 5.8 5.4 5.0 4.8 4.5 7.5 * 6.9 * 6.4 5.9 5.5 5.2 5.0 28 8.2 * 7.6 * 7.2 * 6.8 * 6.4 6.0 5.7 7.5 6.7 6.1 5.7 5.3 5.0 4.8 8.0 * 7.4 * 7.0* 6.6 * 6.3 * 6.1 5.8 26 8.8 * 8.2 * 7.7 * 7.3 * 7.0 * 6.7 * 6.5 8.7 7.7 7.1 6.5 6.1 5.8 5.5 8.8 * 8.2 * 7.7 * 7.3 * 7.0* 6.7 * 6.5 24 9.7 * 9.0* 8.5 * 8.0* 7.7 * 7.4 * 7.1 10.0 8.9 8.2 7.6 7.1 6.7 6.3 .THREE OR MORE SPANS 29 6.8* 7.5* 7.7 6.4* 7.0* 6.9 6.0* 6.6* 6.3 5.7* 6.3* 5.8 5.4* 6.0* 5.5 5.2* 5.8* 5.1 5.0 5.6* 4.9 7.0 * 6.5 * 6.1 * 5.8 * 5.6 * 5.4 * 5.2 28 7.7 * 7.2 * 6.8 * 6.4 * 6.1 * 5.9 * 5.7 8.1 7.3 6.6 6.1 5.7 5.4 5.1 7.5 * 7.0* 6.6 * 6.2 * 6.0* 5.7 * 5.5 26 8.3 * 7.7 * 7.2 * 6.9 * 6.6 * 6.3 * 6.1 9.3 8.4 7.6 7.1 6.6 6.2 5.9 8.3 * 7.7 * 7.2 * 6.9 * 6.6 * 6.3 * 6.1 24 9.1 * 8.5 * 8.0* 7.6 * 7.2 * 6.9 * 6.7 10.8 1 9.7 8.8 8.2 1 7.6 1 7.2 1 6.8 1. TOP VALUES ARE BASED ON LIVE LOADS. MIDDLE VALUES ARE BASED ON WIND. BOTTOM VALUES ARE BASED ON WIND UPLIFT. 2. ABOVE LOADS ARE LIMITED BY AND MEET OR EXCEED DEFLECTION RATIO OF L/180 OF SPAN. 3. ALLOWABLE LOADS FOR WIND HAVE BEEN INCREASED BY 33 PERCENT. 4. VALUES FOR 3 OR. MORE SPANS ARE CALCULATED USING 4 SPAN CONDITION. 5. THESE LOAD CAPACITIES ARE FOR THE PANEL ITSELF. FRAMES, PURLINS, CLIPS, FASTENERS, AND ALL SUPPORTS MUST BE DESIGNED TO RESIST ALL LOADS IMPOSED BY THE PANEL. 6. FOR FULL PANEL CAPACITY (ESPECIALLY ON SHORT SPANS), BEARING MUST BE CHECKED USING ACTUAL LOADS AND BEARING LENGTHS. 7. * INDICATES LOAD CONTROLLED BY DEFLECTION LIMITATION OF L/180 OF SPAN. PANEL SECTION PROPERTIES (HI-RIB PANEL) PANEL THICK -GIRTH WEIGHT PANEL TOP IN COMPRESSION PANEL BOTTOM IN COMPRESSION GAGE (inches) (inches) (psf) Ix Sx Ma Ix Sx Ma in4/ft in3/ft in-kip /ft in4/ft in3/ft in-kip /ft 29 0.015 41.56 0.71 0.0361 0.0319 1.15 0.0307 0.0457 1.64 28 0.016 41.56 0.76 0.0390 0.0355 1.27 0.0335 0.0513 1.84 26 0.019 41.56 0.90 0.0478 0.0469 1.68 0.0422 0.0696 2.50 24 0.024 41.56 1.14 0.0636 0.0626 2.25 0.0573 0.1049 3.77 1. SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE WITH 1986 AISI SPECIFICATIONS. 2. MINIMUM YIELD STRESS OF STEEL IS 80 ksi. 3. Sx AND Ma ARE FOR STRESS DETERMINATION. 4. Ix IS .FOR DEFLECTION DETERMINATION. 29 GAGE ALLOW. INT. BEARING ® 3" = * END BEARING ® 2" = �K 28 GAGE ALLOW. INT. BEARING ® 3" = END BEARING ® 2" = �k 26 GAGE ALLOW. INT. BEARING ® 3" = 0.306 kip/ft. END BEARING ® 2" = 0.118 kip/ft. 24 GAGE ALLOW. INT. BEARING ® 3" = 0.501 kip/ft. END BEARING ® 2" = 0.174 kip/ft. �k R/t EXCEEDS 7.0 (AISI SECTION C3.4) MAXIMUM ALLOWABLE UNIFORM LOADS IN PSF (ARCHITECTURAL PANEL) SPAN CONDITION GAGE 3'-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" SIMPLE SPAN 29 74* 98* 46 * 62* 31 * 41* 22* 29* - - - - - - 99 73 56 44 36 29 25 79* 50* 33* 23* - - - 28 105* 66* 44* 31* - - - 107 78 60 47 38 32 27 93* 59* 39* 28* 20 * - - 26 125* 78* . 53* 37* 27* - - 132 97 74 59 48 39 33 118* 74* 50* 35* 26* - - 24 158* 99* 66* 47* 34* 26* - 178 131 100 79 64 53 44 TWO SPANS 29 .74 99 54 73 42 56 33 44 27 36 22 29 - 25 160 118 90 71 58 48 40 80 59 45 36 29 24 20 28 107 78 60 47 38 32 27 171 126 96 76 62 51 43 99 73 56 44 36 30 25 26 132 97 74 59 48 39 33 202 148 113 90 73 60 50 133: 98 75 59 48 40 33 24 178' 131 100 79 64 53 44 254 187 143 1 113 91 76 63 THREE OR MORE SPANS 29 86 115. 160: 64 85 117 49 65 90 38 51 71 31 41 58 24* 32* " 48 - 25* 40 93 69 53 41 34 26* 20* 28 124 91 70 55 45 34* 26* 173 127 97 77 62 51 43 116 85 65 51 40* 30* 23* 26 154 113 87 69 54* 41* 31 214 157 121 95 77 64 54 156 114 88 69 51 * 38* 30* 24 207 152 117 92 68* 51 * 39* 288 211 162 128 104 86 72 1. TOP VALUES ARE BASED ON LIVE LOADS. MIDDLE VALUES ARE BASED ON WIND. BOTTOM VALUES ARE BASED ON WIND UPLIFT. - 2. ABOVE LOADS ARE LIMITED BY AND MEET OR EXCEED DEFLECTION RATIG: OF L/180 OF SPAN. 3. ALLOWABLE LOADS FOR WIND HAVE BEEN INCREASED BY 33 PERCENT. 4. VALUES FOR 3 OR MORE SPANS ARE CALCULATED USING 4 SPAN,CONDITION. 5. THESE LOAD CAPACITIES ARE FOR THE PANEL ITSELF. FRAMES, PURLINS, CLIPS, FASTENERS, AND ALL SUPPORTS MUST BE DESIGNED TO RESIST ALL LOADS IMPOSED BY THE PANEL. 6. FOR FULL PANEL CAPACITY (ESPECIALLY ON SHORT SPANS), BEARING MUST BE CHECKED USING ACTUAL LOADS AND BEARING LENGTHS. 7. * INDICATES LOAD CONTROLLED BY DEFLECTION LIMITATION OF L/180 OF SPAN. MAXIMUM ALLOWABLE UNIFORM SPANS IN PSF (ARCHITECTURAL PANEL) SPAN CONDITION GAGE 20 psf 25 psf 30 psf 35 psf 40 psf 45 psf 50 psf SIMPLE SPAN 29 4.6 * 5.1 * 4.3 * 4.7 * 4.1 * 4.5 * 3.8 * 4.2 * 3.7 * 4.1 * 3.5 3.9 * 3.4 3.8 6.7 6.0 5.4 5.0 4.7 4.4 4.2 4.7 * 4.4 * 4.1 * 3.9 * 3.8 * 3.6 * 3.5 28 5.2 * 4.8 * 4.6 * 4.3 * 4.1 * 4.0* 3.8 6.9 6.2 5.7 5.2 4.9 4.6 4.4 5.0* 4.7* 4.4* 4.2* 4.0* 3.8* 3.7* 26 5.5* 5.1 * 4.8* 4.6* 4.4* 4.2* 4.1 7.7 6.9 6.3 5.8 5.5 5.2 4.9 5.4 * 5.0* 4.7 * 4.5 * 4.3 * 4.1 * 4.0* 24 6.0* 5.5 * 5.2 * 5.0* 4.7 * 4.6 * 4.4 8.9 8.0 7.3 6.8 6.3 6.0 5.7 TWO SPANS 29 5.8 6.7 5.2 6.0 4.7 5.4 4.4 5.0 4.1 4.7 3.9 4.4 3.7 4.2 8.5 7.6 6.9 6.4 6.0 5.7 5.4 6.0 5.4 4.9 4.5 4.3 4.0 3.8 28 6.9 6.2 5.7 5.2 4.9 4.6 4.4 8.8 7.8 7.2 6.6 6.2 5.8 5.5 6.7 6.0 5.5 5.1 4.7 4.5 4.2 26 7.4 * 6.9 * 6.3 5.8 5.5 5.2 4.9 9.5 8.5 7.8 7.2 6.7 6.4 6.0 7.3 * 6.7 * 6.3 5.8 5.5 5.2 4.9 24 8.0* 7.4 * 7.0* 6.6 * 6.3 6.0 5.7 10.7 9.6 8.7 8.1 7.6 7.1 6.8 THREE OR MORE SPANS 29 5.8 * 6.4 * 8:5 5.4 * 6.0 * 7.6 5.1 5.6 * 6.9 4.7 5.3 * 6.4 4.4 5.1 6.0 4.2 4.8 . 5.7 3.9 4.6 5.4 6.0* 5.5 * 5.2 * 4.9 4.6 4.3 4.1 28 6.6 * 6.1 * 5.7 * 5.5 * 5.2 * 5.0 4.7 8.8 7.9 7.2 6.7 6.2 5.9 5.6 6.3 * 5.9 * 5.5 * 5.2 * 5.0* 4.8 4.6 26 7.0* 6.5 * 6.1 * 5.8* 5.5 * 5.3 * 5.1 * 9.8 8.8 8.0 7.4 7.0 6.6 6.2 6.8 * 6.3 * 6.0 * 5.7 * 5.4 * 5.2 * 5.0 * 24 7.5 * 7.0* 6.6 * 6.2 * 6.0 * 5.7 * 5.5 * 11.4 10.2 9.3 8.6 8.0 7.6 7.2 1. TOP VALUES ARE BASED ON LIVE LOADS. MIDDLE VALUES ARE BASED ON WIND.. BOTTOM VALUES ARE BASED ON WIND UPLIFT. 2. ABOVE LOADS ARE LIMITED BY AND MEET OR EXCEED DEFLECTION RATIO OF L/180 OF SPAN. 3. ALLOWABLE LOADS FOR WIND HAVE BEEN INCREASED BY 33 PERCENT. 4. VALUES FOR 3 OR MORE SPANS ARE CALCULATED USING 4 SPAN CONDITION. 5. THESE LOAD CAPACITIES ARE FOR THE PANEL ITSELF. FRAMES, PURLINS, CLIPS, FASTENERS, AND ALL SUPPORTS MUST BE DESIGNED TO RESIST ALL LOADS IMPOSED BY THE PANEL. 6. FOR FULL PANEL CAPACITY (ESPECIALLY ON SHORT SPANS), BEARING MUST BE CHECKED USING ACTUAL LOADS AND BEARING LENGTHS. 7. * INDICATES LOAD CONTROLLED BY DEFLECTION LIMITATION OF L/180 OF SPAN. PANEL SECTION PROPERTIES (ARCHITECTURAL PANEL) PANEL THICK GIRTH WEIGHT PANEL TOP IN COMPRESSION PANEL BOTTOM IN COMPRESSION GAGE (inches) (inches) (psf) �K 28 Ix Sx Ma Ix Sx Ma BEARING ® 3" = * END BEARING ® 2" = �k in'/ft in3/ft in -kip /ft in'/ft in3/ft in -kip /ft 29 0.015 41.56 0.72 0.0224 0.0451 1.62 0.0199 0.0279 1.00 28 0.016 41.56 0.77 0.0239 0.0481 1.73 0.0215 0.0302 1.08 26 0.019 41.56. 0.91 0.0284 0.0569 2.04 0.0265 0.0374 1.34 24 0.024 41.56 1.15 0.0359 0.0715 2.57 0.0349 0.0500 1.80 1. SECTION PROPERTIES HAVE BEEN CALCULATED IN ACCORDANCE WITH 1986 AISI SPECIFICATIONS. 2. MINIMUM YIELD STRESS OF STEEL IS 80 ksi. 3. Sx AND Ma ARE FOR STRESS DETERMINATION. 4. Ix IS FOR DEFLECTION DETERMINATION. 29 GAGE ALLOW. INT. BEARING ® 3" = * END BEARING ® 2" = �K 28 GAGE ALLOW. INT. BEARING ® 3" = * END BEARING ® 2" = �k 26 GAGE ALLOW. INT. BEARING ® 3" = 0.330 kip/ft. END BEARING ® 2" = 0.128 kip/ft. 24 GAGE ALLOW. INT. BEARING ® 3" = 0.536 kip/ft. END BEARING ® 2" = 0.187 kip/ft. * R/t EXCEEDS 7.0 (AISI SECTION C3.4) SECTION PROPERTIES FOR "C" SECTION Area Weight Area Ix Sx Rx Iy Sy Ry J Ma Va Cw Xo Ro Section (Full) (Effect) In 2 pl f in 2 in 4 in 3 In in 4 In 3 In in 4 Kip -Ft Kips ins in In 8C16 0.8786 2.99 0.7869 8.2240 1.7007 3.0595 1.0353 0.4834 1.0855 0.0010 4.6675 2.28 13.58 2.21 3.93 8C14 1.1110 3.78 1.0404 10.7318 2.3199 3.1080 1.2901 0.6024 1.0776 0.0021 6.3667 4.71 16.85 2.19 3.95 8BB16 1.7570 5.98 1.5738 16.4480 3.4014 3.0595 3.2580 1.0860 1.3620 0.0021 9.3350 4.56 53.50 - - 88614 2.2220 7.56 2.0808 21.4636 4.6398 3.1080 4.1890 1.6240 1.3730 O.QO42 12.7333 9.42 70.70 - -- 9C16 0.9376 3.19 0.8096 10.8950 1.9056 3.4088 1.0733 0.4892 1.0699 0.0011 5.2300 2.02 17.57 2.10 4.14 9C14 1.1860 4.03 1.1154 14.1116 2.7352 3.4494 1.3375 0.6097 1.0619 0.0022 7.5067 4.16 21.83 2.08 4.17 9C13 1.3613 4.63 1.2882 16.5063 3.2037 3.4822 1.5937 0.7379 1.0820 0.0033 8.7925 6.06 26.70 2.16 4.24 9C12 1.6714 5.68 1.6329 20.1362 4.2603 3.4710 1.9215 0.8899 1.0722 0.0061 11.6925 11.49 32.06 2.14 4.22 SECTION PROPERTIES FOR "Z" SECTION Area Weight Area Ix Sx Rx Iy Sy Ry J Ma Va Cw Ro Section (Full) (Effect) in 2 plf in 2 in 4 in 3 in in 4 in 3 in in 4 Kip -Ft Kips ins in 6.5Z16 0.7391 2.51 0.6865 4.8645 1.2553 2.5655 1.1654 0.4775 1.2557 0.0009 3.4450 2.85 7.57 2.86 6.5Z14 0.9582 3.26 0.9059 6.3385 1.7133 2.5720 1.6658 0.6765 1.3185 0.0018 4.7025 5.90 10.63 2.89 9Z16 0.9231 3.14 0.8008 11.0077 1.8826 3.4531 1.5477 0.5752 1.2948 0.0011 5.1667 2.02 20.76 3.69 9Z15 1.0546 3.59 0.9654 12.6690 2.3198 3.4660 1.7942 0.6605 1.3043 0.0016 .6.3667 3.00 23.40 3.70 9Z14 1.1727 3.99 1.1028 14.1230 2.6905 3.4703 1.9800 0.7299 1.2994 0.0022 7.3842 4.16 25.79 3.70 9Z13 1.4164 4.82 1.3500 17.0462 3.3590 3.4691 2.3538 0.8703 1.2891 0.0039 9.2183 7.45 30.58 3.70 ROBERT B.- HEATON, ARCHITECT ........... . ..... . ........_..:._...__.e.............;. .. ......... . ..... ... . .. .... ......... ... .......... ............. ... ... .. . .... ... .... .......... ............. ..... . .... ROBERT B., HEATON, ARCHITECT 2044 Palm Avenue CHICO, CALIFORNIA 95926 (916) 343-8038 JOB SHEET NO. OF 7Z - CALCULATED By CHECKED BY ....... __,_......._r . ........... .. ... ..... . X io . X: .... ... ... i DATE DATE-_ E S 3 � /VA= .... .. ... .... . . .... - ------- - riv 4-V : ....... . . ....... .................. i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i J .. ..... ... .. . .... .... ..... .. . "'o &-o C) /y /o/t DI ....... ............. .. ............ ... . .. ... . ..... ........... ......... ... ...... . .. ........AJ . .......... .. ........ . . . .......... . .... .. .. ...... ... mmLo ZoL 1 LNILYS, W &v, am 11671 r e �Y n M �C {2vCGT/o lJ li✓ /z LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 B U T T E C 0 U N T Y B U I L D I N G D E P A R T M E N T F A X C 0 V E R S H E E T FAX NUMBER (916) 538-2140 DATES 25, 95 TO: �UNyj%gb QR-PDP-Avpf\j FAX NUMBER :-?D/- 2SZ- 73rf'U ATTENTION: RAMA }AtQTA ADH 1 KAR -Y REGARDING: A.P. NO. 60- 33Q- 067 PERMIT NO.q�-D3,441 SUBJECT: SPECIAL INSTRUCTIONS: [ ] SEE PLAN CHECK LIST TO FOLLOW [ ] REVIEW AND RESPOND ACCORDINGLY [ ] FOR YOUR INFORMATION ONLY / a [✓( 0 TH ER : DV I�� GL�IX Q[Ah Q�l. r1 D'l SINCERELY, MICHELLE M. WEIGEL PLAN CHECKER II R1 David Richer 14264 Kansas Ln Chico, CA 95926 Re: Proposed Garage A.P. No. 047-330-057 , .... ..... Suite �Old1Zt -" LAND OF NATURAL WEALTH AND BEAUTY BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: (916) 538-2140 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations (] Red Marked Plans [ ] Other: Action Required: [x] Comply with plan check list [ ] Resubmit plans with revisions as required [ ] Resubmit calculations with revisions as required Mar. 27, 1995 Permit No. 95-0314 Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 8:00 a.m. and 4:00. Sincerely, J Michelle M. Weigel Plan Checker 11 Permit Applicant: David Richer 3/27/95 Permit #95-0314 The above referenced plans were reviewed by this office. Provide additional information and/or make revisions to plans, specifications, and/or calculations as follows: 1. Owner to provide a letter of intent of use of the building. xClarify if garage door is intended. V6S . & dc, d"L'ty cast . XProvide engineering calcs for the steel building showing gravity, wind and seismic loading per UBC chapter 23. The plan check was not completed due to insufficient calcs. >._.PEHIVt1T NO. 3843-80E PERMIT EXPIRES 8/4/81 OWNER R nN C AR M(.)T)V CONTR. owner LOCATION (A.P. 47-33-6port SE S Meridian Rd, 1400'E Hwy 99 4 r1 %r Temp Powe► Pole n Ca(Iei1PG&'E Temp. Elea Serv. �- Called PG&E Temp. Gas Serv. Called PG&E JOB FINALED C (Date) L S' ature) Setback Forms Main Bldg. Footings Stemwa I I Slab Piers Garage Footings Stemwa I I Slab Carport Footings Slab Patio Footings Masonry Walls Reinf. Steel COUNTY OF BUTTE — DEPARTMEN-I" OF PUBLIC WORKS BUILDING INSPECTION"RECORD BUILDING. BUILDING (Cont'd) PLUMBING Firewall Soil Piping Parapets 1st Floor Restroom Finish 2nd Floor Windows 3rd Floor Sidinq To out Roof Sheathing Water Piping Roofing - Sewer Fdn. Vents Fixtures Garage Vents Insulation Water Htr. Heaters . Prov. for phsically handicappey Conformance of ex. structure Appliances Gas Piping & Test Temp. Gas Final Sanitation FIREPLACE Final Mesh Scratch Brown Finish Interior Lath Door Closer MOBILEHOME UTILITI Water Piping iLaall MS2BILEHOME INSTAL Water Piping DATE Footing Throat Final FIRE SPRINKLEF Test Final MECHANICAL Heating Cooling Ducts Ventilation Final 5 ---------- ------ Elec- Service p Sewer ATION-------------- Support �® Drainage REMARKS OR CORRECTIONS_ ELECTRICAL Rough Fixtures Motors Water Htr. Subpanels Grd. Fault Prot. Service Temp. Pole Underground Permanent Final Elec. Pedestal Gas Piping s Elec. Continuity 5 (NOTE: An entry must be made on this form each time you visit the job site.) MOBILEHOME INSTALLATION INSPECTION CHECK LIST ^� 1. Is the mobilehome located wi required separation from lot lines and buildings and generally conform to plot plan? Yes , No____ 2. Does the mobilehome have required clearances above ground? (Sec.5085) Yes No 3. Are footings and supports properly sized, spaced, and braced aapproved plans? (Note possible variation at spring shackles.) Z(Sec.082 & 5083) Yes s No4. Is the mobilehome level? (Sec. 5088) Yes_ 5. If mqre than a single unit, are crossover connections properly installed? (Sec. 5088) Yes o_ 6. Water A. Isle connector of adequate size and properly installed (1/2" ID min.)? (Sec. 5566) Yes No B. -Test -Does water piping withstand working pressure or 50 lbs, air test? Yes_ No_ C. Backflow - If coach is not State f California approved, does station -have backflow device and pressure -relief valve? Yes o_ 7. Wastes and Drains A. Is connection made with Schedule 40 DWV and have flex connectors at each end? Yes�o_ B. Does it have minimum 4" per foot slope and is it properly supported? Yes_ZNo C. Are any leaks detected in drainage system after running 3- allons of water through each fixture including washing machine standpipe? .Yes_ No D. If cohch is.not State of California approved, does station have required trap and vent? Yes o 8. Gas Piping and Gas Vents a A. Connector - Is mobilehome connected to the gas supply with an approved 3/4" minimum mobilehome connector.not more than 6 ft. long? Note: All piping is to be at' -least as large as the mobil ome gas line inlet without reductions other than the mobilehome ,.connector,. Yes No B. Test OK as per following procedure?' Yes ! A-0- 1. Open all appliance connector valves. 2. Shut off appliance burner and pilot valves. 3. Air test with manometer to 10"-14" water column, or test with slope gauge (minimum 6oz.-maximum 8 oz.) calibrated in tenth pound increments. Test for 10 min, without drop. 4. Connect gas meter to mobilehome with connector, turn on gas, test connections with soapy water. C. Are all appliance vents properly installed? Yes No_ 9. Electrical A.' Is service large enough to provide adequate amperage to mobile�iome (must equal rating of t. mobilehome with a minimum of 00 amp) and other•facilities on lot, i.e., water pumps, garage, cabana, etc. Yes No , B. Is there proper clearances around panels? Yes r.�No_ C. Is power supply cord or feeder assembly properly fused? Yes No_ D. Is continuity test satisfactory as per the following procedure? Yesid- No 1. De -energize electrical wiring system of the mobilehome at the pedestal. . 2. Make sure that the power supply cord or feeder assembly conductors, including neutral conductor, have been disconnected. 3. Switch all breakers and switches in the mobilehome to the "on" position. 4. Connect one lead of a test instrument to the mobilehome grounding conductor and apply the other lead to each mobilehome supply conductor, including neutral. 5. All non-current, carrying metal parts of the mobilehome (aluminum siding, gas line, water line), including fixtures and appliances, shall be tested for continuity from such equipment and the grounding conductor. 6. Upon completion of the above procedure, the power supply cord or feeder assembly conductors shall be connected to the site service equipment. A further continuity test shall then be made between the grounding electrode and the chassis of the mobilehome. Upon satisfactory completion of the electrical tests, the lot or site service equipment may be approved for energizing. 10. Is job card signed by Health Department for water and sanitation? % 11. If everything okay, sign off card and tag services. �v MOBILEHOME DATA Manufacturer and/or Namestyle / Lengt_ Width /2 h Vehicle Serial No. State Identificati Additional Information or Comments: r COUNTY OF BUTTE - DEPARTMENT OF. PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211 Ext. 70, 7 County Center Drive, Oroville — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION NOTICE f � ING O'R PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. COUNTY OF BUTTE DEPARTMENT OF PUBLIC WORKS 695 Oleander Avenue, Chico — Phone 343-4211,, Ext.+70 7 County Center Drive, OroviIIe — Phone 534-4541 Skyway and Elliott Road, Paradise — Phone 877-3435 CORRECTION NOTICE .7,?y-7- BUILDING OR PROPERTY ADDRESS A routine inspection indicates that the following violations of County Ordinance exist at the above address and should be corrected. Please notify this office when correction of work is completed. If you have any question pertaining to this matter, or need additional explanation, please contact this office immediately. PIU Inspector Date 11 COUNTY- I OF,BU.TTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER.DRIVE' OROVILLE, CALIF. 534-4541 'CERTIFICATE -01', OCCUPANCY This 'mobileh'omethas been ifistall6d in accordance with the =ements oi the'.California Administrat ive Code-, 'title '25,- Chapter.5, permit number. for the followi�g location: Owner APIR 0 w n e r's A d d r 6 s s Mobilehome Mful-A Model�e�"'4 —Year' Insignia No. Serial No.' t")A-:7 zp It is hereby certified for occupanck at*the above described location a'nd may be occupied. Director "511-Fulblic,Works Datle OK ro By-", THIS CERTIFICATE IS VOID WHEN MOBILEHOME IS RELOCATED White - Owner, Yellow - Installer, Pink - D.P.W. COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS q County Center..Dr ve,,Provill.e, California 95965 - Telephone 916/534-4541 APPLICATrON' AID PERMIT ASSESS R PARCEL NUM ER ZONI G 5 BI,ILDING PER OWNER/ N TELEPHONE O S—// SQ. FT. OCC BUILDING UATION OWNER'S MAILING ADDRESS COV CONTRACTOR'S NAME _. TELEPI-iONE - CONT RACTOR'S MAILING ADDRESS CONSTRUCTION LENDER - 0� £ UNKNOWN Fireplace Total Valuation $ ' LENDER'S MAILING ADDRESS Permit Fee $ ARCHITECT OR ENGINEER _ LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Permit fee $ BUILDI G ADDRESS �- - PLUMBING PERMIT Filing Fee 3.00 Each Trap 2.00 Repair,drainage or vent piping 2.00 Water piping LOT NO. SUBDIVISION NAMEP ARC EL MAP Each qas water heater or vent_ 2.00 Gas piping system 1 - 5 outlets USE OF STRUCTURE SF ❑ Duplex[] Mobilehome[;KOther SPECIFY Building sewer Lawn sprinkler system 2.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Uti Iities ❑ Installation ❑ Other Describe work: ,(�/�C� �Edt�%/CF ��?� — ' Permit Fee $ Contractor ELECTRICAL PERMIT Filin Fee 3.00 9 00v OR Main service 1OR L 100 AMP OR E55 5.00 O Main service EA. ADD•L 100 AMP 2.50 D NEW CONST.. DWELLING OCCUP.8, OR ACDNS. ( ACC. BLDGS. 20 sq ft CONTRACTORS LICENSE LAW I declare under penalty of perjury (check one): ,❑NON-RESID. 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 NEW CONSTR. U TI-OUTLET2.50 ea NON.RESID. BRANCH CIRC ITS NEW CONSTR. (POWER APPARATUS &� SINGLE OUTLET CIR. EX. OCcup(OUTLETS OR FIXTURES 50 @250 BAL@10Q FIXED APP LNS. OR Ex. Occup.(OUTLETS (RESID.) EA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 ZZ 4)6 Misc. Wiring 6.25 _ Permit Fee $ LS v Contractor Whid ' WORKMEN'S COMPENSATION INSURANCE 1 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. �j I shall not employ any person in any manner so as to become subject V� to the W. C. laws of California. Notice to Applicant: If after making this statement, should you become subject to the W. C. provisions of the Labor Code, you must forthwith comply with such provisions or this permit shall be deemed revoked. MECHANICAL PERMIT FiIingFee 3.00 Heating Cooling Hood 2.00 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 again" aid County in consequence of the granting of this permit. X Date 7 ��y— Signature of Applicant — Own 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 $ Land Development Fee $ TOTAL PERMIT FEE $ OCCUP. GROUP I TYPE OF CONST, PARCEL PD HD SsuE This permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTOR F LIC By PERMIT EXPIRES Date the applicable provi- resolutions to do fees have 'been paid. WORKS Date OL Receipt No. //X 1-7 WHITE-D.P.W., YELLOW -ASSESSOR, PINK -INSPECTOR. GOLDENROD -APPLICANT .� COUNTY OF BUTTE — DEPARTMENT OF PUBLIC WORKS -7 County Center Drive — Oroville, California 95965 Tel ephdne: 534'4541 APPLICATION AND PERMIT 37.�5�-�� ' BUILDING Owner R Q N 10 d4 I WI SQ. FT. OCC. BUILDING VALUA Mai I i ng Address d R J, / _S f .G V / J p[ C/ TelepFLon o. S y Contractor Mailing Address � / `Aiv,a<�J�4 C�/CGU Fireplace Total Valuation Telephone No. Permit Fee Building Address �� •'�� � ` PI an Checki ng Fee &/or Penalty Permit Fee PLUMBING No.1 @ FEE PERMIT FILING FEE $3.00 Each Trap 1.50 Repair drainage or vent piping 1.50 A. P. No. I c7— r Zoning & Planning Water piping 1.50 Each gas water heater or vent 1.50 Fie,91W. C. Sanitation Fire Dept. Fire Zone Use Permit Gas piping system 1 - 5 outlets 1.50 EQA Parking Plans ParcelParcel Declaration Ma P 60' R/W Provements Imp Each additional outlet .30 Building sewer 5.00 � � Bldg. Plans �c'd I Parcel A rovol I Plans Approval Lawn sprinkler system 2.00 NEW ❑ ADDITION ❑ UTILITIES ❑ OTHER 0-- Permit Fee $ ELECTRICAL No. @ FEE PERMIT FILING FEE $3.00 Main service 100 AMP OR00V OR L LESS5.00 Single Family ❑ Dup.lex ❑ Mobil Home [��Others ❑ Main service EA. ADD'L 100 AMP 2.50 Y f Main service OVER eoov 25.00 100 AMP OR LESS Main service EA. ADD'L 100 AMP 1.00 NEW CONST. OR ADDNS. ( ACCLBLDGS.LING CCUP. �\ 20sgft 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 styleo _ r / �✓ NEW CONSTR. MULTI.OUTL T NON.R ESI D, (BRANCH CIRCUITS) 2.50ea NEW CONSTR. POWER APPARATUS 0 NON.RESID. (SINGLE OUTLET CIR. Ex. OCCUD(OUTLETS OR FIXTIIPES Ig -L Ex. Occup.(FIXED APPLNS, OR OUTLETS (RESID,) EA) 2.00 Temporary service 10.00 —116 C� Mobile Home Facilities 15.00 LJ y� License No. O T Classification Misc. Wiring 6.25 4 ❑—,---- I am exempt from the Contractors License Laws of the State of Cal ifomia. Permit Fee $ $ MECHANICAL No. @ FEE WORKMEN'S COMPENSATION INSURANCE 1 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 placed on file with the County of Butte a certificate of orkmen's Compensation Insurance. I certify that in the performance of the work for which this El permit is issued 1 shall not employ any person in any manner so as to become subject to the Workmen's Compensation Laws of California. PERMIT FILING FEE $3.00 Heating Cooling Ventilation Hood 2.00 Permit Fee $ $ p 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 Land Development Fee $ TOTAL PERMIT FEE $ vd authorize representatives of the County of Butte to enter upon the above-mentioned roperty for inspection purposes. X ✓• Date 'd l �o Signature of Permitee or'4gent Receipt No. 4 / q a _ ) 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,P)/ PUBLIC WORKS By A, ,�J Date Building permit expires Date 3),4—F/ g. COUNTY Ott RU"TP DEP►, AE PUBLIC v1"" Pa�E� 21�41516 r 1 r W ti ' : U .. ?rk► 'r r C O V1\ri'Y ;�I.t�nIt7mTr N^(fin?? T�tl^r{T TrYh1t11tKA7 _ Mr)3TLP,NC`NF?NSTALLnTTONaHEETT `. 1' Owner's ` name 2: Installer's ;;a.-nr ; 3tl:'Tis the .'sits ct.: rently underr�r'rini.t' Yes •, yes, furR,.sh permit number the .site an 'i:.Lf<L iTl} S''t_t r? e j i SUPPORT DATAL r - if than single vi4s ,i QYfi Ql fry ?15^ "' f0ruish »setup mbftx• No.. . ' f7' t i Y7` •. ,` .." r;. •t r�l ., I i i I 'r w.Ri..► i..�F r � � P•.�rrr y � iritl i Nr+r ar. �. - �.. widtb,;,_,„1i,.) $ox Length y Tag�io��: ft • 111 �Yql �e+����Y 1� ■fir\� t • f � , Y � a f•.a � ' Atli mobilehmea matrufaictured after October i, 1913, furoisb vamfa urer:�sr lst4tati� ,manultl_ and. 4-truetural setup .sheets , (if not ov file with. the Coup < of AI,t tooter sug its meaiured ,from front of , `sada#l+uoraau '1:iRa:aRIF� otk�eztiriss B,p4C�.tied, •. WOO -44 vweettie* a`. pro"ure- "sated:,ot (in, �t9t .? .{ in, ' z ', y,: har op*uy) ,.�+ •�atsr- '� Coater sa ; , _ � r �� � t. _ ; + footing s as oak e R /+4M Ra (in �) '{ in R .� ♦ „ .1. - �; w�rl.:• �1 cwt IrMRt+ir� tiiirri� rr i 1? Ir x36 part' yp .�(V, y+' F.1/,s��•1!_ ' ;•' iC]� ` �f:;t R$.' fs t .'�k c, ,(.• • � - y � 4 sr ;�l T-f c4pter piers are other than drawn above, � � �, • � �� ,' iR} Iocrons, ,pacing, and diulensians. ��r.-,•.': iq�"'►.-�"'F^-: •--'Tz�•e-s,-`- ir.Rev�---"—,.;-'-+s=^'.,p-•_.,,...e,,...,,,t..�,..,,�z,.:� •,.....::�, »•.........�' _ _ .,__ .. ^ __ • __ _.r... A)l1c,at-e, %fid . this set of plans and specitications MU51 " q0,kept on the job at all times and it is unlawful make any changes- or alterations on same withc C /9 Q otorks, ten permisson from the Department of PulS :J County of Butte. NOTE—All Materials & Workmanship Shall Be - iii Accordance with Recognized Good Practices and of a qualify prescribed for the Specified. use in the Uniform Building, Plurnbing '& Mechanical Codes and the National Electrical Code. A setback of 5 ft. from the" property lines and a setback of 50ft. from the road centerline shall be clear of jtl structures or equipment except for a 2 ft. eave overhang. � d *V74 Utility connections shall be within 4 ft. of the mobi;ehome, eifiH, e' J directly behind or within the rear ha'If of the roadside ,Gi%2 ✓ (, �dV�` • , tUa�e Y (left) of the t mobilehome, _ l�-rye �ase�i.e� �h 3o BUTTE COUNTY BUILDING DEPARTMeNT APPROVE .2S f. }eauw o�'.. .. OROVILLE, CALIF6RNIA GEtd RAL CLAIM CLAIMANT: �i 7 t J �_ `O CX t? (�r N C -P ADDRESS: CITY & STATEe - i't K _ '� i C �� t :. IMPORTANT: _ SEE INSTRUCTIONS DATE OF CLAIM: lt7 r ON.F2EVERSE SIDE. SUBMIT CLAIM TO . DEPARTMENT RECEIVING GOODS. OR SERVICES. DATE I DESCRI'P'TION OF CLAIM (DESCRIBE. FULLY TO AVOID DELAY) I .AMOUNT` Owner has decided not to da work..: Bldg Permit Appin. #816-84MHI, Receipt �P14119 ; dated 3/28/841 Owner : Ronald' Carmody, .AP #47-33-57., - -=i-- Total fees. paid - ------------------.------$70.00 etain+ i ing ee------ -,____------ Retain .plan checking fee7------=---$15.00 Retain inspectionee------------- Amount retained--------------- _-_____- 40.00 - TOTAL REFUND DUE--=----=------. -- ------- -----------c-- ,30:00' 30.: 0 TOTAL .I . $30 00 . I, the undersigned, declare under penalty .of perjury, that the services or article -d have been perf ed or delivered, and that this claim is true and correct as stated. Dated. this U! �. .�..... day.°f 1�4.i.1 �-1 �--...... 19 aE...i...r �..'^.Y.:� -. .......57 ..:.:....................... . ............ ✓✓✓ _ J... : Signature of Claimant ,. e- I. the undersigned, hereby certify that, to the best of my knowledge, the services or+articles specified abo� ave been performed 6r de- livered and that .there.is a Budget Appropriation or Specific Board Approval O (Check one) he same. 'a Dated this ............ a..�kt�l......... :.. day of ..:.T1.IX1e .............. 19.4: at ..:.Ora.u.il.le... .Calif. ..... ...... ... ................ ' - - artn:enf Head or Authorcz.• • ••eputy ep• Dept: Exp. - - --- -- Code.............................................Code ........... :.......... .......................... PAYABLE.FROM ......................... FUND DO NOT WRITE BELOW THIS LINE - AUDITOR'S SUB. CLAIM INVOICE INVOICE OBJ. NO. N0. DATE DISC 1 USE ONLY i -i Eh C.UMB. I SUB-DIS"C. VENDOR CODE I I DEPT. 8 SUB. �. P.ROJ. I GROSS I AM-0.IN7 I r A` COUNTY OF BUTTE - DEPARTMENT OF PUBLIC WORKS 7 County Center Drive - Oroville; California 95965 - Telephone 916/534-4541 APPLICATION.ANQ OERMIT PERMIT NO n A SSESSO,Rf A R CEl^ NUMB G 6 ' BUILDING PERMIT OW ELEPHON SQ. FT. OCC. BUILDING VALIJATION ER'S MA IN G OCRESS �x Si G cv 5 4' NTRACTOR'S N E /^ TELEPHON`!E% CONTR TOR' M LING ADDRESS v 3� Fireplace ONSTRUCTION LENDJtR UNKNOWN Total Valuation Is Filing Fee $ 10.00 LENDER'S MAILING AD R S Permit Fee $ ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Penalty $ ARCHITECT OR ENGINE R'S MAILING ADDRESS Permit fee $ BUILD ADORES PLUMBING PERMIT Filing Fee 10.00 Each Trap 2.00 Solar Water Heater 20.00 C Water piping 5.00 LOT NO. SUBDIVISION NAME I V PARCEL MAP +_ Each qas water heater or vent 5.00 Gas piping system 1 - 5 outlets 5.00 USE OF UCTURE SF EJ Duplex ❑ Mobi lehome Other SPECIFY Building sewer 5.00 Mobile Home S G W 10.00 e TYPE OF WORK / New ❑ Addition ❑ Remodel ❑ Uti lities ❑ Installation Other ❑ Describe work: �L Permit Fee $ Contractor ELECTRICAL PERMIT Filing Fee 10.00 Main service 600V OR LESS 100 AMP OR LESS 10.00 Main service EA. ADD'L 100 AMP 2.50 NEW CONST. DWELLING OCCUP.& OR ADDNS. ( ACC. BLDGS. 2/20sgIt CONTRACTORS LICENSE LAW alty of perjury (check one): I dec5��tnsed underprovisions of Chapt. 9, Div. 3 of the Business and Professio s d n m license is in fu force 'an 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. MULTI -OUTLET 2,50 ea NON-RESID BRANCH CIRC ITS. NEW CONSTR. POWER APPARATUS &• NON•RESID. ( SINGLE OUTLET CIR. zD®aoa Ex. Occup(OUTLETS OR FIXTURES BAL030 Ex. Occup. our OUTLETS P(RESID )REA.) 2.00 Temporary service 10.00 Mobile Home Facilities 15.00 Misc. Wiring 15.00 Permit Fee $ Contractor MECHANICAL PERMIT Filing Fee 10.00 WORKMEN'S COMPENSATION INSURANCE I declare under penalty of perjury (check one): ❑ 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 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 agree to save, ind mnify and keep harmless the County of Butte against all Iia ties, judgments, costs, and ex nses which may in any way accrue against saI unty in coikequence of th granting of this p 'rmit. —� ZtThis Date Zgnature o A plicanr — Owner antracrar ❑ at An OSHA p rmit 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. F PARCEL PD NO ISS permit is hereby issued under sions of the Butte County Code and/or work indicated above for which DIRECTO OF PUBLIC By P IT EXPIRES Date the applicable provi- resolutions to do fees have been paid. WORKS Date 2 7 3—,FSS No.-( 1/Receipt ! 5 WHITE-D.P.W., YELLOW -ASSES OR PINK INSPECTOR, GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT'OF-"PUBLIC WORKS - BUILDING DIVISION 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA 95965 - TELEPHONE: 916/534-4541 PERMIT APPLICATid DATA SHEET Proposed Building Use, Permit Fee Based Upon Building Inspector At time of permi and/or issuance Permit No. I A. P. No. 64/� r -aSl Complete Contract Price DPW Valuation Other- /11-11 lication, I was advised the following data must be submitted prior to permit processing. - DATE RECEIVED APPROVED _1, 1�XAll items have been subimitted. . . . . . . . . . 2. Plot plans in duplicate.%triplicate. . . . . . . . . . 3. Complete plans in duplicate./triplicate. `. . . . . . . . 4. Complete engineered plans and calcs. . . . . . . . . 5. Plans with Energy Design Compliance Statement. . . . . . 6. State Energy Forms No. 7 Statement of Intent for Non -Heated and AC Buildings. 8. Fees of $ , , , , , , 9. Letter of signature authorization. . . . . . . . . . . 10. Sanitation approval from Health Dept. . . 11. Planning approval for (A) Use: (B) Parking: . 12.,Certificate of Workmen's Compensation Insurance. . . . . . 13. Contractor's License Information (no., name style, classif.) 14, Owner -Builder Verification (Given to owner, Mail to owner ❑.) 15. Improvements may be required. . . . . . . . . . . 16. Mobilehome Installation Data. . . . . . . .. 17. Pre -Inspection for •Pre-Inspec. request to Required, Building Inspector 18. Other 1. (Date) When ,o issoue the permit, process as follows: - Mail owner. I Mail to contractor. Telephone �%7- ,5 (Land hold for pickup at office. Deliver w/inspector. Other U Applicant Date Copy of plans sent Health Dept., \Fire Dept., �`O,ther Date During the plan checking process, the follow"i"ng -data must be submitted prior to permit issuance; (For required items not checked above at time of application, circle item.) 1. Index permit for above Items No. a 2. Additional items required: (Contractor, Designer �Owner� was advised of above required data by Telephone By Plans checked by\ Plans approved by_ Other Copy -DPW Date Date Mail Other Date . , �• This set of plans, and specifie tions MUST be ` k�ptnrfhe job afeJ times ara-..inlvft� ton: " _ 'make anyIanges.or alterat` out written permission from t rtl%Q%Pf ti VC���—AI.f Materials &Workmanship Public 11llor;;s, Gourrfy of 0u'_, tit f� fiance with Recognized -Good P %ofaiit prescribed - ., ` peeifie „yrt� . r Y •ak.�{ it Y", t �� t - -y" j 'Ifwt. CRi 4 DI, giWetlihe structures for a 2 -ft. i clear•of , ipmenfi except n-rhann_ nQILC. ex`o lnQ � � •:� �� � ENt Js�• �� s� St 01, 325. �Z hall• Io ctice's ere use i n'41hF cal Cost e r,. 'RU I TE COUNTY CUII_DING D�PARTiV ENT i „ � • �ti;1� -_„tib v 6. What is the mobilehome site service rating? --------------------- 7. What is the mobilehome site circuit breaker rating? -------i----- y Amp s . ( �� Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes _1 No —11e / (If yes, identify the load and size: (Load) (Amps) 9. .What is the mobilehome site gas pipe size?---------------------��`� (�•) 10. What is the type of gas service? ----------------------------- Natural/% LPG / 11. What is the gas pipe length from meter or tank to the mobilehome? 12. What is the mobilehome gas demand? ------------------------------ 35t (ft.) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) (BTU) BUTTE COUNTY DEPARTMENT OF PUBLIC WORKSI 7 County Center Drive, Oroville, !CA. PHONE: 534-4541 ' ., .. ..- .,4'"_ - fi:Cir ,' ` ;: _ � r: �_ ,_.d.". �� � _._d..=ter: � �� a s+.• MOBILEHOME-INSTALLATION SHEET i2lo C44 _ y. el Owner's.=name.: - •� ': .2. Installer's°:names J" _ the =site• Currently under permit? YeS 7.(If yes; 'furnish :permit number ) OR Yes -No / Is the site an existing site? (If yes, furnish two (2) plot plans.) 4. Will the mobilehome be located at least 5 ft. away from septic tank and Ieaoh fields and Yes clear of all setbacks and easements? (if no, clarify 5. What is the mobilehome electrical rating? ----------------------- �� Amps 6. What is the mobilehome site service rating? --------------------- 7. What is the mobilehome site circuit breaker rating? -------i----- y Amp s . ( �� Amps 8. Is there any other electric load to be served by the mobilehome site service? --------------------------------------------------- Yes _1 No —11e / (If yes, identify the load and size: (Load) (Amps) 9. .What is the mobilehome site gas pipe size?---------------------��`� (�•) 10. What is the type of gas service? ----------------------------- Natural/% LPG / 11. What is the gas pipe length from meter or tank to the mobilehome? 12. What is the mobilehome gas demand? ------------------------------ 35t (ft.) (This information not required if pipe length less than 6 ft. on natural gas or less than 50 ft. on LPG.) (BTU) ..iobilehome Mfr. i`-/,�� � ro aA furnish Setup Model No. J (GSA_ f'l Yesx. lJ;� • v. Width• _(ft.) Box Length . Ste' tft.j -Tagalong or -Expando `Size ft. X ft. (SHOW SUPPORT DETAILS BELOW) - F_ on all mobilehomes manufactured after October 7, 1973; furnish manufacturer's installation manual and structural setup sheets (if not on file with the County of Butte). All center supports measured from front of mobilehome unless otherwise specified. Foot in _(check an Single y ` A t, i.,Tood •either a .;pressure treated .,:foundation ,grade. x Other: <specify) (ft.)(in:) (in•) Cin.) _. _..--. _ er support °o^ations* (ft.) (in.) U (ft.)(in.) Fb Center support footing sizes to ( in. ) 4 v x.� 3 (in.) (in.) t - d f J t 1:—J (in.) (in.) x (in.) (in.) ,�- 1/ 253 �x center piers are other than drawn above, aw in locations, spacing, and dimensions. b�l-. uort(check one) Concrete block. -2. Other. (specify) Tagalong or Expando,' show support details. 'c,2- x� -- Typical Support in.) (in.) Footing Size — & J -- Max. Pier Spacing (ft.) (in.) -- Max. Overhang (ft.)(in.) 916-Dgr BUTTE COUNTY BUILDING DEPARTMENT .APM H' Y ED ♦3 til � `� j, � � 1 k J41i U ij fill 71 IF IN oplele 01 7: T - X, k J41i U ij fill 71 IF IN I1 TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance E.H. USE ONLY Plot Plan Attached ✓� Floor Plan Attached Scotto B.D. / y7- .33- 057 Owner Location AP# PlanApproved for: Sewage Disposal Water Supply: Public Privates Well Clearance for bedroom mobile home. Other %�j/% �i�e ' Z9 X /dUl� kit err Hold final for: Final clearance O.K. for: NOTE: We ��l'6�rtd�/, �• T le 0-t-1 15- L Environ ental H th Specialist Date R/U7 IF oa APPROVED &ttte County Environmental Health Date N �v �� Glice r j4 y7-- 33 -0,5 7 Environmental Health MAY 3 1, 1995 c - ho APPROVED -Butte County Environmental Heafth Signa re. APPROVED Butte County Environmental Health -..-SCJ --- Date _ -3.3-- Signature /� / y �G �/ �f'r•�.sa s �i'r, C/I.co --- 7- . 33 -US 7 J APPROVED Butte County Environmental Health -..-SCJ --- Date _ -3.3-- Signature /� / y �G �/ �f'r•�.sa s �i'r, C/I.co --- 7- . 33 -US 7 " 1 '$'•f 11'>'' wm .i b.• moi. '� rl .i f ,,F� ,.�' �. , i4 'r' ':xw'..:• ' -'+ >fy.. - �[- ...-. �y:.iY,.re .,�,...-...r..,,•;, - _ T� ti .t .. t,�i'' -k - .. 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'•_ ,.,.. _ {�. .w r - ; y ��F.,..v-,s• 4 :.k..1'°"?` a^_...,:.{�. ,� �i e�:.... •-•pis ] J „ �y�. _ DESIGN ^�' �/`.� F - - Zlzm 'law a Tia 8Y: BsK AssocIATES y _ 2r Ir PLATE WAYNE T, POUVA0 3!8 PE - LIS'i!?�G NO. r Nag nip n AASV �� 04 r L l No. C 05[1 10 m A PX Mfrs FBF' CA1<'� A" x 4' bolt e r, . •� Typ of 4 axrx3A4, L . CYRIPPE'R BASE GAPER PL-.4TE/ I TOP AEW - MGP - PAD BOLTS TYP OF 4 t + TUF-, . .. tug esr..+4. �a�.�o ate+ �o m►ntta s,�.r ' atzrr jft"crtoi� /(r(r.or01 o� �1-1I2" SCH. 40 PIPE , e I WITH ORAf7E i FVOR EQUAL , �— t 3 OR MORE ORE i„j • .. I !_ SCK 40 PSE EE ``� p. �;, - ��`p i d W/ t ADJUSTER Ho LF_S 'f � . ib' SAEW - � J '' �• DE A ESI - MGP - PAD 11 EgQMN PLACE 1, �. 2' SCK 44 PEPfi COr+Cx PFR fALT 1 / x% WELDED TO 1144 BASE PLATE. K • 3116 X 2 $RAC;C '� � • - 2' X 2`X 3/I6 Ww1mDr3rL6' i ' ANC -a x 3��ilLLET9TCfl. ` �ALTH.(,`iDSAfTi r cof SECTOR i � Rape CuRSULTIN6 ENGINEERS 5: T:P QE3 I A: 944.64- •::,. 26• LONG - P.PrROVED ��"s01 Ci9SUA Pal: 416-58LM29 - •sr�xruo:�o E mson (Iw; 241 END�EW ' MGP - PAD PRESSURE S.{GP =l1 R11�11'hSEt'ti GRADE PLYWO P &S CC.A P TREATED ','�.{';r�� ' � t` .•r E . L7t a `~ 3.",wr h� #; sx.'ir-`a"Lr r'"fiF`"`I � t t� � K'•ii � .rj .,aX .9 "-,aar :� n" .a � 3:. ��t�i; r :t3 '# �f'.: �-� .�K.,.� `,3f"•,,w,..tr;+:.�a ,� ,•.�,.. _ :4rd.'cv .�`x'+' .� }.4:r:. - .� �;,-,Y. r�-..l,s-� ..i1'.Sa, :- .•+.. .:t i':='_ ,.:« [�S> ..3lr:ia - ':-A---7'h�•i J•;itK- e+ •4; r s-.nz_ •��r.,sA'i'..�+r> .;r�''+':- ,a -:,.Y,.. r c'. :k .s:.>.�..c.a�i.. a r.. 't• -e-- .€ .-r _.�:-'n'..«, �?a;.+.k,,;ni. o_++�f,(•71:.. '7r*F-_ ..... _.,c-,.._ .. �. . �...s ,�`7 . 36e':'X`.•:,. Y. as va DEVIA M FFDU REQVEgmm of 'ATF'- NT FO YST101 tlF�aoes sz1u, �s .�BESCO - �s COMPAJ ry t P.O,E OX IR Sy 5�t2 a 1� —lam CATH£YS VALL , 9"5306 � 7bic Pb4APpoonl Z_ •'i ✓, L�F;a„+YYt -SE�_t :.r +,; -.'rt. ..p" r t•', .: .;�., •; >.:tP wt_5•,. i-. -«.- , W -1 BACKFa.L W/ AC ASPHALT SEE VMR MWkBTE FAD THCKNESS, f -o,6 TE SE CONCRE ET VATH CDWXEM PAD WRW fW-An OR EQUAL Zr FROM CMER TOTAL 4 CONMTE SET WrM MGP PAD af 'U -kV� zkc; ill Nkir-�V� I; 61 • SfNGLC- WWrz LJNrT8 REWRE GUS WARD ELZ TIE PADS We VNCZF,WIDE ANt-iivRAm 4 _SrANDS - 10 . INSEALLATION DETAIL -Z TIE DVIN SWEM &ND W-FTly,cam.- APPP,OV2D SLWECTTG()0&RBCr30M tfMW A""Drm D= og Am aw my MuT;wm-a<uwvmmm cr XZVX LAVV3 ANO jqaX.000M Sub of oxmil Dqwvmt4rBad M4 umnWly DW= OF CUIDPZ AIM MANDARDS (Ito -MOM) M PEI:a AppyM �/m lW-1 IPERAtANFNT FOUNDATION SYSTEM ARESCO - GUS GUARD COMPANY hoxox in - -YS V CATM EALLEY, CL 953D6 519111 -4m; --mS%"AXl9XdWxd"9 3 k2 - ?"PO 5-2-0 7 SHEET 3 OF 3 �j i�:", Al. • 26 Z -'R 2 12 BACKFa.L W/ AC ASPHALT SEE VMR MWkBTE FAD THCKNESS, f -o,6 TE SE CONCRE ET VATH CDWXEM PAD WRW fW-An OR EQUAL Zr FROM CMER TOTAL 4 CONMTE SET WrM MGP PAD af 'U -kV� zkc; ill Nkir-�V� I; 61 • SfNGLC- WWrz LJNrT8 REWRE GUS WARD ELZ TIE PADS We VNCZF,WIDE ANt-iivRAm 4 _SrANDS - 10 . INSEALLATION DETAIL -Z TIE DVIN SWEM &ND W-FTly,cam.- APPP,OV2D SLWECTTG()0&RBCr30M tfMW A""Drm D= og Am aw my MuT;wm-a<uwvmmm cr XZVX LAVV3 ANO jqaX.000M Sub of oxmil Dqwvmt4rBad M4 umnWly DW= OF CUIDPZ AIM MANDARDS (Ito -MOM) M PEI:a AppyM �/m lW-1 IPERAtANFNT FOUNDATION SYSTEM ARESCO - GUS GUARD COMPANY hoxox in - -YS V CATM EALLEY, CL 953D6 519111 -4m; --mS%"AXl9XdWxd"9 3 k2 - ?"PO 5-2-0 7 SHEET 3 OF 3 9 CENERALWTES GUS GUARD 711Fll DESIGN LO.1DS : LIVE LOAD - 391,9. FLOOR 1.111E LOAD - 411 PSQ WEND LOAD- 30 MPH EXPQSU}tE -c St:JSMICZC6E -4" • SNOW LOAD 100 PV THIS FOUND,AT14ON SYSTEM IS DESIGNEETO BE CONSTRUC'T£D ON A FA3Ri.Y LEVEL STTE WUH NO MS't7N0 SM PROSLEW— CNASSI.S REAM S3JPPMT SHALL BE LOCATED AND SM FOR THE LOAM AS5HOWN 1N THE?dCM&E NOME D4STALLATION iN17RL'C-nm IN AREAS WMERE DIFFERENTIAL s:(ENT {DS.) CAN OCCEIFL MANUFACiLWLED . HOME S iAL.i..13E READA ISTED WHEN D.S. EXCEEDS )!4- OR WHEN TI- WILL BE AUVERS> L.Y AFPECr WNUFAC URD }TOME IP47T. CARRI- ALL FOXMGS DOWN TO FIRM. TJl`ID1ST-JRBED SOIL. FOOT11*5 ARE AS� FOR 1 NX] P7 TOT.1L. LOAD SOEL PRESSURE AND SHALL BE COWATMLE WrM LOCAL SM CONDMOmS. COWACTED SAN7D ItiSAY BE LESED TO FILL LOCAL VOWS UNDER PAM STRllCTLlRAL. STEEL FABEUC•ATE ACCORDING TO ASIC SPECTICATIONS. WELD ACCOPDING TO AW5 SPeCTi TCATIONS ELECTRODES -370 FLATSS -ASTM. A-" BOLTS SAE GR 5 -ASTM A444. ASTNI A3725. • THE GUS GUARD ASSa4BL.IE5 SltO WN BELOW SHALL U LISTED AND LABELED BY BSK AND ASSOCIATES FOR TETE FOLWWING LOADS: ALLOWABLE LOADS HORIZOWAI VERTICAL GUS GUARD T67-1 27W 6QCOW GUS GUA.RD AIGP PAD Ufjos GLS GUARD E -x TM PAD 22OW 6000* ERnUNG PREL VIRNARY DiSPEC ON. THE FSTWATOR SHAD Eta THAT M0811. -E RONIE CHASS[S REAXiS ARE QF STANDARD SECTION MSTTNG COACHES MAY BE RETRaFi' TED TO RESIST MS,DC FORCES 13Y INSTALLWO CUS WARD TUF- t UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOLrNDATXN PLANS. THE GUS GUARD ?TIFF -1 SYnMMS ARE SAFE FOR INSTALLATION IN FLO D R_MN AREAS We -RE DEPTH Of FLOCDU443 DOES NOT EXCEED THE HEIGHT Of TERM F1S£1•, WJLTU'-LE UWr INSTALLATION IS AC)GEPrA.13LE PROVIDED TIM NUb MM CC TUF-1 LI TM MOM EACH 1041T IS THE SAME AS SROWN REQUIRED PER EACH' IRM. L2. SENQ_E-WIDE UNITS REQU M ADDITIONAL RESTRAW ' (SEE SHEET13) s 13. ALL METAL COMTPGWEns AND A17ACT• MENTS nIMS SHALL BE I•'RaTECrM C7Lb4TFD. ; •'`'~ 14. FOR IAGP PAfl,S USE 1 !!8 EXTERM PLYWC)OD WITH WOLMANIM TREAT& NT TD 4.40 NIAX PCf RET EIN1 M, WriTf DRYING AFTER TR.EATMD T. ts. EIGHT H AVY-waO TT K ASTie AM STEEL PADS MAI'RE USED IN PL-4CE OF W{u.Jwd� PADS. 16. L •Z TIM DOWN USED ON SWG -F-V F, ROUND STAKES JJA X M MAY BE USED tN PLACE of Tm l "X 318" FLAT BAR WHEN SaL J5 FXlREMMy MARL) QR IN RUM HOLES MAY' aE -DR9,LM WHEN NECESSARY. 17. GLX GUA3ED T1IF-1 FOUWDATICN SY5:�1 PROVoES AI IDwABLE SNOW LOAD TO I Od Pa"F W)IEN !?#STALLED WITH 0GS INC S:'ANDARDS REQUDtED BY COACd MANIJFAC JR.ER OR R>---. T�rF=-S ON A OM TO (*X. $AST$, _18• F 10ATION WC -4{.S 16"x l6'�x 1]' Potmm IN FLAG= AT GROUND Lmi mAYBE LLSED- AT I! t9TAU.Es'lS MSCRETiON. AS ALTIWATT1& TO PADS, VARIES 1Q' -- w .S£E TILLr o4 sN rra Ll Li 9Y T'ila-? ..= AZTllrcER _ TYP. s El F.] ao mmax3fam NOUNpp17n SY3713'1 HR&IXH AX'D S: FcTy CoM S13Cr= A PPR OVET) SURISCT TD C'0KRE=aM )IMM Jas W%kLv=►ar hunk mCRAMM" P OMmm CQ oa,UXN noi lowDam a. APPM&RCS MCMIA'n mo F=L4.cmwG mor s3c�ab.nc °°`4'M�0' COCU23 AND StkNDAM l¢4t�++rJ • � i2,� . l PADS 1N ANY PADtMAY ST'AMARD Ilii i�LU�►ATTON;?i�72S BEl�u4i>E�Sy] AS �Byf 7Y�•ITA, �?AA�NWACTURiR s CKi1 OTHIMSEDE CR THE DiGNEER 1 1 CAL 1LYtOUO-Wt TO AVrXD CLEARANCE PWOLEW. SINGLE ?+VIDE UMT s Ea 4.8 VMAX DOUI LE i+ ONE" UNITS ABMC�O - GUS GUARD COiWA:�i' E= 2' f 1' P.QBO.X 128 S= e' 1 r 2z CA'InT'S vALJ-Ar. X, k;A. 95306 Y1B9.9a�6- LAK - M SEERIS' SUPPORT PAD TYP - TUF-1 PERAUNMN7 FOUNDATION SYSTEM 2 OF 3 - -.W.? r . I Z :� r 3• s. 9 CENERALWTES GUS GUARD 711Fll DESIGN LO.1DS : LIVE LOAD - 391,9. FLOOR 1.111E LOAD - 411 PSQ WEND LOAD- 30 MPH EXPQSU}tE -c St:JSMICZC6E -4" • SNOW LOAD 100 PV THIS FOUND,AT14ON SYSTEM IS DESIGNEETO BE CONSTRUC'T£D ON A FA3Ri.Y LEVEL STTE WUH NO MS't7N0 SM PROSLEW— CNASSI.S REAM S3JPPMT SHALL BE LOCATED AND SM FOR THE LOAM AS5HOWN 1N THE?dCM&E NOME D4STALLATION iN17RL'C-nm IN AREAS WMERE DIFFERENTIAL s:(ENT {DS.) CAN OCCEIFL MANUFACiLWLED . HOME S iAL.i..13E READA ISTED WHEN D.S. EXCEEDS )!4- OR WHEN TI- WILL BE AUVERS> L.Y AFPECr WNUFAC URD }TOME IP47T. CARRI- ALL FOXMGS DOWN TO FIRM. TJl`ID1ST-JRBED SOIL. FOOT11*5 ARE AS� FOR 1 NX] P7 TOT.1L. LOAD SOEL PRESSURE AND SHALL BE COWATMLE WrM LOCAL SM CONDMOmS. COWACTED SAN7D ItiSAY BE LESED TO FILL LOCAL VOWS UNDER PAM STRllCTLlRAL. STEEL FABEUC•ATE ACCORDING TO ASIC SPECTICATIONS. WELD ACCOPDING TO AW5 SPeCTi TCATIONS ELECTRODES -370 FLATSS -ASTM. A-" BOLTS SAE GR 5 -ASTM A444. ASTNI A3725. • THE GUS GUARD ASSa4BL.IE5 SltO WN BELOW SHALL U LISTED AND LABELED BY BSK AND ASSOCIATES FOR TETE FOLWWING LOADS: ALLOWABLE LOADS HORIZOWAI VERTICAL GUS GUARD T67-1 27W 6QCOW GUS GUA.RD AIGP PAD Ufjos GLS GUARD E -x TM PAD 22OW 6000* ERnUNG PREL VIRNARY DiSPEC ON. THE FSTWATOR SHAD Eta THAT M0811. -E RONIE CHASS[S REAXiS ARE QF STANDARD SECTION MSTTNG COACHES MAY BE RETRaFi' TED TO RESIST MS,DC FORCES 13Y INSTALLWO CUS WARD TUF- t UNITS AS SHOWN ON THIS PAGE OF TYPICAL FOLrNDATXN PLANS. THE GUS GUARD ?TIFF -1 SYnMMS ARE SAFE FOR INSTALLATION IN FLO D R_MN AREAS We -RE DEPTH Of FLOCDU443 DOES NOT EXCEED THE HEIGHT Of TERM F1S£1•, WJLTU'-LE UWr INSTALLATION IS AC)GEPrA.13LE PROVIDED TIM NUb MM CC TUF-1 LI TM MOM EACH 1041T IS THE SAME AS SROWN REQUIRED PER EACH' IRM. L2. SENQ_E-WIDE UNITS REQU M ADDITIONAL RESTRAW ' (SEE SHEET13) s 13. ALL METAL COMTPGWEns AND A17ACT• MENTS nIMS SHALL BE I•'RaTECrM C7Lb4TFD. ; •'`'~ 14. FOR IAGP PAfl,S USE 1 !!8 EXTERM PLYWC)OD WITH WOLMANIM TREAT& NT TD 4.40 NIAX PCf RET EIN1 M, WriTf DRYING AFTER TR.EATMD T. ts. EIGHT H AVY-waO TT K ASTie AM STEEL PADS MAI'RE USED IN PL-4CE OF W{u.Jwd� PADS. 16. L •Z TIM DOWN USED ON SWG -F-V F, ROUND STAKES JJA X M MAY BE USED tN PLACE of Tm l "X 318" FLAT BAR WHEN SaL J5 FXlREMMy MARL) QR IN RUM HOLES MAY' aE -DR9,LM WHEN NECESSARY. 17. GLX GUA3ED T1IF-1 FOUWDATICN SY5:�1 PROVoES AI IDwABLE SNOW LOAD TO I Od Pa"F W)IEN !?#STALLED WITH 0GS INC S:'ANDARDS REQUDtED BY COACd MANIJFAC JR.ER OR R>---. T�rF=-S ON A OM TO (*X. $AST$, _18• F 10ATION WC -4{.S 16"x l6'�x 1]' Potmm IN FLAG= AT GROUND Lmi mAYBE LLSED- AT I! t9TAU.Es'lS MSCRETiON. AS ALTIWATT1& TO PADS, VARIES 1Q' -- w .S£E TILLr o4 sN rra Ll Li 9Y T'ila-? ..= AZTllrcER _ TYP. s El F.] ao mmax3fam NOUNpp17n SY3713'1 HR&IXH AX'D S: FcTy CoM S13Cr= A PPR OVET) SURISCT TD C'0KRE=aM )IMM Jas W%kLv=►ar hunk mCRAMM" P OMmm CQ oa,UXN noi lowDam a. APPM&RCS MCMIA'n mo F=L4.cmwG mor s3c�ab.nc °°`4'M�0' COCU23 AND StkNDAM l¢4t�++rJ • � i2,� . l PADS 1N ANY PADtMAY ST'AMARD Ilii i�LU�►ATTON;?i�72S BEl�u4i>E�Sy] AS �Byf 7Y�•ITA, �?AA�NWACTURiR s CKi1 OTHIMSEDE CR THE DiGNEER 1 1 CAL 1LYtOUO-Wt TO AVrXD CLEARANCE PWOLEW. SINGLE ?+VIDE UMT s Ea 4.8 VMAX DOUI LE i+ ONE" UNITS ABMC�O - GUS GUARD COiWA:�i' E= 2' f 1' P.QBO.X 128 S= e' 1 r 2z CA'InT'S vALJ-Ar. X, k;A. 95306 Y1B9.9a�6- LAK - M SEERIS' SUPPORT PAD TYP - TUF-1 PERAUNMN7 FOUNDATION SYSTEM 2 OF 3 - CDI° FIRE SAFiT "REQUIREMENTS IWOAP1 PERMIT# " NAME Under, authority of PRC 4290, the followiLag checked items are required t by the Butte County Fire Department and are 'made a part of this permit. } These regiiirements are minimums , and will be superseded by Butte County local regulations which equal or exceed these standards,. Field inspections 'will be made by the Butte'County tuilding Department for cornDliance.. 1272.00 Maintenance of Defensible Space. To ensure continued maintenance of properties in conformance with these standards and measures and to assure continued avail- ability, access and utilization of the defensible space provided for in these standards, annual maintenance: must be provide for by the hand owner, 0 ?lYa ;;"wad► Standards 273.02 Surface . All drives faces and: st;►:uctures (bridges, :8 11273. 07 culverts and other •- rel Arte-iant structures which supple- ment the roadway lied or shoulders) shall provide unob-- structed access to conventional drive vehicles, includ- ing sedans and fire apparatus weighing up to 40,000 pounds. ] 1273.03 Grade. Ijot to exceed 16 percent unless paved, 1273.04 Driveway Radius w L] 1. No roadway shall have a horizontal inside radius of curvature of less than 50 feet and additional sur- face width of 4 feet shall be added to curves of 50- 100 feet radius 2 feet to those from 100-200 feet. 2 The length of ve3`tickl curves in roadways exclusive of gutters, ditches and drainage structures designed to hold or divert water shall be not less than 100 feet j ] 1273.05 Turnarounds. If required, will have a minimum turning radius of 40 feet: from the center of the road, 1:273 0S Turnouts. Shall be a minimum of 10 feet wide and 30 feet long with a minimum 25 foot taper oa each end. [ j 1270.10 Width. All driveways shall provide a minimum 10 foot traffic lane and unobstructed vertical clearance of. 1S feet along its entire length. Page 1 of .2', Ile T 'VV @ ERECTION OF THIS BULDING, w 1 1273.10 Turnouts. 'Driveways exceeding 150 feet in length, but less than 800 feet in length., shall provide a turnout near the midpoint -)f the driveway, Where a driveway ,exceeds 800 feet, turnouts shal.1 be provided no more than 400 fee%- apart. 1273.10 Turnaround. A turnaround shall be provided at all building sites on driveways over 300 feet in length and shall be within 50 feet. of the building. 1273.111 Gates 1. Gate entrances shall be at least two feet wider than the roadway it serves, 2. The gates must be located at least: 30 feet from the roadway and shall open to allow a vehicle to stop without obstructing traffic on that roadway. 3. Where a one-way road with a single traffic lane provides entrance, a .50 foot turning radius shall be used. Fuel Modification 1276.01 Setback for Structure Defen-eible space., 1. All paroels 1 acre acid larger shall provide a mini- mum 30 foot setback, for I-aildings and accessory' buildings from Roll property lines, and/or the center of the road. 2, For parcels less than I acre, local -,14risdiction shrill provide for the same practical effect, See other Requirements bel ow. Disposal of Vegetation and Fuels. J)Jsposal, inoluding chipping, burying., burning or removal to a landfill Site approved by the local juriedictiono, of flammable vegetation and fue�ns caused by site development and, construction, road and, driveway construction and fuel modification shall be completed prior to completion of road, canstructiOn .,r fi.tal in'spection, of A building permit. page 2 Of 3 Yn �a li 4zr ,1 I ��tqo„ 4d�r n j IM1 a � AU # PERMIT # NAY41E ether Reggirementa I ] If Building Setback is 15 to 34 Feet .. C] as,,a A or B roo E Enclosed eaves C a if Building Setback is Less Than 15 Feet Choose any 3 of the followings - ?fetal or, no doers on tide toward property Line with insuffi- cient setback Class .A or B roof with enclosed eaves Interior automatic eprilkler system per NFPA 13D Glans area not to exceed 10k of wall area toward property line with insufficient setback - Siding from the following list Stucco - 3 coat Hard. -Board or Plank Masonry Masonry veneer Metal Cthex Butte County Fire Department approved materials 11 �_.y.:., .-.: i'.�,..1-.....hY'zsr<ayA�.KiL'c.%a'��«-%�Ac:.�.'-:v�F.:c�roc,.K %».at:4.�+"anave�aa4 of �11 SPECIAL INSPECTION NOTE In addition to the inspections required by the Uniform Building Code Section 305, a Special Inspection is required on this building in accordance with the Uniform, Building Code Section 306., Duties and Responsibilities of the Special Inspector. 1. The special inspector shall observe the work assigned for con— formance with the approved design drawings and specifications. 2. The special inspecLor shall furnish inspection reports to the building official and the engineer or architect of record. All discrepancies chall be brought ro the immediate attention of the contractor for correction, then, if uncorrected, to the proper design authority and to the building official. 3. The special inspector shall submit a. final signed report to the Building Department stating whether the work requiring special inspection, was, to the best of his knowledge, in confQrm-ince with the approval plans and specifications and the applicable workmansh.p provision of this Lode. 4. The special inspector shall advise "he contractor that Building Department called inspections cannot be delegated to him, so inspections must also be made by Butte, County. 5, Any change i.n special inspection firms made after permit issuance sh.all be approved by the Building Department prior to the new firm performing any inspections. 6. Special i,.-,pections are in addition to the regular inspections perfarmed by Btsct County Building Department. County inspection approval and sign of�` is not to be construed as authorization to proceed with work whirh rGvers or otherwise prevents proper special inspection. Sper Lai I r,,�pp�" 1, iFtn i F, re, sji red for the f')l I owi ng "At em'� : REI!IF+,"'R"'"' "NCRIVI111(TAKING OF TEST SPECINENS, PLAMMINT OF REINFOR IN AND PLACING OF CWXR1.'TE/ P: Vog�j SEAR -5 a}a M' A"ItN"i!-"� Lo CO ca to ul L w ES-1l ES— li AL-13L _ AL�-13f2 o ca 5-0 _ G--1 G-1 FC-51 5-0 FC52 2«-52 BA-»fi0 T1'P I FOR CABLE: BRACING T � ,�,_ DETAILS SEE GZ z0 o FR�MING DETAILS SEE G3 16-2 LAP, FC-94 AT EACH END OF � � , � ,� , � "�,�,• `.. ' CABLE TO CORNER COLUMN. 33--0 OUT OUT REO STEED CC-1 C-1 Cc_2 C8C16 EVATTUN _ "-=r EL � T COL. �• � INE � A ddUU p 1 F '^� "�, •,c-__..:ase �e;m:�.:,:.w:�r. .�a Fa- :=.-,x�.� .y.�''�' j..>�` ..+ih......a .�M,y�..,:.,-ctr^--1M�,��. ' _ x f� ANCHOR BOLTS 0 Z.Z 0 U-1, aw Gr;JN—MAL- NOTES 1112" 1. THIS BUILDI14G IS DESIGNED FOR THE. FOLLOWING LOADS IN ACCORDANCE WITH THE 1991 UBC. BUILDING CODE, M. ROOF LL = 20.00 psf WIND LOAD = 90.00 mph or psf EXPOSURE B COLLATERAL LOAD = 0400 psf A SEISMIC ZONE 3 ;y4" 0 TYP AN( 0 Ty CRANE 'NIA TYPE N/A ANCHOR BOLTS MEZZANT14E LOAD., LL = N/A psf 4" 2 I z DL m N/A pof 4 2. ANCHOR BOLTS AND ANY OTHER ITEMS EMBEDDED IN CONCRETE 5 �/2 INCLUDING ALL MASONRY FASTENERS AND ANCHORS, ARE NOT 5/2 BY SUNWARD, 3. FOUNDATION DESIGN OR ANY OTHER CONCRETE DESIGN WORK IS NOT BY SUNWARD (CONSULT A LOCAL ENGINEER FOR THE BASE: 6 8" DESIGN OF FOUNDATION AND I CONCRETE WORK), 4. BASE PLATES ARE DESIGNED ASSUMING CONCRETE HAS A wl 0 (TYP) ANCHOR BOLTS SIDEWALL y SIDEWALL El) SEE ANCHOR BOLT SETTING PLAN FOR ANCHOR BOLT DIAMETER BASE: 6" x 8" ANCHOR 13OLT SCHEDULEMINIMUM STRENG-11€ OF 2500 psi AT 28 DAY$'., 5. BASE PLATES SIZES ARE 3" x 8'0 UNLESS NOTED. 6. ALL REACTIONS ARE GIVEN IN RIPS` (1000 LBS), MARK QTY, DIA. LEN.A B C PRO,. A63-7rr-- - MATERIAL SPECIFICATIONS 1 18 34 j-5/2"1'-3" 2� 20 1. GIRTS, PURLINS AND EAvE s . TnuTs* ASTM A570, GRADE $S. 2. 11 GA. AND 7 GA. WEB PLATES AS UJ A570* GRADC 50. 3, 0.25 AND GREATER WEB PLATE: AST?A A572, GRADE 50, A-307 ANCHOR BOLT c 4. BAR STOCK: ASTM A529 MIN. 5. SHEETING: ASTM A446, GRADE "E" 80,000 p4j. S. TRIM, ASTM A446, GRADE $0,000 psi. 7. BRAC`INO; FHS ZINC COATED STEEL MRC STRAND C0NP0AWjNG TO: ASTM A475 -72o. 8. ANCHOR BOLT: ASTM A!107 OR A.16 ROD MAJIRIAL, NUT 9, HIGH STRENGTH BOLTS: ASTM A32S (US&40 %lif.-RE SPL 'rCIPIta A ON DRAWINGS). ASTM A32$ SOUS ARE DESICN0 AS DEAPIt4, r(PE CONNECTIONS AND 7HREAD$ ARC It4CLUDED 114 Ne g4p,,g PLANE IN THS; DESJVJ OF DfE% BOLTa VERIFY LENGTH AND WIDTH DIMENSIONS 6e wqvtuq CHECK YOUR ANCHOR BOLT SETTING PLANS TO MAKE CERTAIN THAT THE DIMENSIONS LISTED AGREE WITH THE DIMENSIONS ON YOUR COf T ..M -A .µ, .. .. � .. . . .. a -✓, a {-.. •, .;... ,: lr r. a., lr":.. ... . y , _,. , .. ,..,,- r:.. i, ,. r-.-...�. 1 .. .�. r, ;4n,. ,a ..y r✓w a 'k. :.0 c,i. I ,,. ,th., ...... . . . A(s Mme, W ti i no . " me. �sz i r6 --�5 7 57 '$Carl r Fc -517 517 a � m I Ytu _ ti - 50 At LvMf4 SAst FC -4. AT END OF 0 3-3 16- 3-3 9 IRS' AT OPEN SIVE OFCCRNER COLUMNS, FC -00 FC -64 AND FC -61 u AT Raltk PEAK SPLICE, t--aLsuT a D.STEtL FORN WALL DETAILS AND CC -2 'eC-2 cc --2 .. cc -2 SOLS' l���i1�IR MEN Stt G - $Cs y6 sc8c"o 'ScsC18 scam 1`al'1R wf.K F„Wr 4fW4. SGC ELEVA. T I u ', A T tt{{ I. '//- 7.E1 L,�-3 , ul, I A- �',•'�.� �'aC{.% � � � °r n � e r 1: � t ri gsy, y 9F � d! �ai� �A �'•� � �, u,,, �,,. r�� 4i �` Edi w, r � ■ F R A M E R E A C T 10 N S ENDWALL COWNIN REACTIONS LEFT EH- 10.000 FT. LEFT RS 2.000/12 KI GMT EH- 1 Q, 000 FTi RI 6HT RS: 2.000/12 FRAME LINE 0 DI STANCE TO PEAK FROM LEFT SIDE: 12. 000 FT. OL LL DL + WL L COL. v v fifi -24.0 LINE H HL HR >B VL VR FRAME LINES (G10915 1 Otil LE)i NG L 'bs oA DL LL WL L Wt R SEI L SEI R COMB COMB # 2 COLUMN REACTIONS (KIPS) K VL HR VR SUNWARD CORPOPWFION CON ,154 b! 0.76 0. 18 Q. 18 0.76 1.08 3, 96 1.08 3.96 -2. 955 -4.75 O.50 -2..89 0,, J0 -2.8,8 -20 951 -4.76 -0. 13 -0. 10 0.13 0.10 0, 113 0. 10 -0.13 -O.Io 1.27 4.72 1.271 4,72. -2.,771 -3.99 0.68 -2.12 NOTE,*.LOAD COMBINATION$ LISTED ARE NOT COMPLETE FOR F'OUNDATION DESIGN. IT MAY CONTROL BY DOING ADDITIONAL COMBINATIONS OTHER, THAN LI S TE 1). L OAD CQMBT NAT ONS. Oma I--> 1.00 X(OL+ LL) COMB 2->- 1, 001 X('UL+ W_L) SASE PLATE SUMMARY: L. COL. 6. OOX 9, 0,0X3 5/4.' 0: A -WS R, CCL; 5.00X 9 00 3/4 &0,"S 1, THE P05ilTIVE DIRECTIONS P15GR THE FRAME COI.%01 PEACTIC"S ARE HCAIZOINTAL ifWAR0 irDIRECTI' 014 TO THE WERV; CA,' UPWARD IDJARC'Ctje�;R F'CAt: C'S ISN ;S�JnV .0 REACTIONS, FOR WIND LOAD (QUE TO X -BRACING) COL. LINE(S) FRAME LINES H v a C� ►, i _ z.8g , J(A -6 '`Xj 0 ltoy I - L' SUNWARD CORPOPWFION CON ,154 b! FRAME LINE 03 0A_5 25) 2.83 ()-o9T_ -6 REACTIONS, FOR WIND LOAD (QUE TO X -BRACING) COL. LINE(S) FRAME LINES H v a C� ►, i _ z.8g , J(A SUNWARD CORPOPWFION CON ,154 b! Boyer REGENCY STEEL 5Y.2", -ES G. PICHER 24X.�3XIO 2.00 :12 Cw<Xheck a BUTTE MEADOWS, CA 14ONC R. `X G 10 8 1 SHEET NKA. OF ® cy7 N� -- PURLIN CLIP PC -60 - C;L.tY E*C-t'Cb (RS.) ONLY b �. .+. . 0 Flt n ek CLIP •s«uw>;vr .. a -q+ t: '" - � %i , "� �.. I'I' �tl Aw `y �� ';%.. ,sr.,t'; � �i�. ,� ,. 3+ s .;w :x•T.;^.;M_._;.. FC -.6 ^"".' Cox, ' r... (N ) ONLY p * q RAI. .w �*;„'.....^.,..�.,`tk::„;r;;;^3+'5,x'h."r{>"'a++x, M T »fir Y {t{ : ! ,! .'� F j' r Y;�,+,+ ur' k uYwa{ ,M!..:rM `enc ,ey •. �,k. a;e.=.wisR'-.s<:.4 crwwd w, sow ENDV,'ALL r ( {{ f! � 0 �( t 4 war , RAFT 7R ,. C - ► a � I' � ► r; ,A}!' O�. � A:ww "44� T"r�OU t ;��`,N ,,+,,. ..... ,., F'f" .'iY, '+---»w.w. CLIP FC -63 �. r e� T k I` (to) 'h" o x t'/+" � `; P�a�•.���WA,tk� � + A �. �� rt A325 BOL1''t " ` \, CLIP FC --57 CLIP F11,11-11 � 4 1 V CLIP FC- 58 + 1 54y ��� � �:; , to eat sir xxa+ wl CL!F FC -57 n COLUMN AT LtrrES--.a.ENDWAALL. � � A ;,n r.. .. ........, t 1 tfi. LORN1 P ► r k y }t Imo' LC-Urfrt: ' AL -13R LIMP Y! AT LIME. •. ._. A.'i' L;il`af=, ,T .y'�,�iy.,twA' . °. CORNER COLUMN t 0 tNDWALi RAr-ttR :1 PEAK DETAIL L WITH CENTER COLUMN PE • T. .� ..,,. -. nl� DETAIL 1t ti' '"H0U � CEN � R' C'Op t.�SN � ;� . � . * g � cz �. �. � „ ,, �!4... �. { - 4U..r1k�Wd.iLFl+lf' (t �h. +fir li �. , .+A �;,: 17 Z F .. ,i ...� �NDW,AU. GIRT .r.,..... ..._G',.Ir� FC -4 �� �. � X Y �M.wPc Sw »w J<'lp +1KfiP5M . .9ri 1 i 1 ..ND WALL COLUMN (tA) CL.IP C'.r 1. A ►4OT+h TOCLP FC�i . -N% ANG " U.N.) t i�^`__ __.___ _^.__ _ i 4 "`, 'b r*t wtg ryMa: t itr M t �.�y �,�,�„W .,kk�` �u,.�M 'arca.. ac��•;+� �> �` �.�'„ ,.�! Via` i { 1 isAL ' L C*44 1 iLIP-4 } I y y I+ yT ,. , _....:. r. : 1 tt•-•:—• k'h- .. �:a�4- N F R A �A E.' P �. �`r-----CORNER COLUMN �'.: J L.�— _. -- r"�Df� Nar.t A r; N. ' ® 65le Z SIDS`WALL GIRT o �z. Z ENDWALL PURLIN `- 'o G'IRTS . TING CLIP FC -52 AT LINE, tj ...1�+-----N4'LL rAF"TFt �« '. - UTO COnN R COLUMN' DETAIL 6 GIRT TOENtlWALL COLUMN D�A1L LIN TO cNOWALL RAER iTAII, CtrP 2 C SO cNDWpLL COLUMN 4�„ & t+ ! CARNE i r t t -----a~- 2R COLUMN CLIP (2,� FC 5C ` t Y t jz A 325 BOLTS y Q� ��iS Q .:. .11 �--:� Myr „.. ittr t ,:� {2) �.t IS t fir'?` ------��►' h A CNOR BOLTS,A...a 9C►LT5 yV,',.R q A-30 ' ' ANCwo'U 4wok� w✓ r"� a i l " �t BOLTS '� l� •+ tow j BUY KEMENCy ZTEhL Drowm 8' F. th j R LNDWALI. y ..«. r r t;NOWALL �;�A t?es.;�+3 f Chute.; �`f,;..:+ AT Lff`I I W .,�.._....' tragi Y - ....��.::: W ; 'NON NSR C�LUk.iN � 5� ..TAII. ENIJ ALL COLUMN �ASe- OMIL. 10 -- a,. tate w S1 ;.. T NO. riI 'OPc6! SCHEDULE OF �AC CESSORIES NO�RE D SCRIF'1.6— 0 �Xg�-06� FRAMEp OPENING W ` FULL TRIM SNR -1S' 4 � STG..14 BEGIN SHEETING STARTING. AT .YTEEL« LINE.0 wi r - r o` w w w 4KC-7) AV PEAK. CEt�TERt,INE OF HZ—RIB FOR SCREW PATTERNS SEE Gf FI GAp' U PANELS AS REQ R I ROOF �� PLAN R O O F � H E E TI N G PLAN FOR TRIM DETAILS SEE GS FOR SCREW .PATTERNS SEE G ELEVATION AT E-RAME LINE 1 t�51 BEGIN. SHEETING STARTING CENTERLINE OF HI --RIB AT STEEL LINE, FOR TRIM DETAILS SEE G5 FOR SCREW PATTERNS SEE G(v BEGIN SHEETING STARTING CENTERLINE OF HI -RIB AT STEEL LINE. FOR TRIM DETAILS SEE G5 FOR SCREW PATTERNS SEE Glo /2) STE-10 & 2) STE-14 ELEVATION AT COL. LINE A (1'2) STE-10 & (2) STE--'14 ELEVATION AT COL, LINE 53BEGIN SHEETING STARTING CENTERLINE OF HI—RI8 AT STEEL LINE, FIELD 'CUT PANELS AS REO`D AT GAB AND FRAMED OPENINGS). FOR TRIM DETAILS SEE M FOR SCREW PATTERNS SEE Va SNP -1$ SIG --14 ,ATG 1 tv in nP' V t-4 ` FTC -1,'' ►�~ � � ter. �'; u E V0 f'AT A,L NE dew � „4 'R _rwfi: � 4'._rz ,My J .. r�. Lr��,j Y y )UT ca 1 + zacE ( sX..112X2-0 c� 5 X ,'13,75 X 0-13('-) 8.6254 X .170 X 1-0(+) ( 2., X11 X 0.1875 X h VERTICAL CLEARANCE AT' LEFT HAUNCH - 8-101146 'VERTICAL CLEARANCE AT PEAK - 10-4"3A6 HORIZONTAL CLEARANCE HAUNCH TO PEAK 10-7rj 4 a t c u a r �s b r • to z-� .�iwwfiF.smr Maen..� rgo, �. �t �..um w 'A' CORPORATION �* pr ,._ 9u ver PEGCNCf STEFj, Drown By: j/61F _. k", CuG, ,r1 k�.+ ER ' X' '..i X! Ql 4 a• deli , .. .:_ ,14 B r -'—�.-=.:. R:Qom:-:---.....�-.,_...._._:,'_`. .. �.. n...:+._:....� .:. . ,. 3.,-.��'i:=Y:P }r,.:=•.i-c�;. �]k.'�.:._...�:�: '. X5..'.:.2. .Y. . .Y..��. ..1_:.:.i.-._ _._8�. u: 'i -r ...i.-.�-�+:. _f4..rkF...ae ..Y�.:.� ......._ -.. ... I m acnc.�.;n•..�a":u=�=..:vm.+;�:'.-.:,.�....Ps-^err....—'..� `„�. ,.._ _ ._. �..:,..rm"+nw,�:�»�±r�s».�atiw,w.::�w.we,•....�.... _ _. IF�'� ... .,. 's-:. a `�. ..._.T.•�;.� _.T� ` Is � � ..: _ .....s..�. .. - J � y� •Whtk �r `iF`*pie . v: + � ;ren.-.�r '►w -' �>. .. �`b°��"� .a,.. `.: av �i S'f r> ,'fid yy_a k'� b �, ss ,,,: !'� ' '��� .g; '*I" N.: M.pv t - �"` "'.+ d" ..,.,�,,.... I' ., pt - , .. _..:,..._ ..", .. ,. •' �� � 1�. � q� � y �� i �. � "'.:44 kP :., .. ,� w2• :.:aw.-. -_.,. �:�" �.`i :: "° 1'i '" „i,"� +�" i. �. ,Mnr�'� ro«t1F�i,«c, ..�-z.�.' _ Y :... :-'F�.-.> L:.. .1.E3.f..•wYJ�+',r.�=asa....:.�-...:.ii q �1 v IN A,;a'rw IF � w'+S. � � "` b k >k '� f+'/ 8 r q {� _. .. . -. _- �Ktr.��+�hWxswarw«: ^..a�itait*fix _. _ . _ ray vim.• ^ ir:. sa ��� ,.mh s"'. ' � - -. _ iu�f #7 4-1 q6! I Wla 'I!-. ,, . 't"w'cw �� ,; ,km ;R _Fs xm , � � �•a � �:.,; � .a 1i, a ,� -a^ x� ,+��� ,x ,,,,,,,,..,K ' .... .� K` s� XF a;.: i• • .w. }rte i�' 'k1V}. 4 P/k 5' �+ W Mm Wl`, ?W" ,y�� .. fVM.aJdWNaae CA sr.. '� SP' E.y A. C 3 MJ M.r� �� ' la.��U� :I: fw�Y; �;�3 ._ .:-.t. s a�• :: � rrs-ur.Y�""'_.. i '�'V� �+F+w'�°' '}m'.� W« w 4. q,.* rwu...Q 1 1 ..ra+.a - 3':.=:. 4sh- atrx. •. a'$'� c' : t4 1� u'w�r+ ws+s;w.Y' « ~w. �'""' .. 9- PE — i. tF I♦= jhlnii*'''iM'Y'Aw �S1f�'- �lt'�'�'yk. ,�F .n �� iri' p�, !'°�� �}_+ �+'y �!!� cA-!•_. ��� �.:ur�w� �'y,w tr .�- 1'�,�,.:�+.%.ti �`w I+I' j�. RCM ��� �3.7iW� A,1'(` NI owl Al- 3) A* DIMENSIONS �4 ROOF BRAC ANG 46T MF RAF T� � � ��� g�"-W T � ; A ' �� y � �M :r% Ry�F � � Jwy � Y M ''4 r� 4 , ( r � 7y S7M47tif : N.�AC3�lf' "'—"_ Kr ,,., Z:. II ,�F'i d, k5.� Y, CAM C. 154 MAIN: kia -. ,+�, t��1�1+ARD COPPORATION OrdoW.1 By.y VDEWALL s.aEWau, Chei�.k sy.,.; "' yZ i lU`1"T r5 SW BRACING AT 'MF COLUMN 10 SW BRACING AT MF COLUMN 1 � w�� ` { P � µ $�I NCS, Jl , ..- CAV' 5 INSIDE CLOSURE rav Tlhi ROOF PANEL 11IIf1I� I z X 1 S.`�.5 OUTSIDE ;AYE STRIPT .412 .x 3/4" ?BALI. PANEL S.I.S. (1'-0" O.C.) 12 x 3/4'' S.;.S, NSIDE CLOSURE uUTTER STRAP AP (3'--0" O.C.) J12 x 1' S.D.S. ROOF PANEL SEAf UNDER CU =. SirtAP (N.S.S.) � zMslnE c�aU`—NAME LEAV STRUT WALL PANELL�L r F x �a.T.-moi. 1'--6, O.C.) ROOF" PANIC -- (SA -1 GANG M ,A� ASS.: M TRIM NA)' cNDWALL10 CASKET 1 ... —.......P. U,R.,.L..Z..N WALEPANEL ENOWALL RAEi^,. #12 x 3,/4r -�' NOT SHOWN 5.::... (1'--0" O.C.) FOR Ck.AP11-0 hAtC4CSUR� ���� ��" w' AY t r. Ik y 40 t 1. + , �aI b PAN-. EAVE RIM SECTION ION GUTTER SYSTEM SEECTION 2 GABLE 1 RIM SECTI N J PEA E � A� � �� v _ " Aim:« Ah ' a i A"wru PANE. _ fiL1NE J1 2 x 1r S .S.-1 i�""8p O. Cr #12 x 1" /wSD S.D.S. ��`.`�w O. W♦ ENOWALL - .•# 12 x 3 d'.S.T.S. ANE f'.w 1 DOOR JAMS BOOR JAMS �':.LlxK y u HEADC C uiY3..9:f- -i Li WLFANS WALL P�NEI ipsliorw on `�✓' IN �°�.Cr►��.. CORNER---*'------� SiDEWAI. PANEL #12 x 3/a" S.T.S. 3/1' S.T.S.' Oi�.M*JfR 11 01 .. HEADER TRIM -7 JAMB TRIM -- JAMS TRIM— CORNER TRIM DET AIL 6 DOOR JAMB TRIM6" r DOUR JAMB TRIM 1'-- 0" 8 HEADER TRIM C. o+• , 2 Y�ww--w11i1MMFflYT1 15 �1 .. +� �,MW 1Y; .... .. � SUNWARD. CORPORAT101 uj : ✓ x : : Y�y .� IV Suyer » aC:Y STEEL orawh �Y. r.. .*i� : %y' 3 yyr.wp 1.. V6iJls Y L1W.rJ 5 }r("lkw:elyy/. Ji,{/t�tr}y1y{A-� ljStdli�:.:. SU ZNZ Sit TTt MAL tA V 11Fl 3 Y p,0,No. tl or 1e M. .'m w• ''® F E ti.. RAFicR (S) BOLTS W/O f: -LG. BRC., (12) BOLTS W/ FLG. BRC. 1 PURLTN OVERLAP MAIN - S. W. G (8) BOLT'S W/O FL.G. BRC.. (12) BOLTS W/ F LG. BRC, GIRT OVERLAP RFMY >2TO12 PURLIN r FLANGE SRACE s AS REQUIRED r (SCE FRAMING SECTION) MAIN FRAME RAFTER (8) BOLTS W/O FLG'. BRC., (10) BOLTS W/ FLOC, BRC, 2 PURL.IN OVERLAP GENERAL NOTES t,) ALL BOLTS "0 BE 1/2" 0 x 1--1/4" A307 (U.N.) 2.) VIEW IS FROM OUTSIDE OF BUILDING (U„N.) 3.) ALL DIMENSIONS ARE �+ n . 4C www k' �„ ;7 �W ' Site 'e”, t .x /r+ n« wr_�'5n a� ' oa s ,.r+' w 1.a r J w. -' i7' as xr , ;t"'1.' wry"e• sa � v9x n�a q .A t� ,a aa�9 M: ''A N.. H - � ^ qa 4 � ��..-w. ws � w 1, -W9 A. �xsr'"�y '��.` Vksc* 'y✓,. k4(:. ,rms+ ;iI ,j +r .u�ww±U .7d "'"`:^ . r. ,r gyp" J Zo w. w...+ r NL:—S"— "� y �: , �.t .M•. r..� +..n ,.� b /�.,� t°i w.. INA' Y f S :w ri r rw. rrr� _ y � . g�,� �I'�,nr�: ��w«~.. �.yww�M, 3 T r. er.+ �a �. y �w s-^ '.'kyr .V„ rt�r� �+ ..+ray r+. � W �.� a �'1i 3.�"a+'t..,.s wr .^�� +..a'R,{..«.�' ,J o ,.'..�. �"�..�. 4r'Y fi'�..a`i �, � t... c'�, p' � � � v=;xw,,..+�*" �` � • . '_ kc,ma,. yv en ,.q; ^t a -x rt +a K �:,, rot::, +., r+a 4. ..ey+rw "'� � Ya .M ?^af ,� n �::�� .. _^ —,� -. ,....r�,,,,.r,,,,r r a " s 1 w' u„'q^.,w"r_ r"°"'�.wn r+ •- r e M++. :k"Y .:1 ..,'r, ,r 14 .=w> ra. ^. a �. : » �, r *r wr W+6 v.. ^W a _ y+. �'�� � tt PAIA rTMek a:w i llp _ A�� _ t %'Vt:• ''am+�r vk� :"Vca 0..=•r4"ur.-_9F` 1�. 1M✓' 'r�i C Ll r (� 10 ' 1 � . � p1M {r. a•5VM�'Fti l � s "Loll pp 36 r �(a V2rM1 a 00. 'i w«aaue r+r ` �*^.PANV"1. D L�: ,r ?f�y�,r��sF WA � PkI WARY p��'r�+�S,-� E#, .R�yn{y,��.PA��Cy�,,r NG %rye f4�µp SAS— D � Cj ���. tea' -:fu %OMs... Ii P.'.P B y rrCatl +w .Yxi ♦ `4+'.. 10.f V'''w�Iw+w1 �^Ar �Y Y�'V+ak^ia, /'� °'1 k.A A R A(IN A7 lN1—ERM50lA rT-E G RTS' ��+ C- MAIN FRAME COLUMN FC—FRAMING CLIPC 'F �� �^^ E �y( F y}��R MAINt � � � W t�T�] \ #.J���aa ��1 • `/y!{ SPECIAL CLIP KA, NOT APPLICABLE a 13'#M �VLS �nWrFs'4i' IJ�� F`14�k'.�7� Y1r '� ?ry+ �>a .C',i�"� `e� - ,. •,. *0 O AV090 'C .,. � � � � _ ��rr — _}�pt¢R �,f�`y� � `A��iyy� }�� ��1 CORNERr.UMN ALL , WMN +±�M��+\Yµi�^�^, Rc ^" PS— ��! �'` :. +:, Rlocl a r:'!' � oI y� fir` i'f r : N.S. �y FAIRSIDE P Ail EAR Silo! MUS -1 S 'FOLLO �!�xLY OWN O�wV��ww � RUNNING �,rlf 3f\�NW �4iY"4�k � ► ER"^�^' �NO AL RAF -lc --R L. SW "r" y�ea.w,' G SIDEW^ ,e, N».Br , NOT .BY SlUNV�ARD , .- CEJ,- DH— DOOR JAh48 DOOR HEOCR EW— f� � C� tINDWAL4, �`z�A�r4��1� C�. �€��� O.C. � ON<CENI � �� L L�1 jyf j{yyH�y y�, y, rl E.l, F' URRi.'1 AS a 0041 Y> 5rta I' w aJi r41 htTCRY A140 POLILOW SC"AtW t` i,! �«, 1` y A CMY * SPACING , � 4 l ,.. A7 IN`0:RRMEDIA� PURLINS. 0- P GIRT PUrrLIN � � — "�I�t .. � '5P'C AL R M o.:s. ter POSX, , HAND .�, FOR YOUR 0N'4 NI�NM ?...r�4.�:: AC2YV� SINW; q OP � '04t ltKNE� OF INSUL � ��N You SILL �� � ��r � ES-- AV TRU �V u{�Y Ur���� �c " AC LONOV SCREM 41Xir'ZL� ��aLEr�roJ CABLE ;.,r". � i C 5C3'— Ri? CALL..: LACING C� _ .� .., .. .. . 5'Ib�WAt�I. CABLE BRACINCI N�31:CE & r'` IM. Ci (��?t�E `® �5%1s 1 ... .2 ... __ ✓y_.,, :R yr .. � . t� 1✓ 2w„ ��� ROOF,yy)�3 y}tr, ply G S�f�j �� d t ib t„A 6♦ 1 iliyW 1.A ..., "' .. ..� .... -.... .. r tC,�i . .si�i ' T It if ii (Hi': I i +'"a ... _ ..... -..:. ... _. R .... .. .... ..... .. ...:... ........ -... .. :^r Ur w, iG W _ ., ,C L aM � rI ,L..� I.ICH i Et�i t LAr� ....-.. ....... -. .. �. ....-.: .... __. -.. - Z % g TRIM DOOR D1EnD]E.R r3 ', "_" GIRT` cn GIRT a t{ G 9 FINISH FLOOR 1 ti RIGHT D00R JAMB TO E.W- PA%FTE- GIPURLIN1 2o-71-2: WP FC�16-5 2 L� 6-1/2 z c.PT' GIRT TO DOOR JAMB 3 t14 o L A-325 BC .�S bp0e &'AD67-' CLIP FC --58 I* L _ CL.jP FC 57 I \- HE:,AO,E 040WA1.L ,C.C74.UMN% DOOR .LAMP., , a �.l�.;, ccc.uMrr ~ra �N�,L A 5 D0OP r-'PADE —10 DOGS? JAMt3 i 6 wii d'pf+v.+w,�'Yy,��lf1 /l xypyy �V W�+W wJ Mt�ll� AA�/ l I -..,..ter �_.�,-_�......_—.,�:��..�nrr-.=.-•ems- .-s=r.��..�._..cm,_rs�.:-.ate=o:'r�r a,.�u:...ym-ar�'.m�>,w,�o--�^�...�•. .AwA"axs � � I >ti w ,. ... .. :''Aie%'tp.'1'ey>'Md•.use.skkke�+rd'�Y MawnfliJ3P:��'.'+�'ds1�FP+KttaS?•ttirotls:+s+Aw�s: •.—.�y+�vtkY7dNualhi�cs. -.-.-+s�*-oL+afa=zn�infri--e+tn.'�.:+.ty.cMri�w�,.mwNe+ra�u.�w.: w�w'm�wruuw �vxm O N� NO T t5: A- 3507 (U.N.) 0 2) ARr- FROM CLITSICE 0' R I I � x 1 i 1 f. CLIP FC --58 I* L _ CL.jP FC 57 I \- HE:,AO,E 040WA1.L ,C.C74.UMN% DOOR .LAMP., , a �.l�.;, ccc.uMrr ~ra �N�,L A 5 D0OP r-'PADE —10 DOGS? JAMt3 i 6 wii d'pf+v.+w,�'Yy,��lf1 /l xypyy �V W�+W wJ Mt�ll� AA�/ l I -..,..ter �_.�,-_�......_—.,�:��..�nrr-.=.-•ems- .-s=r.��..�._..cm,_rs�.:-.ate=o:'r�r a,.�u:...ym-ar�'.m�>,w,�o--�^�...�•. .AwA"axs � � I >ti w ,. ... .. :''Aie%'tp.'1'ey>'Md•.use.skkke�+rd'�Y MawnfliJ3P:��'.'+�'ds1�FP+KttaS?•ttirotls:+s+Aw�s: •.—.�y+�vtkY7dNualhi�cs. -.-.-+s�*-oL+afa=zn�infri--e+tn.'�.:+.ty.cMri�w�,.mwNe+ra�u.�w.: w�w'm�wruuw �vxm O N� NO T t5: A- 3507 (U.N.) 0 2) ARr- FROM CLITSICE 0' R I I � x Wrr Y V � L`a 1 hd'i � 4..�af^a �1 � . F d PROPER POWER -SAW CUTTING OF COLOR -COATED STEEL SHEETING As recommended in our general building manual, steel color coated sheeting: may be out with a power saw... ....IF it is done away from other panels unused or already installed. 1 M r F the interior bottom sua:ace of the panel is place UP and is .covered witch a tar , I<? "' ,` r., ace from hot filings and minimizes the chance Paulin (this protects the exten,.r (cop} surf g of damage.)r ..r.IF these filings ,gs are wiped pe d off bath surfaces before installation, ; ', ` , f., y,• �. i PROPER POWER -SAW CUTTING OF COLOR -COATED STEEL SHEETING As recommended in our general building manual, steel color coated sheeting: may be out with a power saw... ....IF it is done away from other panels unused or already installed. If these cutting precautions are nett taken, rust spats are likely to develop, Fallowing are the results of an examination ,.,,Dnducted by National Steel Corporation Research Center which proves that rust spo's on the painted surface of color -coated panels were caused by hot metal particles gery rated by an abrasive saw striking this surface,.. adhering to it ... and. suibsequertty ru .,tinge — - - Figure 1. Sample of color -coated panel showing rust spots on surface, NOTE: The above information vjso applies to filings generated when drilling hopes for fastening by drill screws, The exact same, precautions that apply to .power saw cutting should be taken to prevent rust spots when drilling. " 6 C IN 4.0 fn°s � : aS'M1�9►�'sl� � '�' Y. y� Y Fh Kv • x r^'kt• s- h ,Jw llf, iMl �. y_ ,� I Ir 5 Figure 2. 15X magnification photomicrograph of a cluster of rust spats showing particles adhering to painted' surface and rust stains surrounding them, 1 M F the interior bottom sua:ace of the panel is place UP and is .covered witch a tar , I<? "' ,` r., ace from hot filings and minimizes the chance Paulin (this protects the exten,.r (cop} surf g of damage.)r ..r.IF these filings ,gs are wiped pe d off bath surfaces before installation, ; ', ` , f., y,• �. i If these cutting precautions are nett taken, rust spats are likely to develop, Fallowing are the results of an examination ,.,,Dnducted by National Steel Corporation Research Center which proves that rust spo's on the painted surface of color -coated panels were caused by hot metal particles gery rated by an abrasive saw striking this surface,.. adhering to it ... and. suibsequertty ru .,tinge — - - Figure 1. Sample of color -coated panel showing rust spots on surface, NOTE: The above information vjso applies to filings generated when drilling hopes for fastening by drill screws, The exact same, precautions that apply to .power saw cutting should be taken to prevent rust spots when drilling. " 6 C IN 4.0 fn°s � : aS'M1�9►�'sl� � '�' Y. y� Y Fh Kv • x r^'kt• s- h ,Jw llf, iMl �. y_ ,� I Ir 5 Figure 2. 15X magnification photomicrograph of a cluster of rust spats showing particles adhering to painted' surface and rust stains surrounding them, / IMF ! ,1 x � !Y !r ✓�,'i�YI) )'�1 n� Y ' � k !yk r'I� ��1� P � 4 1