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040-020-142
Sip ¢ L' 040-02-0-142 96-1545 MATTHEW'S READYMIX 0 Skyway, Chico 1 1619 (add batchplant) Gus Gore Son 040-020-142 PERMIT#97-1082 MATHEWS READY MIX ` 1619 Skyway, Chico Ele Ser Ch/Batch Plant %1Q191 I _ 040-620-142' 03-2339 MAGALLANES, LARRl' 1619 SKYWAY, CHICO INALED Aft CONI': ALL ROOFING RE -ROOF �;...-w:,.,...r.,..,..,,;;;._�.,,,�,y�,,,....�,��y_.ae",n..-s.�..T��.�Y,._r.-..r.--.-+Fv'.r.*..�"�...'.*,Y,..r. � �^,r ••---�.-..i;. - .. � ,._-^�•- r'r.* .��:" -�� 's"+"•pRc�rl+r� .�.. h/`••, r 040 02U 142. 03=?39 MAGALLANES, L"ARP.Y* 1619•'S1CY\V.AY, C[I C0 CONT ALLIME NG ,RE-RQ.. Y' f ft COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION a 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7541PERMIT NO. (Rev. 12/96) APPLICATION AND PERMITiA 7 f X `I ASSESSOR PARCEL NUMBER �` /\ • I> v �J 1K1—:�J ZONING -LO (03 BUILDINGPERMIT O OWNER �I A Ll �,�I` ' �%,)I-) � N ct.. � 1. SO. FT. OCC. BUILDING VALUATION OWNERS MAIUNG ADDRESS Qy - :5 1'�'/ 111 T'l� CONTRACTOR'S NAME �Y C,4Jl TELEPHONE CONTRACTORS MAILING ADDRESS r 2(2 CONSTRUCTION LENDER LENDER'S MAILING ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ _ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ `' I& v G PERMIT FEE $ LOT NO. SUBDIVISIONS NAME ' PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE ..,/� SF ❑ Duplex [IMobilehome ❑ Other {j Y� f 1 1 - SPECIFY Each Trap 7.00 Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New 0 Addition ❑ Remodel ❑ Udlifies ❑ Installation ❑ Other 011: &,-4_A. 1 11 Describe Work: N�-,� A_N �'�1 t 4 f'. ,l C✓i•L- /, , 1.i1 I . • / ,.. 1 ; 1 :.,tib C' "t 1..� l t ��.�'. \., `-\ �� . Gas piping system 1- 5 outlets 15.00 Building sewer 15.00 Mobile Home S G W @20.00 PERMIT FEE $ J ELECTRICAL PERMIT Filing Fee 20.00 Main Service .V OR s 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. ^-� ' 1 `, License Class ( Lic. No. � f y `7 "1' OWNER -BUILDER DECLARATION 1 hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as 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 permitis issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ' 311"1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply with those provisions. A X / Date I �1 __ Signature of Applicant - ❑ Owner ElContractor ❑ Agent' 1 �- An OSHA permit is required for excavations over 5'0" deep and demolition or constructionof structures over 3 stories in height. Main Service 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. SD OR ADDNS. ( 8 ACC. BLDS. 3.5¢FT. INJO1}palS.T. MULTI-OUTLETICU. 97.50 POWER APPARATUS 'POWER OUTLET CIR. Ex. Occup. OUTLET OR FIXTURES BAL Q .SO @ .50 Ex. Occup. .."E' galp,OERp 1 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE $ MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ DCC CONST. TYPE TOTAL FEE $ HAZ. p, FEES IMP I FLOOD I CDF PARCEL PD HD SU This permit is hereby issued under of'the Butte County Code and/or indIceted above for which fees have J TBy PERMIT EXPIRES ON the applicable provisions Resolutions to do work been paid. Date VVV G) J11 ate I ReceiptNo. � i ~-.71 l / 0 v WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE - DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive • Oroville, California 95965 • Telephone (530) 538-7513 IIT No. (Rev.12/96) APPLICATION AND PERMIT,A � ' T— ASSESSOR PARCEL NUMBER I'll I,�\ e� p ZONING 1. IKIJI (D BUILDING PERMIT owNER . SO. FT. OCC. BUILDING VALUATION V O .OWNERS MAILING ADDRESS 199 CONTRACTOR'S NAME J�U TELEPHONE y CONTRACTORS MAILING ADDRESS JC ^f/,CONSTRUCTION LENDER Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER LICENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS Energy Plan Checking Fee $ - CAAA $ PERMIT FEE $ LOT NO. SUBDrVISIONSkWE PARCEL MAP PLUMBING PERMIT FilingFee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other >f �) SPECIFY Each Trap 7.00 - Solar or heat um water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities ❑ Installation ❑ Other Describe Work:Mobile Ci - Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Home I S I G W @20.00 PERMIT FEE $ CT ELECTRICAL PERMIT Filing Fee 20.00 800V0FSS Main Service 20.A OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full for a and effect. 1, I , ��yy License Class Lic. No. 4 4 " 1 3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law for the following reason: ❑ 1, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service To 46.00 WELL200A CCU000A NEW CONST. DWELLING OCCUP.3 OR ADDNS. ( SQSO. FT. NEW CONST. MUALTIC. BMEr NON-RESID. @7.50 POWER APPARATUS 8 SINGLE OUTLET CIR. EX. OCCU OUTLET OR FIXTURES 20 @ I'50 BAL @ .50 Ex. Occup. ovT IESIEs p.OEA p 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMIT FEE S WORKERS' COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation Insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation hof one hundred dollars ($100) or less.) � L7 I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith comply, with those provisions. (� (� X - Date b 1 b) Q 3 Signature of Applica t - Owner Contractor ❑ Agent' / An OSHA permit is required for excavations over 60" deep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Fling Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ Occ CONST. TYPE TOTAL FEE $LL HA D FEES IMP FLOOD CDF PARCEL PD HD 15111, This permit is hereby issued under o e Butte County Code and/or ca a ove for which fees have By PERMIT XP RES ON the applicable provisions Resolutions to do work been paid. ( . Date v Data Receipt No. WHITE-D.D.S.-B.D. CANARY -ASSESSOR I% TOR GOLDENROD -APPLICANT 110 BUTTE COUNTY DEVELOPMENT SERVICES Complainant: Lispector must draw a plot plan with all building locations: Additional comments from Inspector: 2 RE DENTIALS �N040-02-0=142 96-1545 B ? MATTHEW'S READYMIX 1619 Skyway, Chico (add batchplant) Gus Gore.& Sons C� 4 JOB FiNALED (Da — Signature V =' OK' 0 = Not OK Not Applicable Not Ready MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s I 1. Zoning Requirements - Setbacks - Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Gmd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap; / JUft. / /Nat. or/ fUtt./ /LPG 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector - ' 6. Water; MH Test -Regulator -Connector 7.. Water and Sewer Connected -C/O to Grade -HD Approval ^ 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert of Occupancy DateCard B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLANEOUS Date DECKS, COVERS, CARPORTS, GARAGES (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Soils-Size-DepthSpacing-Connectors-Steel 3. Decks; Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts-Beams-Rftrs.-Connectors Shthg: Rfg.-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sils-AnchorsStuds-Rttrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing ► 11. Ext.; Steps -Doors -Landings Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'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/6 -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 IDate Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 r 'J OK O = Not OK = Not Applicable Not Ready RESIDENTIAL (; ' = Date UNDERFLOOR (Plans) OK except ft's ' 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage: Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /Ftg. Depth 5. Stemwalls, Main; Steel -Bloc kouts-Wrapped 6. Stemwalls, Garage; Steel-Brockouts-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 rr'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-Tub & Shower. - Second - Floor -Tub Access ------------------------------------------------------------- 21. Gas Pipe: Size & Anchors -------------- -------------- ------------------------------------------------------------------ Date Card B-1 DateCard B-1 ------------ ----------------- -- ---------- -------- ------------------ ------ Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except rr'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 wrMech. Fastners-Bond Gas & Water --- ------------------------------------------ . --- . ........ ....... _. 27. 2 Appliance Circuts in Kitchen & Conductor SizerGFI ------------- - ------------------------ ----------- - --... .. _ .._ .. 28. Subfeed Wire Size ga. Cu or AI-A.C. Wire Size ga. Cu or At ------- -------- 29. ------ 29. Range Circ. r ' ga. Cu or AI -Oven Circ. ga. Cu or Al. Insulated Neutral ❑ Yes ❑ No - ---- ------------------------------- ----------- 30. - --- ---..._. .. 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 Dram & 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 P'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 'Ingle & Duplex) Date FRAMING (Continued) 45. Hangers -Post Caps -Anchors -Connectors 46. Cing. Joist-Rftr. ties-Purlin-roof Brac-Truss-Shthng.-Rfng. 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-One3'-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. ---- ---- - 59. Insulation-Walls-Ceilings--- 60. nsulation-WalIs-CeiIings60. Infiltration -Walls -Windows ------- -------------------------------------------- ----- -- -- Date Card B-1 Date Card B-1 -- ------------------------------------ Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except fr'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. --------------------- --- ------ - 70. Kit.Fixt. & Appliance; Grnd.-Air Gap-CookingClearance ...... _------------------ 7). - - - ------------------------------------ -- 71. Elec. Outlets & Receptacles at Kit. Counter - - - - - - --- ---------------------- 72. - - - ---------- ------------------ ------ --- 72. Garage Fire Door: Swing -Landing -Closer 73. A.C. Duct in Garage -Damper ...... ...... .-_. --------------------------- ---- 74. Wtr. Htr.: Vents -Clearance -Comb. Air-Connector-P.R.V. In Garage: Above Floor-Mech. Protection ... ----------------------------------------- - ---- 75. Plb.. Elec. & Mech. Equip. Listed for Location ------ --- --- ------------------------------------ 76. ---------------------------------76. Elec. Receptacles in Garage: (G.F.I.)-Romex Protection .. --- ----- ---------------------------------------------- 7�. Insulation -Foam -Looked in Attic ❑ Yes ----------------------------------------------------- ---- 78. Guard Rails & Deck Construction -Post Caps -- ------------------------------------ ------------- -- 79. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes --------------------------- 80. ---------80. Following instld.: Drive ❑ Yes ❑ No: Walks ❑ Yes ❑ No: Planters ❑ Yes ❑ No --------------------------------------- 81. --- ---------------------- 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 67 Glass Protection 88. Corrections from Previous Inspections - ----------- -------------------------- 89 Gas Test -Meters Tagged: Gas -Electric .. ------------------------------ 90 ----------------------------- 90 Water & Sewer Connected-CrO to Grade -HD Approval - - - ---------------------------- 91 Energy Compliance Certificate -Other Certificates - -- -- - -- -------------------------------------- - -------------------- Date Card B-1Date Card B-1 - - ----- - ---------------------------------------- Date Card B-1 Dale Card B-1 Date Card B-1 Date Card B-1 Comments at Final: COUNTY FBUTTE DEPARTMENT OF PUBLIC WORKS 7 COUNTY CENTER DRIVE' OROV.ILL•E;'CALIFORNIA - 538-7541 CEkT-IFICATE 0*10CCUPANCY This -building has been constructed and completed in accordance with the requirements of the Uniform Building Code under permit number 96-1545 for the following: Use'Glassification . PLANT 1619• SKYWAY, CHICO Address or Location t Group S3 occupancy: Type Vl construction. It is hereby certified for the occupancy described above and may be occupied. Date Directory %of Public Works 10/14/97 by POST IN A CONSPICUOUS PLACE (Over) NOTICE A new Certificate of Occupancy is required if the use or occupancy of this building changes. This Certificate of Occupancy shall be posted in a conspicuous place and is not to be removed by other than the Building Inspector. MASONRY WALLS N E S W . 1st Lift 2nd Lift 3rd Lift nth Lift th Lift th Lift 'FIRE WALLS 0 cupancy, Area Propert ,.Gypsum Board 1st Layer 2nd La er 'Walls Ceilings COMMERCIAL 96-1545 MATTHEWS_READY MIX .1619 SKYWAY, CHICO �CONTR: GUS GORE & SONS BATCH PLANT4ADDITION 1 � V=OK O = Not OK - = Not Applicable =Not Ready COMMERCIAL' Date UNDERFLOOR (Plans) OK except #'s Date,' FRAMING (Continued) 1. Zoning -Setbacks -Easements -Flood -Slope -Soil Report 46. Hangers -Post Caps -Anchors -Connectors 2. Ftg., Main; Soils-Ufer Ground :Ftg. Depth 47. Roof Shthing-Nailing-Diap.Chord Splice 3. Hold Downs -Bolts -Straps -Embedment -Hair Pins 48. Firewall-Doors-Area-Occp.-Prop. 4. Concrete -PSI -Cert -SP. insp.-Loc. 49. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 5. Stemwalls, Main; Steel -Blockouts-Wrapped 6. Reinf. Steel -Grade -Placement 7. Slab; Steel -Wrapped -Wire Mesh 8. Piers -Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. Gas Pipe; Size -Anchors 11. Water Pipe; Test -Anchor -Regulator -Service Test 12. Electric; Underground, Underslab 13. Pienums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts -Joists -Vents -Cripples 15. Masonry -Rebar -Lifts 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. Sinks -Floor -Grease Trap 20. Hand icap-W/C-Backing 21. Gas Pipe; Size & Anchors - Firewall Penetrations 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. Single Phase -Three Phase -Equip. Bond 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 27. Wiring -90° -Protected -Color Coded 28. Subfeed Wire Size / / ga. Cu or AI-A.C. Wire Size / / ga. Cu or Al 29. Fire Resistive-Fixture-Conduit-G.F.I.-Susp. Ceiling 30. Service -Riser Conductors & Ground -Main Disconnect 31. Equip. Clearances Panels-Motors-Mech. Equip. 32. Fire Wall Penetrations Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s 33. A.C. Ducts Insulation & Support 34. Vent Fan; Exhaust above insulation 35. Condensate Drain & Overflow; Size & Grade 36. Furnance-Vent; Access -Comb. Air -Return Air Vent -115 outlet 37. Attic Access & Platform if Furnance in Attic 38. h(. V.A.C.-Ventilation-Roof Access 39. Smoke & Fire Dampers .Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Plans) OK except #'s 40. Sils, Proper Material & Anchors -Hold Downs 41. Walls Studs -Nailing, Spacing & Bracing -Plates -Sound 42. Bearing Walls over Girders & Floor Nailing 43. Draft Stop in Walls (rat proof) 44. Fire Stops; Furred Ceilings -Stairs -Chases 45. Headers & Beam -Size & Bearinq-Su000rt Fix. (NOTE: An entry must be made each time you visit the job site) 50. Glu -Lam cert. -Placement -Support 51. Steel Buildings-Purlin-Girders 52. Property Line Firewall & Openings 53. Ext. Doors -Handicap Access 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 -Fire Port. 59. Shear Walls -Plywood-Nailing-Conn to Roof 60. Insulation -Walls -Ceilings 61. Infiltration -Walls -Windows , 62. Corridors -Openings -Fire Protection -Framing 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. Exits -Size -Number -Placement 65. Furnace; Vents -Clearance -Comb. Air -Connector - In Garage; Above Floor -Ducts -Meth. Protection 66. Sprinklers -Placement -Test 67. Suspended Ceiling-Seismic-Wires-Elec-Light & Mech. 68. Elec. Trim & Subpanel; Breaker Sizes & Labels 69. Stairs & Rails 70. Handicap -Door Levers -Fin. Floor 71. Elec. Outlets at Wood Panel; Int. & Ext. 72. Wtr. Htr.; Vents -Clearance -Comb. Air-Connector-P.R.V. Above Floor-Mech. Protection 73. Plb., Elec. & Mech. Equip. Listed for Location 74. Insulation -Foam -Looked in Attic ❑ Yes 75. Guard Rails & Deck Construction -Post Caps 76. Fdn. Vents & Crawl Hole Door -Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes 77. Stucco; Brown -Finish 78. A.C. Unit; Disconnect, Electrical, Plumbing 79. Vents Above Roof; Plbg.-Appliance-Fireplace.-Clearance to Openings 80. Water Well; Disconnect, Electrical, Plumbing 81. Exterior Elec. Trim; G.F.I. Receptacle -Underground 82. Off Site -Parking -Handicap 83. Glass Protection 84. Corrections from Previous Inspections 85. Gas Test -Meters Tagged; Gas -Electric 86. Water & Sewer Connected -C/O to Grade -HD Approval 87. Energy Compliance Certificate -Other Certificates 88. Roofing Certificate -Fire Rating 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: Certificate of Occuoancv (NOTE: An entry must be made each time you visit the job site) i COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive - Oroville, California 95965 - Telephone (916) 538-7541 P RMIJ-140. APPLICATION AND PERMIT 14-- � ASSESSOR PARCEL NUMBER 040-090-149 ZONING BUILDING PERMIT OWNER MATTHEWS READY480 TELEPHONE SO. FT. OCC. BUILDING VALUATION 32 15,360 OWNERS MAILING ADDRESS 1619 SKYWAY, CHICO CONTRACTOR'S NAME GUS GOR1142-9258 TELEPHONE CONTRACTORS MAILING ADDRESS PO BnX 6, DlIR14AM CA 95938 Fireplace CONSTRUCTION LENDER UNKNOWN Total Valuation Is Filing Fee $ 20.00 LENDER'S MAILING ADDRESS Permit Fee $ 171.00 ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ 111.15 Energy Plan Checking Fee $ ARCHITECT OR ENGINEER'S MAILING ADDRESS Penalty $ BUILDINGADDRESS 1619 SKYWAY CHICO PERMITFEE $ 302.15 PLUMBING PERMIT Filing Fee 20.00 Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water heater 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other BATCH PLANT SPECIFY Each gas water heater or vent 15.00 Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition EX Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: — Mobile Home IS I GI W1 920.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filino Fee 20:00 Main Service 0 OR LESS ( z00A OR LESS ) 23.00 Main Service ( 200A TO 1000A ) 46.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. License Class .T� Lic. No. C3�GGV 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 NEW CONST. DWELLING OCCUP. OR ( 8 ACC. BLDS. ) SO. FT. CNS. NEW CONST. MULTI -OUTLET NON-RESID. ( BRANCH CIRCUITS ) g3. @7.50 ( POWER APPARATUS ) 8 SINGLE OUTLET CIR. Ex. Occup. (OUTLET OR FIXTURES ) 20 ® 1.00 BA SO Ex. Occup. ( OUTIFTs PESD.OR 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 PERMITFEE S Contractor WORKERS' COMPENSATION DECLARATION I 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 rformance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier r� 11146- MECHANICAL PERMIT Filing Fee 20.00 9 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Policy Numbermay"/ 5_7 — g & (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall �forthwithhthose provisions. X Date _—Z Signature of A icant - ❑ Owner Contractor ❑ Agent An OSHA per itis required for exc vations over 50" deep and demolition or construction of structures over 3 stories in h ight. Mobile Home Installation Fee is Energy Inspection Fee is C_ c_oN;T. , PE TOTAL FEE $ 302.15 I HAZ. I D. FEE$ �// IM FL%oo CDF ARQEL PD y V111 e 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. 47 BY ate PERMITEXPIRESON �� / 4,* I (Dat Receipt No. 0% e� g� y 73'D WHITE-D.D.S.-B.D. CANARY ASSESSOR PINK -INSPECT GOLDENROD -APPLICANT � E. :USB ONL1 Plot PIM maw R.PIn Scotto B.D. / TO: Building Department FROM: Environmental Health SUBJECT: Sanitation Clearance Owner — Location AM c Plan Approved for: Sewage Disposal Water Supply: Public Private Well Clearance for bedroom mobile home. Other ?-z, Hold final for: , Final. clearance 0. K. for: NOTE: i7raironmental Health Specialist 8/92 Date rr« ,... . v.. .. ... �:I;,.w .. . . ... s. -mew.-{. ... ..:r- • y �-... . 'i''ii;,t' ,. .. ,. , '. )`. .. ., ti � ,, . �..,, .. tai • . COUNTY OF BUTTE - DEPARTMENT OF D�EVELOPMENTSERVICES -BUILDING DIVISION F 7 COUNTY CENTER DRIVE - OROVILLE, CALIFORNIA95965 - TELEPHONE (916) 538-7541 PERMIT APPLICATION DATA SHEET OWNER 4 Proposed Building Use ng Inspector A. P. No. �a - 0 2- 0 2. G- Date % S'6 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 hav been submitted . ................ Plot plans,t�sets, signed by preparer of plans. .. • 3. Complete plans, 04 sets, signed by preparer of plan Engineered plans and calcs, 3/4 sets, with wet signature on plans. ........... Hazardous Material Form . ............................................ 6. Energy Design Compliance and supporting documentation . .................. , 7. Statement of Intent for Non -Heated and A/C Buildings. .................... /0 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. .. �4� tel• 6 ��...... -� l 2. California Department of Forestry plan approval/fees. . /I- 13." Flood elevation letter (100 year flood) t�y 2ajfornia Engineer . ................. . 4: Sanitation and plot plan approval C. Health Department . ............ 15. City of Chico plumbing permit . ......................................... 16. Plot plan and business license approval from City of Biggs/Gridley. ... +......... 7. Planning approval for (A) Use: S„8. (B) Parking: S•8 T. ...... . 18. Contact Land Development.a bout (A) Improvements (B) Drainage. :: ......... 19. Driveway permit (construction approval required prior to occupancy). .. .. .. . 20. Pre -inspection for a'a"lP�°'spreQ° required. . to Building Inspector (Date) ,I-�21. Contractor's license information. (No., Name Style, Classific ionl. ..:: : ::...... . &1-"�/ 22. Certificate of Workmans Compensation Insurance. .. �?�.'�.v.... 23. Owner -Builder Verification (Given to owner , Mail to owner _�. ........... ! `� 24. Recorded copy of Agricultural Acknowledgement Statement . ................. . 25. Letter of signature authorization . ................................. :...... k 26. Copy of recorded deed of parcel creation and 60 right of way to a public road. ..... 27. Letter of intent on building use. ! 1. 28. Mobilehome utility cleararice................+.....................J .. 29. Documentation of legal access . ..................... :........... . 30. Documentation of 50% subdivision developed or (A) Road improvements coted- and (B) Parcel meets zoning area and frontage requirements. ......... �:....-.- 31. -.31. Existing violations/expired permits . ............. 32. Plan check list. ..... 33. 34. When y6u issue the roc ss as follows: Mail to owner. Adail to contractor. i !/ Telephone 5 hold for pickup at L�� office. Deliver with inspector. Other , 4 Parcel Creation Acreage y Applicant Date 7� Copy of_Haz-Mat form sent Health Dept. Fire Dept. Air Pollution Date Copy of plans sent Health Dept. Fire Dept. Other Date By The following data must be submitted prior to permit issuance: (Circle new item not checked above): 1. Index permit for above items No. 2. Additional items required: Contractor, designer, owner, was advised of above required data by _ phone _ mail Counter by _ Date Contractor, designer, ow ne , as advised of above r quir d data by _phone _mail Counter by _Date Plans checked by _ p Date a (p Plans approved by /,d Vl Z- Date 1(0-7 Sets of Copy - Departmer a3 Public Works - - cabinet AP folder ' } COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 County Center Drive - Orovllle, California 95965 - Telephone (916) 538-754 PERMIT NO. APPLICATION AND PERMIT e96 -1s y5 ASSESSOR PARCEL NUMBER ZONING BUILDING PERMIT OWNERTELEPHONE . ,� SO. FT. OC BUILDING VALUATION �ti •3'' Q ,� L . •- ^ Q�GI OWN E 5. MAIADDRESS d Z / LI � 'V H / G"o- CONTRA OR'STELEPHONE V oR� � o rrS 13L/2-- 4n 57B CONTTjACTOR'S MAILING ADD y� . 0.6. � IJ 0AHA,-Y) Ct) 15-.7301 Fireplace CONSTRUCTION LENDER - UNIOHOWN Total Valuation $ 3 .6 o Filing Fee $ 20.00 LENDER :S MAILING ADDRESS Permit Fee $ i ARCHITECT OR ENGINEER LICENSE NO. Plan Checking Fee $ Energy Plan Checking Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Penalty $ BUILDING ADDRESS "l PERMITFEE S 3 D `Zz js PLUMBING PERMIT Filing Fee 20.00 o C Each Trap 7.00 LOT NO. SUBDIVISION'S NAME PARCEL MAP Solar or heat pump water he9lilr 23.00 Water piping 15.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other 81� f / L/d/V SPECIFY Each gas water heaterr vent 15.00 Gas piping system - 5 outlets 15.00 Building sewer 15.00 TYPE OF WORK New ❑ Addition Remodel ❑ Utilities ❑ Installation ❑ Other ❑ Describe Work: Mobile Hom!Z I S I G I W @20.00 PERMITFEE $ Contractor ELECTRICAL PERMIT Filinq Fee 20.00 Main Service 000V OR LEss ( zooA oR IFss ) 23.00 Main Service ( 200A TO 100 ) 46.00 LICENSED CONTRACTOR'S DECLARATION whereby affirm under penalty of perjury that I am licensed under provisions of Chapter Vc,(commencing with Section 7000) of Division 3 of the Business and Professions Code, d my license is in full force and effect. I ti ense Class Lic. No. La ' OWNER -BUILDER DECLARATION . 3reby affirm under penalty of perjury that I am exempt from the Contractors License v for the following reason: i J I, as owner of the property, or my employees with wages as their sole compensation, L 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 I h� reason WORKERS' COMPENSATION DECLARATION eby affirm under penalty of perjury one of the following declarations: I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. I have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compeos� n insurance carrier and policy number are: Carrier Policy Number ) 3 115 Z 7 -- TZ ❑� (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if 1 should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall X forthwith comply with those provisions. Sign Date An0 ------------ ----- lure of Applicant - ❑Owner ❑ Contractor ❑ Agent of strui ,HA permit is required for excavations over 60" deep and demolition or construction Rece ctures over 3 stories in height. NEW CONST. DWELWG O UP. SO. OR ( a ACC. s. ) 3.5¢ FT. CNS. NEW CONST. MULTI- TLET NON-RESID. ( BRANC CIRCUITS ) 97.50 POPE APPARATUS (a SIN E OUTLET CIR. ) Ex. Occup.(ou OR FIXTURES ) 20 @ LOO BAL 0 .50 Ex. Occup. ( UTX.CO IPLNS..OR 5.00 S Temporary ice 23.00 Mobile Ho Facilities 20.00 Misc. Wiri g 23.00 PERMITFEE $ Contractor MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMITFEE $ Contractor Mobile Home Installation Fee $ Energy Inspection Fee $ OCC CO T. PE TO AL FEE $ Z -/ HAZ. D. F FLOO DF PD HD ISSUE This permit is hereby issued nder the applicable provisions of the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. By Date PERMITEXPIRESON (Date) ^tI'_ 2ol j y 1tNo. -D.D.S.-S.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT k" KLEINFELDER•- An mploy a owned company December rl, 1 X96 File: 26-1864-02 Mr. Bill Richter Mathews ReadyMix, Inc. P.O. Box 386 Cradley, California 95948 .4 Subject: HIGH-STRENGTH BOLTING SPECIALINSPECTION MATHEWS READYMIX BUILDING,; ADDITION 1619 SKYWAY CHICO, CALIFORNIA Dear Mr. Richter: On November 27, 1996, Meinfelder observed tensioning of the 3/4 -inch ASTM A325 high-strength bolts at the subject project site. Bolts and nuts were identified per the AIS.0 Manual of Steel Construction. Tensioning was by the calibrated wrench method. Our representative calibrated the erectors.tensioning procedures using three -bolt assemblages in our Skidmore Wilhelm Tension calibrator. Following the calibration, our representative verified that the tensioning procedure was implemented at each tension connection. _ ~ Based on the calibration tests and our observations, to the best of our knowledge, the work was completed in accordance with the approved plans and,specifications. Tension connections observed,meet the minimum tension requirements of the.Uniform Building Code .Section 22 -IV -D. We have employed generally accepted inspection and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. No warranty is expressed or implied. If you have any questions regarding this information, please contact Cliff Curry at (916) 244-7203 at your convenience. , Very truly yours, , KLEINFELDER, Inc.' lifford D. Curry echnical Services Supervisor CDC:da cc: Butte County Building Department a L 229627 File: 26-1864-02 - Copyright 1996, Kleinfelder; Inc. t December 2, 1996 KLEINFELDER 1522 Charles Drive, Redding, CA 96003-1423 (9.16) 244-7203 (91.6) 244-3031 fax /r M KLEI N FELDER Construction observation Report Project Name rola f • -�� �Y %�� Date -7 - r Client Project No. DFR No. Project Location ?/' Time Arrived08c?� Contractor :66 a -t4 n' Bldg. Permit No. Time Departed 0 q �� Reviewed by. Date Reviewed Travel Time 'Type of Observations ❑ Masonry ❑ Batch plant ❑ Foundations ❑ concrete ❑ Welding ❑ Reinforcement Steel ❑ Fireproofing ❑ Soil Bolting ❑ Pre -Post Tensioned Tendon ❑ Metal Decking ❑ Other N, Documents Referenced Summ f AJ (.4 24 ❑ Report items comply ❑ Report items incomplete, ❑ Report items compl ith exceptions Acknowledged by _ �=- - — -- — — Kleinfelder Representative gnature Representing J i ,a Page of Kleinfelder Representative P4 Name F-1 (9/93) - ' COMMERCIAL PLAN CHECKING GUIDE (1994) U OWNER: ReadwinK BUILDINGPE ER: & - �S�S PLAN CHECKER: ,) APNUMBEK 0 -.000-- A. .000"A. GENERAL: Zoning requirements, Planning approval:. r Valuation. _ Plans signed by an engineer or architect. _ Proper description or work on application. Existing violations on property. Items on data sheet (W.C., fees, Health, Impact Fees, License Law, etc.). Improvements or drainage, Land Development approval. B/ .. PLOT PLAN: i X Complete parcel size and dimensions. _ /2' Setbacks, sideyards, easements,.etc. _ _.: - - Other- buildings or structures:. ;4' Grading, fills, drainage. Flood hazard. Special conditions on creation map (noise, C.D.F., sprinklers, foundations, etc, F.A.U. & F.A.S. road set back. - - Building or utilities across lot lines (Lot Merger). C. - OCCUPANCY REQUIREMENTS: Building use: 1gCpai r / `Ullbe Occupancy Group: S3 Type of Construction: �N Building floor area: 2Occu antLoad: 0 4 r .Basic allowable floor area: 8000 sq. ft. ' Toialallowable floorarea: Basis for increase: +' 1. Compliance with specific occupancy requirement. ( Occupancy separations (Section 302). Area separations (Section 504.6). Firewalls due to location on property (Section 503). ,,Y Maximum height requirements (Section 506). Draft stops (Section 1505). Ventilation and special hazards requirements (Section 3). /8 Automatic fire sprinkler system (Section 904). Fire alarm systems (Section 310.10). Mechanical code requirements (Grease hood w/fire sprinkler system - Section 507). 11. Environmental Health Review - (a) Restaurant Act, (b) Commercial Pool,© H Occupancies. Smoke detection system. ,IT C.D.F. or State Fire Marshal plan review. Electrical Code Requirements (Medical - Article 5.17, Assembly - Article 518, etc.). 15. Physical Disability Requirements (Title, 24). .)A" Wholesale Food Manufacturing (Plans to state DHS/FDB). D. TYPE OF CONSTRUCTION REQUIREMENTS: Roof covering requirements (Section 1503). •. Z Parapet walls (Section 709.4). Toilet room -floors and walls (Section 807). .4�'_ Guardrails (Section 509).-. February 1996 3.4 5. Detailed types of construction requirements.' t 6. Proper roof pitch for roof covering (Section 1507 & 1508). - A." Attic access and ventilation (Section 1505). X. , Roof drainage (Section 1506). 19. . Skylights Section (2409 & 2603). Stages and platforms (Section.405). - d'1. Interior wall and ceiling finish (Section 801). Fire resistive. requirements. -Wills, floor, ceiling, penetrations (Section 702). Wall and ceiling covering installation (Section 2500). Glass, glazing, Human Impact - Safety Glazing (Section 713.9 & 2406). Foam Plastic (Section 1715). E. STAIRS, EXITS AND OCCUPANT LOADS: _1.. General Exit Requirements (Section 1001.4 & 1006.3). - ,2 Number of exits, width and locations (Section 1003). Doors (Section 1004). / Corridors and exterior exit balconies (Section 1005). Stairways, rise and run, width, winders, and construction (Section 1006). f Horizontal exit (Section -1008). - Exit and smoke proof enclosures (Section -1009).. . Exit signs and illuminations (Section 1013). Aisles and seating:(Section 1014 & 1015). Exits for occupancy groups (Sections 1016 - 1019). Floor level exit signs (Title 24=& Section 1013). MISCELLANEOUS REQUIREMENTS: * - Masonry chimney (Section -3102). Veneer (Section 1403). Special Inspection per U.B.C. Section 1701). High Strength Bolting. J Field Welding. Masonry (full stress). Concrete (f'c?2500psi). Sp•eciat Certifications - Mill, Certificates. Expansive soil - Special design. - � Cut/Fill slopes, compaction tests, grading. 7 Noise requirements (Planning, Appendix Section 1208). 8. Weld electrode, welder certificate. G. ENGINEERING REQUIREMENTS: 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. 5. Roof diaphragm chord, collector, drag struts. Combined tension and shear @ steel RF anchor bolts. ' Braced roof and wall bays. OTHER: February 1996 3.5 NON-RESIDENTIAL BUILDINGS ENERGY CONSERVATION STANDARDS Statement of Intent for Non -Heated and/or Non -Air Conditioned Buildings I, 71449 fGlUs '&ADyd4nc. '/rUL , 4owner of the building to be constructed as a (please print)' ` �f�TiQL `S oo - under. la /S<l at 1619 S'/<YW,9Y Ci le_ i7 (bldg.permit'no.) (location) hereby certify that I do not intend to heat or -cool this building in such a mariner as to'be subject to other than the mandatory sections of the State.Energy Requirements. I understand that if I do heat or cool this building in the future, that I will be subject to the energy requirements in effect at that time. I understand that if I change the use -or occupancy of this building in the future, that I will be subject to the energy requirements in effect at that time for that specific occupancy. I also understand that if I become subject to the energy requirements in the future', it may be necessary to redesign and/or alter (1) .the building envelope, (1) the insulation requirements of the heating, ventilating, and air conditioning systems, (3) the heating,'ventilating, and air conditioning equipment, (4) the service water heating, and (5)`the lighting of the building to comply with the regulations. I understand that any of the above,changes will. require me to obtain the necessary permits, inspections, and approvals from the Butte County Building. Department. 9/4TifEiu �El/JyrhiX , /y/C+. Signature -of Building Owner %/,02� Mailing Address_(2157_ Telephone No. S6.1 Z a LAND DEVELOPMENT BUILDING / ENVIRONMENTAL HEALTH - PERMIT CLEARANCE Building Permit No. NAMERS NUMBER: 0 .' ©00 I G PRINT LAST NAME FIRST ' COUNTY ZONING A DESIGNATION: Z FLOOD ZONE: / 1 FLOOD MAP: APPROVED: CONDITIONALLY APPROVED: RESOLVE PROBLEMS PRIOR TO APPROVAL: PARCEL CREATION BY DEEDS OR MAP S• 7 i4c DEED INFORMATION: ' 8 P'w z S DATE OF CREATION: DEED REFERENCE: LEGAL ACCESS PROVIDED: YES- NO LEGAL ACCESS REQUIRED: YES NO COMPLIES WITH COUNTY STANDARDS FOR DEED CREATION: YES NO COMMENTS/CONDITIONS: MAP INFORMATION: DATE OF RECORDING S a Z LOT BOOK g8 PAGE 28 COMPLIANCE WITH OLD SUBDIVISION LOT ORDINANCE REQUIRED? (MAP RECORDED PRIOR.TO BOOK 17 OF MAPS AT PAGE 23): YES _�� NO . IF YES, MARK APPROPRIATE ITEM(S) BELOW: A. Construct road to B. Meet parcel size required by zone. C. Meet current E.H.D. requirements. CHECK SPECIAL CONDITIONS WHICH APPLY TO MAP: ALL FEES TO BE PAID TO THE BU/LD/NG DIVISION UNLESS OTHERWISE NOTED. 1. Maintain a 50 ft. building setback from centerline of road. 2. Intain � f I l g s c ro t -of wa .lin 1 3. Maintain a 100 ft. leachfield setback from all existing wells. 4. Maintain a ft. leachfield setback from 5. Pay water tender fees in the amount of $ to Battalion Number of the Butte County Fire Department. 6. Meet the Fire Safe Regulations of Butte County and P.R.C. 4290. 7. Connect to a public water supply. 8. Connect to a public sewer system. 9. Automatic fire suppression sprinkler systems shall be installed in all residential structures in accordance with the National Fire Protection Association Standard for the installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that meet -,Fire -Department specifications, serves the parcel. rmi 10. Pay T.D:D. (Thermalito Drainage District) fee in the amount of $ ? ; _ 1 1. Meet the requirements of the Department of Fish and Game for the preservation of oak trees. (See phone number -below) 12. Obtain approval from the Department of Fish and Game for vegetation removal. Contact Fish & Game at 916-355-7010. 13. A traffic mitigation fee for each new or additional living unit shall be paid. Pay the amount of $ as stated_ in the Oroville Area Traffic Mitigation Fee Agreement. Payment to be made to the Planning Diio an. _ 14. All new residential buildings shall be constructed to comply with the requirements of the Uniform ,Building Code for seismic safety. Mobile homes shall be constructed on a permanent foundation system which complies with the Seismic Zone 3 requirements of the Uniform Building Code. _ 15. Deer Mitigation fees are to be paid, if such fees have been adopted by the Butte County Board of Supervisors. X 16. Pay school impact mitigation fees. X 17. A development impact fee for sheriff facilities shall be paid pursuant to the.provisions of Chapter 3, Article II of the Butte County Code. 18. Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988 as amended. _ 19. If any cultural resources are encountered during ground disturbing activities, all work shall cease in the area of the find pending examination of the site by a professional archaeologist. This person would then be able to assess the site significance and suggest appropriate mitigation measures. 20. 4 y. 21. 22. 23. 24. 25. 'Ala .W3Wd013A3a aMq 31ing JO AIN665 9661 t l 1 n r a3ni333a LD 9195 - CAWP51VORMS.K\BLDGPERM.CLR :: #V: "� trnv:.. .:, is"'i�' .r. I�Y..�F^%+•.r•-•�•:� IV^R`-Y .r—^•.i A' c V �NY��n.� s.. : `ri Y'3['<hr^ is 5i'1 r ice' F+^. r v+rwfO.. r ,. 'i1 ��+1�.^vi'+1 .�.3 '" r Yr4't�•'' �}l'r^.'.S a . ♦5�+� W' �%y 'i il- NAZ`idG'. "rrt'y:.'�1 ^.y �• y.fi ..l. ...y„N.. .. ..«y, � ... .. BUTTE'COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One Form'Per Building) School District 1:Building Department No. A.P. Number y�' 01 %`�U Jurisdiction, Property Owner IV4 TTH,�O's 0 City County Property Location/Address %(� �� sof u✓�1 C, l�G�'a Subdivison Lot No. Residential Development Sq. Footage No. of Living MHI Addition (Group R) Units Commercial/Industrial [ Sq. Foo ge 1190 New Addition (Including Exterior Q 4 BCH elA'lt Roofed Areas) Btu ' epartment Representative Date (Floor Plans reviewed by School District Personnel) District Identification No. thl School District certifies that 1, i (Applicant) Paid by Check # Bank Number Paid by Cash Remarks; IT, suosequent to the scnooi uistrrct rtepresentative signing tnis ttutte county 5cnoois impact t-ee Certification Form, the School District is notified by the applicable Local Planning Agency that this project Js 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.wkl (11l94)dmm (Street Address) Dt K I 19,iyl (Phone Number) X 0A I(City) has complied with the requirements of Resolution No. (State) (Zip Code)�p �"1 tet' by $ C payment of representing.' square feet. As 2926 $ I" r � FULL MITIGATION $ School Dist -r epresentative Date t Paid by Check # Bank Number Paid by Cash Remarks; IT, suosequent to the scnooi uistrrct rtepresentative signing tnis ttutte county 5cnoois impact t-ee Certification Form, the School District is notified by the applicable Local Planning Agency that this project Js 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.wkl (11l94)dmm C u ' a. N 1 :11 .�.' U -.R.4 ! N A l AND BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 TELEPHONE: 1916) 538-7541 FAX: (916) 538.2140 7/16/96 MATTHEW'S READYMIX 7. 1619 SKYWAY- CHICO, CA 95928 Re: B.P.#96-1545 A.P.#. 040-020-142 With reference to the above subject, -attached is: [ ] Plan -Check List [ ] Red Marked Calculations [ ] Red Marked Plans [ X] Other Action Required: [ ] Comply With P1an.Check List [ ] Resubmit Plans with Revisions As Required [ ] Return All Original Materials and Revised Plans to the Building Department [ g] Other Should you have any questions, please contact this office -at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER V Permit Applicant: MATTHEW'S READY MIX Permit Number: 96-1545 Assessor Parcel Number: ..040-020-142 Date: 7/16/96 The above referenced, building- plans were reviewed by this office. Provide additional information,and/or make revisions to plans, specifications and calculations as follows: 1. PROVIDE A CODE ANAYLIS FOR THIS PROJECT INCLUDING USE & OCCUPANCY CLASSIFICATION. FLOOR PLAN SHOWING ALL CODE REQUIREMENTS FOR OCCUPANCY. PROVIDE TYPE OF CONSTRUCTION, OCCUPANT LOAD AND AREA ALLOWANCE. 2. PROVIDE PLANNING DEPARTMENT APPROVAL FOR USE AND PARKING. PLAN CHECK CAN PROCEED WHEN ABOVE INFORMATION HAS BEEN RECEIVED. 6 P If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER BUTTE COUNTY ENVIRONMENTAL" HEALTH DEPARTMENT HAZARDOUS MATERIALS AND EMMISSIONS QUESTIONNAIRE, (A Building Permit cannot be approved without this completed form.) BUILDING PERMIT NUMBER A P N 'Z, 90 1'41 �. Firm Name &--7"y4f�,/1�,By�t/u Address 2. Nature of Business %, Contact Person Phone # 7_ 1. oesyour business or that of your tennants handle, store, or transport hazardous materials? NO 0 YES NOTE: Hazardous materials are defined as any material that, because of its quantity, concentration, or F physical or chemical characteristics, poses a significant present or potential hazard to human health and safety or to the evironment if released into the the workplace or the environment.' "Hazardous Materials" include, but,are not limited to, hazardous chemicals, hazardous waste, paints, oils, lubricants, fuels, flammables, combustibles, corrosives, gases, and any material which a handler or the administering agency has a reasonable basis for believing to be injurious to the health and safety of persons or harmful to the environment if released. 2. Do you or will your future tenants handle store, or transport 55 gallons, 500 pounds, or 200 cubic feet (at ` st ndard temperature 4 pressure), or formulation containing hazardous material? NO 0 YES If you answered YES to 1 or 2, contact the Butte County Environmemtal Health Department (916-538-7281) for a review of the project. 3. Is the business/facility/operation to be located within 1000 feet or the outer boundry of a school or school site? NO 0 YES IF YES, name of school. ' 4. Does the business/facility/operation have the potential to emit any air pollutants; e.g., dust, soot, odors, fumes, vapors, or other volatile compounds? 0 NO 'EQYES IF YES, contact the Butte County Air Pollution Control District (916-89.1-2882) for permit requirements. Owner or Authorized Company Representative���� • Al - ( Signature) (Date) BCEHD BCAPCD The applicant has met or is meeting the applicable requirements of Section 25505, ® 25533, and 25534 of the Health and Safety Code and the requirements for a permit from the Butte County Air Pollution Control District. The Above Regulations.Do Not Apply To This Facility. BCEHD Signature Date BCAPCD Signature Date WHITE - Building Dept 0 YELLOW - Env. Health 0 PINK - ARCD 0 'GOLDENROD - Fire Dept. Z NorthStar- ENGINEERING RECEIVED Civil Engineers • Planners • Surveyors OCT 0 6 1997 BUTTE COUNTY BUILDING DIVISION Department of Development Services October 2, 1997 7 County Center Drive. Oroville, CA 95965 , RE: Plan No. 96-1545. Dear'Plan Checker, f 1 It is my understanding that the owner needs another copy of the plans for the above referenced project .at the Mathew's Ready Mix plant. With this letter I give permission to the Butte County Building Department to make copies. as needed to give to the owner :or his representative. If you have any questions, or need further clarification, please call anytime. `. -Sincerely, Jeff Richelieu, P:E NorthStar Engineering r }► o ?Rof>ssrOI; M. RIC v w ~ C 053590 GSR CIV 1 L TF �F CA O� ` 20 DECLARATION DRIVE CHICO, CALIFORNIA 95973• 916-893-1600 FAX -893-2113 :.;.� _ s ; -� C`OMMERCI�4L BUILDING COMPONENTS, INC. Pre -Engineered Metal Buildings STOCKTON, CALIFORNIA OFFICE & PLANT CBC P.O: BOX 1009, LATHROP, CA 95330 (209) 983-0910 Tele Fax: (209) 858-2354 October 2, 1997 C�� . Butte County Building Dept. OCT O 6 197 7 County Center Drive Oroville, Ca. 95965BUTTE COUNTY BUILDING DIVISION Subject: Steel Building for Mathews Ready Mix. Permit No. 96-1545 CBC Job No. 16200 Gentlemen, This note will grant permission to reproduce the CBC permit drawings for the subject building as designed by CBC. Distribution of the drawings is not restricted. Sincerely, G Obert Hoekstra P.E. Calif. Registered Prof. Engineer No. 25602 _ He ount I "'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 - 9/11/97 GUS GORE & SONS P.O. BOX -6 RE: • - Building Permit_ # 96-1545 Expiration Date: 10/7/97 DURHAM, CA 95938 A • P . #' 040-020-142 With reference to the above subject, our records -indicate that your building permit expires on the above date and your permit falls into the- category he.category marked below: [X] Permit work started, but not completed. Permit may be renewed for 1/2 the original building permit'fee (plus a $20.00 filing fee). The renewal permit will extend the building permit for an additional year from the original expiration date. Should you not renew your permit within 30 days of the expiration date, all work must cease until a new building permit has been issued. For your convenience, we are enclosing a renewal application form and owner -builder form.to be completed and -signed by you where indicated and returned to this office together with the fee shown. Please return all copies of the application form. [.] No inspections have been made on permit work. Inspections are required to verify�code.compliance. We are unable to renew a permit where the work,has not been started and inspected prior to permit expiration.' After expiration of your permit, no work may be started until a new permit has.been'issued. If our records are in error or should you have any questions concerning .this matter, please contact the office. Thank you for your prompt attention concerning this matter. Yours very truly, Michfael C.f Vieira, C.B.O. MCV:ahb Manager, Building Inspection Attachments Chico Office 1469 Humboldt Rd/891-2751 .��... ,.. .�.—•..n-Et i•.r„�at�.� �:.�-a+�a...'�.v+",Y'.,iw^srPa,.'r"a,-ac-.,Nry--w�� r, ��.,;-�..r.;aY`_ y e•".?iG Rlscs,a.+7=:+'�-.qr�=,�-.-a'4;a:.�mh+.'ba:.irei� � ;6vy.,,,, _. y:: 040-020.142 .PERMIT#97-1082 =.? , MATHEWS' READY MIX /j 1619 Skyway, Chico 't, li'l ''' `' EleaSer Ch/Batch PlAnt f i COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES-BUILDINGDWITS ON 7 County Center Drive - Oroville, California 95965 - Telephone (916)53R-0541 PERMIT NO. (Rev. 12/96) APPLICATION AND PERMIT `����� ASSESSOR PARCEL NUMBER 040-020-142 ZONING B LDING PERMIT OWNER MATHEWS READY MIX TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNER'S MAIUNG ADDRESS 320 IST ST., MARYSVILLE CA 95901 CONTRACTOR'S NAME 01� 1T GA TELEPHONE CONTRACTOR'S MAILING ADDRESS CONSTRUCTION LENDER NONE LENDER'S MAIUNG ADDRESS Fireplace Total Valuation $ ARCHITECT OR ENGINEER NONE UCENSE NO. Filing Fee $ 20.00 Permit Fee $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 16 SKYWAY CHICO Energy Plan Checking Fee $ $ PERMIT FEE $ LOT NO. SUBDIVISION'S NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other BATCH PLANT SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each as water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities 01' Installation ❑ Other ❑Buildin Describe Work: UPGRADE ELECTRIC TO INCLUDE cRorrNDZNc Gas piping system 1 - 5 outlets 15.00 sewer 15.00 Mobile Home IS I GI W @20.00 PERMIT FEE $ ELECTRICAL PERMIT Filing Fee 20.00 "00R LESS Main Service 2001 OR LESS 23.00 LICENSED CONTRACTOR'S DECLARATION I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is in full force and effect. .ry ���/ G �f License Class /i% r J Lic. No. ` C OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law ff he following reason: ,90 I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service ( 200A TO 1000A 46.00 NEW CONST. DWELLING OCCUP. OR ADDNS. ( a Acc. BLDS. SO 3.5,FT: NE NON -R SLID? RAMI OUTLET H CIRCUS @7.50 POWER APPARATUS a SINGLE OUTLET CIR. Ex. Occup. OUTLET OR FIXTURS 20 Q 1.00 BIL @ .50 Ex. Occup. OUTiLETS REs D.Dew 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 • PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 here y affirm under penalty of perjury one of the following declarations: Er I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier _ A MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Policy Number IN (The above sections need not be completed'if the permit is for work of a valuation of one hundred dollars ($100) or less.) t ❑ 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 a? to become subject to workers' compensation laws of California, and agree that -if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith complywith those provisions. X _ Date_ -- Signature of Applicant - ❑ Owner ❑ Contractor Agent / An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height. Mobile Home Installation Fee $ Energy. Inspection Fee $ OCC CONST. TYPE TOTAL FEE $ 43.00 HAZ. D. FEES IMP I FLOOD CFF PARCEL PD I HD ISSU This permit is hereby issued under the applicable provisions the Butte County Code and/or Resolutions to do work indicated above for which fees have been paid. in B iY1 ./ A Date 5�27�97 PERMIT EXPIRES ON 5/?%/t) Date Receipt No. G6LU`Jq WHITE-D.D.S.-B.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT COUNTY OF BUTTE- DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING D SION 7 CountyCenter Drive - Oroville,�ralifornia 95965 -Tele hone 916 53 541 PER No. P � ) �� � � (Rev.12/96) APPLICAI;OiNAND PERMIT ASSESSOR PARCEL NUMBER 040-020-142 ZONING BOLDING PERMIT OWNER MATHEWS READY MIX TELEPHONE SO. FT. OCC. BUILDING VALUATION OWNERS MAILING ADDRESS 320 1ST ST., MARYSVILLE CA 95901 CONTRACTOR'S NAME OWNER TELEPHONE CONTRACTORS MAILING ADDRESS CONSTRUCTION LENDER NONE Fireplace LENDER'S MAILING ADDRESS Total Valuation $ ARCHITECT OR ENGINEER NONE LICENSE NO. Filing Fee $ 20.00 Permit FEB $ ARCHITECT OR ENGINEERS MAILING ADDRESS Plan Checking Fee $ BUILDING ADDRESS 161 SKYW H Energy Plan Checking Fee $ PERMIT FEE $ LAT NO.SUBDNISIONS NAME PARCEL MAP PLUMBING PERMIT Filing Fee 20.00 USEOFSTRUCTURE SF ❑ Duplex ❑ Mobilehome ❑ Other BATCH PLANT SPECIFY Each Trap 7.00 Solar or heat pump water heater 23.00 Water piping 15.00 Each gas water heater or vent 15.00 TYPE OF WORK New ❑ Addition ❑ Remodel ❑ Utilities Cy, Installation ❑ Other ❑ Describe Work: UPGRADE ELECTRIC TO INCLUDE GROUNDING Gas piping system 1 - 5 outlets 15.00 Building sewer 15.00 Mobile Home I S I G1 W 1 920.00 PERMIT FEE S 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 is in full force and effect.POWER License Class /¢ J`` 9 Lic. No. 39602-3 OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors License Law f he following reason: I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale. ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project. ❑ 1 am exempt under Sec. Business and Professions Code for this reason Main Service 200A TO 1000A 46.00 NEW CONST. / DWELLING OCCUP. OR ADONS. \ 8 ACC. BLDS. SO 3.50' NON -R SNEW IIDT ANCI C�CUTs @7.50 APPARATUS 8 SINGLE OUTLET CIR. EX. Occup. OUTLET OR FIXTURES 20@'•50 BAL @ .SO NS Ex. Occup. ouTLE>Drs R S D.OEl 5.00 Temporary Service 23.00 Mobile Home Facilities 20.00 Misc. Wiring 23.00 23.00 PERMIT FEE $ 43.00 WORKERS' COMPENSATION DECLARATION 1 here affirm under penalty of perjury one of the following declarations: ff I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided for by section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ 1 have and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of work for which this permit is issued. My workers' compensation insurance carrier and policy number are: Carrier Policy Number (The above sections need not be completed if the permit is for work of a valuation of one hundred dollars ($100) or less.) ❑ 1 certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of section 3700 of the Labor Code, I shall forthwith compl th those provisions. X — Date / �;�— Signature of Applicant - ❑ Owner ❑ Contractor nt ge An OSHA permit is required for excavations over 60" d ep and demolition or construction of structures over 3 stories in height. MECHANICAL PERMIT Filing Fee 20.00 Heating Cooling Hood 6.50 Ventilation PERMIT FEE $ Mobile Home Installation Fee $ Energy Inspection Fee $ occ CONST. TYPE TOTAL FEE $ 43.00 =.A. IMP FLOOD CDF I PARCEL PD I HD ISSU This permit is hereby issued under of the Butte Count Code and/or indicate above for which fees av PERMIT EXPIRES ON I the applicable provisions esolutions to do work been paid. Date 5�27�97 5/27/98 Date Receipt No. 222096 WHITE-D.D.S.-E.D. CANARY -ASSESSOR PINK -INSPECTOR GOLDENROD -APPLICANT kn KLEINFELDER An mployee owned company ' December �, 1996 - RECEIVED File: 26-1864-02 l Y ED Mr. Bill Richter Mathews ReadyMix, Inc. P.O. Box 386 Cradley, California 95948 DEC p 3 1996 BUTTE COUNTY BUILDING DIVISION Subject: HIGH-STRENGTH BOLTING SPECIAL INSPECTION MATHEWS READYMIX BUILDING ADDITION 1619 SKYWAY CHICO, CALIFORNIA , Dear Mr. Richter: On November 27, 1996, Kleinfelder observed tensioning of the 3/4 -inch ASTM A325 high-strength bolts at the subject project site. Bolts and nuts were identified per the AISC Manual of Steel Construction. Tensioning was by the calibrated wrench method. Our representative calibrated the erectors tensioning procedures using three -bolt assemblages in our Skidmore Wilhelm Tension, calibrator. Following the calibration, our representative verified that the tensioning procedure was implemented at each tension connection. Based on the calibration tests and our observations, to the best of our knowledge; the work was completed in accordance with the approved plans and specifications. Tension connections observed meet the minimum tension requirements of the Uniform Building Code Section 22 -IV -D. We have employed generally accepted inspection and testing procedures. However, we do not undertake the guarantee of construction nor do we relieve the contractor of his primary responsibility to produce a completed project conforming to the project plans and specifications. No warranty is expressed or implied. If you have any questions regarding this information, please contact Cliff Curry at (916) 244-7203 at your convenience. Very truly yours, KLEINFELDER, Inc. lifford D. Curry Technical Services Supervisor n CDC:da. cc: Butte County Building Department 229627 File: 26-1864-02 - Copyright 1996, Kleinfelder, Inc. December 2, 1996 KLEINFELDER 1522 Charles Drive, Redding, CA 96003-1423 (916) 244-7203 (916) 244-3031 fax _ ,z . A `•1 1 r Ni A T i; R ,A- L `1V E A L T H A. f\) D I t, -BUILDING DIVISION Matthew's Read Mix Ready DEPARTMENT OF DEVELOPMENT SERVICES 1619 Skyway 7 COUNTY CENTER DRIVE ` OROVILLE, CALIFORNIA 95965-3397 Chico, CA, 95928 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 Re: Batch Plant Date: 9/16/96 A.P. No. 040-020.-142 Permit #96-1545 With reference to the above subject, attached is: [x] Plan Check List [ ] Red Marked Calculations [ ] Red Marked`Plans [x] Other: Butte County Special. Inspection Policy sheet. Action Required: [x] Comply with plan check list [ ] Resubmit Plans with revisions as requested ] Resubmit calculations with revisions as requested [ ] Return originally submitted material Should you have any questions, don't hesitate to contact me at (916) 538-7541 Monday through Thursday between 1:00 PM and 4:00 PM.. ASincerel ' George R. Kellogg Plan Check Engin , a L A >1 - - �J.�'U�.aL ` EAL !� AND BUILDING DIVISION DEPARTMENT OF DEVELOPMENT SERVICES 7 COUNTY CENTER DRIVE - OROVILLE. CALIFORNIA 95965-3397 9/12/96 TELEPHONE: (916) 538-7541 FAX: (916) 538-2140 MATTHEW'S READY MIX .1619.SKYWAY CHICO, CA 959287. Re: 96-1545 A.P.# 40-020-142 With reference to the above subject, attached is: [X] Plan Check List [ ] Red Marked Calculations it [ ] Red Marked Plans [ ] Other Action Required: [X] Comply With Plan Check List [ ] Resubmit Plans with Revisions As Required [ ) Return All Original Materials and Revised Plans to the Building Department [ ] Other Should you have any questions, please contact this office at the address or phone number listed above. Sincerely, MARTHA WHITNEY - PLAN CHECKER 7 Permit Applicant: IMATTH ' S READY MIX Permit Number: 96-1545 040-020-142 9/12/96 Assessor Parcel Number: Date: The above referenced building plans were reviewed by this office. Provide additional information and/or make revisions to plans, spec cations and calculations as follows: THIS BUILDING MEETS THE -OCCUPANCY CLASSIFICATION.OF.S3 - A REPAIR GARAGE WHERE WORK.IS LIMITED TO EXCHANGE OF PARTS AND MAINTENANCE REQUIRING NO. OPEN FLAME OR WELDING - RATHER THAN A F-1. AS SUCH THIS BUILDING WILL REQUIRE A 1 -HOUR OCCUPANCY SEPARATION. ALL OPENINGS IN THIS SEPARATION SHALL BE PROTECTED BY A 1 -HOUR FIRE ASSEMBLY. 'IF SUCH SEPARATION ALREADY EXISTS, SHOW LOCATION ON PLANS. IF IT DOES NOT SHOW NEWiSEPARATION, INCLUDING CONSTRUCTION DETAILS OF ASSEMBLY ON PLANS. /�• IS THIS BUILDING HEATED OR COOLED? THIS.BUILDING IS REQUIRED TO BE FULLY HANDICAP ACCESSIBLE.: DISPROPORTIONATE COSTS FOR -THIS PROJECT ARE $3072.00. THIS AMOUNT MUST BE SPENT TO BRING PROJECT INTO COMPLIANCE. PLEASE PROVIDE LIST OF'ITEMS TO BRING BUILDING .INTO COMPLIANCE. SHOW PARKING INCLUDING ONE VAN -ACCESSIBLE HANDICAP PARKING SPACE. 0 If you wish to discuss any requirements, you may contact me at (916) 538-7541 between 1:00 P.M. and 4:00 P.M., Monday through Thursday. MARTHA WHITNEY - PLAN CHECKER Permit Applicant: A&05 lx Permit Number: Assessor Parcel Number. D 40'-OZa -N a- Date: 9 3 " q(O The above referenced building -plans were reviewed by this qffice. Provide additional, information and/or make revisions to plans, specifications and calculations as follows: AAWad #4P1 If you wish to discuss any requirements, you may contact me_ at (916) 538-7541 between 1:00 P.M. and 4: 00 P.M., Monday through Thursday. ' NORTHSTAR ENGINEERING 20 Declaration Drive Chico, CA 95926 (916) 893-1600 FAX '(916) 893-2113 I t, ' STRUCTURAL CALCULATIONS PROJECT ISI / 1 T H Ci WI C7 I7-2,AT, T/M I %C JOB NO. 7 LOCATION S KY [,,JAY GN I GO DATE CODES: Uniform Building Code, 1994 Edition AISC, Manual of Steel Construction,:9th Edition ACI, Manual of Concrete Practice, 1988 Edition AITC, Timber Construction Manual MATERIALS: jo�4gOFESSIOJV C ~ wQ1;5� 4�'t M. Rlc��r Y C 053590_ I CI V 11. �S� OF C ALl� o/ LOADS: Concrete: f'c = 2500 psi @ 28 Days Masonry: f'm = 1500 psi Mortar: f'c = 1800 psi, Type "S" . Grout: f'c = 2500 psi @ 28 days . Steel Reinforcing: A-615 Grade 40 for #4 and smaller A-615 Grade 60 for #5 and larger Structural Steel: ASTM A-36 Steel Pipe: ASTM A53 Grade B Steel Tubing:. ASTM A500 Grade A or B Machine Bolts, Anchor Bolts: ASTM A307 Grade A Wood Connectors: Simpson Strong -Tie or equal. Wood: Light Framing: Const Grade Douglas Fir Struct Lt Framing, Joists & Planks: D.F. #2 Beams & Stringers, Posts & Timbers: D.F. #1 Plywood: A.P.A. Rated Sheathing, Grade CD., .UBC Std 25-9 Glue -Lam -Timber: ANSI/AITC A190.1-1992. Simple Spans:.24F-V4 Combination Cantilevers: 24F -V8 Combination Roof Live Load: 2-0 psf Seismic Zone 3 Floor Live Load: psf Wind Speed: 8O mpf Exposure: Method 2 used unless othe,rwis'e noted. Allowable. Soil Bearing (psf) ARE SPECIAL INSPECTIONS REQUIRED ? N O j FO jZ FO L� O DAT 10 rJ GENERAL: Any structural. or non-structural items that are not specifically addressed in the following calculations and or details are designed by ,others and are not the responsibility of NorthStar Engineering. Verification of the soil conditions at the project site to determine the expansion index or bearing capacity is by others. Page 1 of �j BY: m z DATE: 6P JOB NO: Gj -7 PAGE 2 OF NWth%.tar ENGINEERING Civil Engineers o Planners o Surveyors 20 DECLARATION DRIVE CHICO, CALIFORNIA 95926 916-893-1600 L- -2 T I Fad MTI, P�UfLtilt\l ASD 1TIOIJ-rz 2 D C -T V--;) ��'G 2- OF 7'r-,- L1 6, T q 17- A L- r -,,A L C-- L� L AT otl�' c- 1- 4 .1 Irl . I - 0 K 0 L" T T A' I-1 AY, V. I GA L (C: -:-i A I T 1--i A -Y-1 W FOOT LJ1 L. AT 10 r� o� Z < < ZI'll� = 41 - ZI '� c2 KSI Z A BY: JMR NORTHSTAR ENGINEERING .06/19/96 20 DECLARATION DRIVE JOB NO: 5731 CHICO, CA 95926 PAGE: OF: '2j (916) 893-1600 DESIGN OF FOOTINGS BASED ON FORCES DETERMINED BY CBC BUILDINGS LOAD MAX. HORIZ. ` MAX. VERT. COMBINATION LOAD (KIPS) LOAD (KIPS) DL + LL 1.0 OUTWARD 2.6 DOWNWARD WIND LOAD 0.0 OUTWARD 1.2 UPWARD WIND LOAD 1.5 INWARD 0.0 DOWNWARD GRAVITY LOADS: MAX. LOAD = 2.6 KIPS UPLIFT LOADS: MAX. LOAD 1.2 KIPS ALLOWABLE SOIL BEARING = 1500 PSF .BEARING AREA REQUIRED = 1.73 'SQ. FT. TRY THE FOLLOWING DIMENSIONS: W = WIDTH = 2.00 FT L = LENGTH =' . 2.00 FT D = DEPTH = 2.00 FT MAXIMUM BEARING CAPACITY = 6.00 KIPS MAXIMUM UPLIFT CAPACITY = 1.3 KIPS WHERE: P = MAXIMUM ALLOWABLE UPLIFT (KIPS) _ (Wt + F) _ Wt = FOOTING WEIGHT (KIPS) =.15 KCF * W *1 * D = F = RESITANCE DUE TO FRICION (KIPS) = u * N * A = u = COEFICIENT OF FRICTION BETWEEN SOIL AND FTG. A = SURFACE AREA OF FOOTING AGAINST SOIL (SQ.FT.) _ E = EQUIVALENT FLUID PRESSURE ON SIDES (PSF) . _ N = NORMAL FORCE TO THE FOOTING (LB) _ (E * D) /2 USE 12'- 0' x 2'- 0' x 2'- 0' DEEP FOOTING DETERMINE AREA OF STEEL REQUIRED TO RESIST OUTWARD THRUST . MAXIMUM FORCE ACTING AWAY FROM SLAB (KIPS) _ MINIMUM STEEL YIELD STRENGTH Fy (KSI) _ MINIMUMf AREA OF STEEL REQUIRED (SQ.IN.) _ USE 1I #4 HAIRPIN AROUND EACH SET OF ANCHOR BOLTS OKAY . OKAY 1.30 1.20 0.10 0.25 16.00 30 ' 30.00 1.0 46.00 0.05 STEEL BUILDINGS STRUCTURAL CALCULATIONS INOEX r A. DESIGN LOADS AND REACTIONS B. PLAN C. SHEETING DESIGN~ D. SECONDARY FRAMING DESIGN �AOFESSIO� E. ENDWALL DESIGN l�,�(Q 8 N .2 F. RIGID FRAME DESIGN -97 G. LONGITUDINAL BRACING QFC�,�,\�o H. SPECIAL FRAMING DESIGN CBC STEEL BUILDINGS IS AN APPROVED FABRICATOR OF STEEL BUILDINGS: ICBOES FA -322 CITY OF SEATTLE CERTIFIED PLANT CITY OF LOS ANGELES 'TYPE 1 FABRICATOR PO BOX 1009 LATHROP CALIFORNIA ( 209 1 963 - 0910 r �E I ----------- C3rl F= -C-1 FR0=1METE_= @RS Y PJP Sheet AAA- _ Date 05-30-1996 Cust MATHEWS READY MIX Job # 16200 STRUCTURE DESCRIPTION Building Width (span)-: 40 ft. Eave Height 14 ft. Pay Space (trib) is ft. . Roof Slope f .5 in. /ft. ` BASIC LOADS 'Roof Live Load 20' psf Frame Live Load (UPC) 16 psf Wind Load .(1991 UPC) Speed 80 mph Exposure C Building Dead Load 3 psf ## This structure is designed in compliance with CPC -specifications and standards utilizing the pertinent, provisions and recommendations of the American Institute of Steel -Construction AAISC) International Conference of Buildingg Officials (UPC), American Iron'and h eel Institute (AISI), the Metal Building Manufacturers Association (MBMA) and their publications. �# By P J P Date 05-30-1996 1= IRS MF=- FRI--- d=�C�T I C3pgs; ClAst MATHEWS READY MTX D L + L L 1.0 k 1.0 k 6 k 216 k Sheet A- 2 Job # 16200 F17DL W L .00.5 k 1 l _. � 1. c 1< - 0..i.k ANCHOR BOLTS (2) 3/4 in. dia.- x 16 in. long, ASTM A36, ' 3 in. ,hook with Bearing Angle L 3 x 3 x 3/16 x 6 in., ASTM A36. By PJF' = Sheet B -- Date 05-30-1996 Cust MATHEWS READY MIX,Job # 16200 S3"F=-ET 1 P4 C3 7DF—=5 Y C3r%j By PJ'P Date 05-30-1996 Cust MATHEWS READY MIX ROOF PANELS Span = 5 ft. Actual DL + LL = .92 + 20 = 20.92 psf *** USE: 26 Ga Standard R panel* Allowable DL + LL = 38.1 psf (See. chart ' C' ) WALL PANELS Span = 7.33 ft. Actual WL = 20.86 psf * USE: 26 Ga Standard R panel Allowable WL = 17.5 x 1.33 = 28 psf FASTENERS Sheet C- Job # 16200 )OK( (See chart 'C:') >OK< Purlin Space = 5 ft. Wind uplift = 22.6 psf Act uaI W = 22.6 x 5 = 113 lbs/ft. * USE: -.#12-14 x 1 in. Self Drilling Screw at 12 in o.c. Allowable W = 504 lbs. (Atlas Bolt & Screw Co.) lel C3 ID E S I l3 P4 By PUP Sheet C- Z Date 05-30-1996 CI_Ist MATHEWS READY MIX Job #_16200 , <-------------'-38 net cover -age -------------- > <-----12-----> (-----12-----> <-=---12-----> HEIGHT BASE WIDTH TOP WIDTH HIGH RIB: 1-1/4 3-5/64 # 1 LOW RIB: 3/16 1-3/8 3/4 Steel Thichness gage: 26a. ' Ixx 0._0423 in^4 F� 80 ksi .0198 in. Eff Sxx 0.0408 in%3 F b 30 ksi ALLOWAHL.E UN I,FORM L.OALi (G■SF'•) Sppan (Ft ) 1 Pending Span Dflc.L/180 3 Bending SePan Dflc.L/180 4 Sppan Bending Sm.. - 1.50 362.7 1076.9_ 453.3 203.3 423.3 2157.3 1.75 266.4 678.2 333.1 1385.5 311.0 1385.5 2.00 204.0 454.3 255.0 857.4 238.1 910.1 2.25 161.2 319.1 201.5 •602.2 188.1 639.2 2.50 130.6 .232.6 163.2 439.0 154.2 466.0 2.75 107.9 174.8 134.9 329.8 125.9* 350.1 3.00 90.7 134.6 1'13:3 254.0 105.8 269.7 3.25 77.3 105.9 96.6 199.8 90.2 212.1 3.50 66.6 84.8 83.3 16_0.0 77.7 169.8 3.75 58.0 68.9 72.5 1,x0.1 67.7 1.x8.1 4.00 51.0 56.8 63.7 107.2 59. 5 113.8 4.25 45.2 47.3 56.5 89.3 52.7 94.8 4.50 40.3 39.9 50.4 75.3 47.0 79.9 4. 75 36.2 1 33.9 45.2 64. 0, 42. 2, 67.9 5.00 32.6 29.1 40.8 54.9 38.1 58.2 5.25 296 25.1 37.0 47.4 34.6 50.3 5.50 27.0 21.8 33.7 41.2 31.5 43.8 J. 7J -4.7, 19.1 30.9 ,s6. 1 28.8 38.3 6. 00 22. 7 16.8 28. 3 x 1. 8 26.5 33.7 6.25 20.9 14.9 26.1 28.1 24.4 29.8 6.50 6.75 19.3 17.9 13.2 11.8 24.1 22.4 25.0. 22.3 22.5 20.9 26.5 23.7 7.00 16.7 10.6 20.8 2:1 0. 0 19.4 21.-, 7. 25 15. 5 9.5 19.4 18.0 18.1 7. 50 14. 5 8.6 18.1 16.3 16.9 17. 3 7.75 13.6 7.8 17.0 14.7 15.9 15. 6 8.00 12.7 7.1. 15. 9 13.4 14.9 14.2 The above values may be'increased by 33.33% for wind load SECiCIMnG=) FR N, 9= FRAM 16V C3 nY (D P4 Py E!12 Sheet D_ I Date 05-30-1996 Cust MATHEWS READY MIX Job # 16200 PURLIN DESIGN Span = 12 ft. Tributary width = 5 ft. Fy = 50 .ksi Actual w(dl + 11) = 5 x ( 1.6 + SO ) = 108 lb/ft * USE: 8.5 in. "Z7 16 Ga Simple Span at 5 Ft o. c. max * Allowable w(dl + 11) = 303 lb/ft (chart 'D') )OK< EAVE STRUT DESIGN SPAN = 12 ft. Tributary width = 2.01 ft. Actual w(dl + 11) = 2.01 ( 5.84 + 20 ) = 45.91 lb/ft * USE: 8.5 in x-8.5 in x 16 Ga simple span Eave Strut *# Allowable w(dl + 11) = (20,000 * 2.47 / 12 `-2) = 343.06 lb/ft >OK< ECI3"n4:-:1 RY F FRd::M I P4C; n1_S I E;tom Ry F'J'F' Sheet D- Date 05-30-1996 Cust MATHEWS READY MIX Job '# 16200 GIRT DESIGN Eave Ht. = 14 ft. Wind Load'--' 20.66 psf ELEVATION Trib Width' S an 11.00 ft. 3..34 ft.` �' ft. *# USE: 8.5 in ' Z' x 16 Ga. GIRTS' ### Actual' w(wl) = 69.57 alb%ft Allowable w(wl) = 303.00. x 1.33 = 402.99 l.b/ft' '>OF<( Trib Width S an 7..33 ft. 5.50 ft. 0' ` 12 . . ft ****—USE: 8.5 in s Z' x 16 Ga. GIRTS###' Actual w(w).) = 114.73 lb/ft Allowable w(wl) .= 303.00 'x 1.33 - 402.99 1b/ft >OK< *** See Chart ' D' *** • a r - r '3FZC:C3I"Q n9=1 RN' F= FRC4M I P4 CD IDr--E3 I C3pq By PJP Date 05-30-1996 Cust MATHEWS READY MIX # C : H A:21 R -IF I00 � SECTION PROPERTIES Fy = 50 ksi Sheet D - Job # 16200 -X- -X- -3k- Fb = 30 ksi Member Size Lbs/ Ft Area in^2 Sxx in^3 Syyy in- Rxx in. Ryy in. Q Purlins 8.5x2.75xl6 ga ' Z' 3.01 0.89 2.18 0.43 3.30 1.23 .60 and 8. 5x2. 75x14 ga ' Z' 3.76 1.11 2.83 0.55 3.30 1.24 .67 Girts 8.5x2.75xl6 ga 'C' 3.01 0.89 2.18 0.38 3.30 1.01 .60 16 14 8. 5x2. 75x 14 ga 'C' 3.76 1.11 2.83 0.47 3.30 1.01 .67 Eave 8.5x2. 75x16 ga 3.78 1.11 2.47 2.47 3.50 1.54 .72 Struts 8. 5x2. 75x 14 ga 4.72 1. 39 2.98 2.98 3.50 1.55 .79 CONTINUOUS PURLIN DESIGN SIMPLE SPAN DESIGN No. Bays Live Load psf Bay Sppace Ft. End Bay Gage Int Bay Gage Laps Ft./Ft. Allow Lbs/ Ft. Bay Space Ft. Gage Allow Lbs/ Ft. 20 20 25 30 16 16 14 0 0 0 0.00/0.00 2.67/2.67 4.00/4.00 109 107 111 18 16 14 135 175 19 14 157 2 25 20 25 16 14 0 0 2.00/2.00 2.67/2.67 I 171 156 20 16 109 30 14 0 4.00/4.00 111 14 141 20 16 0 2.00/2.00 171 21 16 14 99 128 30 25 30 14 14 0 0 2.67/2.67 4.00/4.00 156 111 20 20 25 30 16 16 14 16 16 16 0.00/0.00 2.67/2.67 4.00/2.67 109 117 108 22 16 14 90 117 23 16 14 82 107 3 25 20 C.5 30 16 14 14 16 16 16 0.96/0.96 2.67/2.00 4.00/2.67 168 150 108 24 16 76 14 98 20 16 I 16 0.96/0.96 168 25 16 14 70 91 30 25 30 14 14 16 16 4.00/2.67 4.00/2.67 158 108 20 16 16 0.00/0.00 109 26 16 64 20 25 30 16 14 16 16 2.67/2.00 4.00/2.67 119 109 14 84 27 16 60 20 16 16 0.96/0.96 156 14 78 4 25 25 30 14 14 16 16 2.67/2.00 4.00/2.67 138 109 28 16 56 14 72 20 16 16 0.96/0.96 156 29 16 14 52 67 30 25 30 14 14 16 16 4.00/2.67 4.00/2.67 165 109 30 16 48 14 63 EIN4IDWf:)L_L- }:F R6z)m I V4C9 E3EE3 T C; I'M By PUP Sheet EE� Date 05—�j0-1996 Cust MATHEWS READY MIX Job # 16200 END POST DESIGN EXTEND JAMBS AS ENDPOSTS �. Length = 14.00 ft Trib width = 10.00 ft ### USE e 8a 5 x 2.75 x .16 Ga ' Cl Sx x 2. 18 i n"31 Actual w(wl) = 10 ft x 13.9072 psf = 139.07 lb/ft� Allowabl"e w,(wl) _ 222.45 x 11. -33 = 295.86- lb/ft (See Chart 9E') , r . x E r Y EAJ135411L_I- F= R1::4M 10,9 C-3 I�D I (D64 By PJP - Sheet E- 2 Date 05-30-1996 Cust MATHEWS READY MIX Job # 16200 454045 C: VA to FR T E ' 45 so -W Light Gage Coldformed Shapes: Fy = 50 ksi , Fb = 30 ksi (3) Three Plate Built-up Shapes: depth flg Size web Wt/ft Area Wt/ft Area Sxx Syy Rxx Ryy Q 8.5 x 2.75 x 16 ga 1E, 3.00 0.87 2.18 0.38 3.30 1.01 .60 8.5 x 2.75 x 14 ga ' C' 3.76 1.08 2.83 0.47 3.30 1.01 .67 8.5 x 2.75 x 16 ga ' 1 E' 6.00 1.74 4.36 0.88 3.30 1.25 .60 8.5 x 2.75 x 14 ga ' i E' 7.34 2.16 5.66 1.19 3.30 1.26 .67 10 x 5.5 x 14 ga Q, 5.06 1.49 4.35 1'. 15 3.93 1.63 .62 10 x 5.5 x 12 ga IV 7.10 2.09 5. 72 1.61 3.91 1.63 .71 8.5 x 8.5 x 16 ga 'G, 4.89 1.44 I 3.34 3.34 3.19 3.19 .60 (3) Three Plate Built-up Shapes: depth flg size web Wt/ft Area Sxx Syy Rxx Ryy Rt 8.5 5 x 3/16 10 ga 10-08 2.97 9.04 1.56 3.60 1.15 1.33 8.5 5 x 1/4 10 ga 12.14 3.58 11.36 2.08 3.67 1.21 1.36 8.5 6 x 1/4 10 ga 13.84 4.08 13.36 3.00 3.73 I 1.49 1.64 8.5 I 8 x 1/4 10 ga 17.24 1 5.08 , 17.36 , 5.33 3.81 2.05 , 2.22 NOTE: Rake beams and end posts are designed as simple span.. End post anchorage : (2) 3/4 dia. anchor bolts. Formulae for Allowable Load Determination: M= w x L`2 / 8 then w= 8 x M/ LV = 8 x (Fb x S) / L'2 Allowable w = (8 x 30000 x S / 12) / L"2 = 20,000 x S / L'''2 CBC•'Steel Buildings Job 16200 Seq 1/5240 Date 05/30/96 10:10 Page F- M BP -MRP Computer System - Rigid Frame Design, Copyright by ISE, Inc., 1991 F R A M E D E S C R I P T I O N MBP Data File Name: 16200.MBP Run Title: RIGID FRAME AT LINES 1 AND 2 Customer: MATHEWS READY MIX MBP File Creatn Date: 05/30/96 09:59:46 Analysis / Desg Date: 05/30/96 10:00:54 Prepared by : PJP Frame Type : CLEAR' -SPAN Bldg Width (ft) ) : 40.000 Eave Hei ht (ft) : 14.000 Roof Pitch (in/ft): .500 Ray Spacing (ft) a 6.000 Live Load (psf) : 16.000 Dead Load (psf) : 2. 000 Wind Speed (mph) : 80.000 EXPOSURE C Num of Nodes: 5 Num of Supports: 4 Num of Members: 4 Num of Member Types: 2 Num of Segs per Mem: 8 Num of Load Cases: 4 Num.of Load Combs: 2 Node Coordinates ----------------- Node 1 2 3 X -Coordinate (ft) .2916 .5080 20.000 Y -Coordinate (ft) .0000: 12.812 13.624 Support Locations ---------------- 4 1 5 39.492 39.708 12.812 .0000 Sup art 1 - - 4 s 1 1 4 1 5 39.492 39.708 12.812 .0000 Sup art 1 - - 4 At Node 1 1 Direction Horizontal Vertical Horizontal Vertical, Member Data Member r 1 2 3 4 Node at the Start 1 2 4 5 Node at the End3 - Length of the. Member (ft) 12.814 19.509 15 19.509 4 12.814 Member Kind BU/TD/EF./Op BU/TD/EF/OT BU/TD/EF/Op BU/TD/EF/Op Normal/Opp State End -Release Code Normal Norma Opposite Opposite Yield Stress, F y ( k s i ) 00 50.000 00 50.000 00 50.000-, 00 50.000 Modulus of Elast, E (ksi) 29000.000 29000.000 29000.000 29000.00 4 CPC Steel Buildings Job 16200 Seq 1/5240 Date 05/30/96 10:10 L O A D I N G LOAD CASES 1 : SELF WEIGHT 2 : Dead Load 3 : Live Load 4 : Wind Load LOAD COMBINATIONS 1 : DL+LL -2 : DL + WL LOAD COMBINATION COMPOSITIONS (PERCENTS) Load Case 1 Load Case 2 Load Case 3 Load Case 4 1 100.000 100.000 100.000 -2 100.000 100.000 100.000 A negative sign in front of the load combination number indicates wind or seismic loading (allowable stresses may be increased 1/3). SELF WEIGHT loads are calcLlated by the program. Load Case 2 -------------) UNIF L Member c Member 3 Magni (kip/ft): -.01199 -.01199 From (ft) -.5084 -.5084 To (ft) 19. 509 19.509 Eccen (ft) . 0000 .0000 Angle (degr) VER VER Page F- Load Case 3 -------------) Member 2 Member 3 UNIF L Magni (kip/ft): -.09592 -.09592 From (ft) -.5084 -.5084 To (ft) 19. 509 19.509 Eccen (ft) .0000 .0000 Angle (degr) VER VER Load Case 4 -------------) -------------) ------------- ) Member 1 Member 2 Member 3 Member 4 UNIF L ' Magni (kip/ft): -. 08352 .07308 .07308 .05220 From (ft) . 0000 -.4581 -.41581 .00"00 To (ft) 14. 002 19.509 19.1509 14.002 Eccen (ft) .0000 .0000 .0000 .0000 Angle (degr) POU POU POU POU Page F- CBC -Steel Buildings Job 16200 Seq.1/5240 Date 05/30!96 10:10 RESULTS Support Reactions kips for horizontal and vertical supports ----------------- kip -ft for rotational supports DL + LL Sup: 1 2 3, 4 AtNode: 1 1 5 5 Direc: Horizontal Vertical .Horizontal . .,Vertical Reac: .9701 2.592 -.9701 592 DL + WL AtNode: 1 1 5 5 Direc: Horizontal Vertical Horizontal Vertical Reac: -1.421 -1.124 -.4797 -.4487 Highest Combined Stress Ratios -------------------------- Member 1 2 3 Comb Stress Ratio 3076 .2711 .2711 Final Lat Sup Sp Top (ft) 6.000 5.000 5;000 Final Lat Sup Sp Bot (ft) 6.000 5.000 5.000 Station (ft) 12.342 .4716 .4716 Load Comb 1 1 1 Highest Shear Stress Ratios Member 1 2 Shear Stress Ratio .05583 .1239 .1239 Station (ft) .0000 .4716 .4716 Load Comb 2 Final Sections Weight of the Frame (lbs) 863.417 Fuge F- 3 4 .:,076 6.000 6.000 12.342 1 4 05064 12.342 1 Member 4 -1 1/4 10 Ga 6.999 12.193 12.814 162.628 Member 1 Member 2 Member 3 Member Type 1 2 Final Flange Width (in) 5 5 5 Final Flange Thick (in) 1/4 1%4 1/4 Final Web Thickness (in) 10 Ga 10 Ga 10 Ga Final Depth at Start (in) 6.999 12:000 1.000 Final Depth at End (in) 12.193 12.000' 12.000 Length of the Member (ft) 12.814 19.509 19.509 Weight of the Member (lbs) 162.628 269.081 269.081 Weight of the Frame (lbs) 863.417 Fuge F- 3 4 .:,076 6.000 6.000 12.342 1 4 05064 12.342 1 Member 4 -1 1/4 10 Ga 6.999 12.193 12.814 162.628 MBP System — COnnection Processor, Version 1.2 (4/91) ------------------------------------------------------------------------------- MBP file name: 16200. MPF' Customer: MATHEWS READY MIX Run title: RIGID FRAME AT LINES 1 AND 2 Frame analyzed/designed: 05/30/96 10:00:54 This report created: 05/30/96 ;'10:01:08 C O N N E C T I O N D E FI N I T I O N S CONNECTION 1 On member, 1, At 12.334 ft,, Angle: HOR Min In—Plane Dim: 12.000 in, Min Transversal Dim: 5.000 in CONNECTION 2 On member 2, At 19.509 ft, Angle: VER Min In—Plane Dim: 12.010 in, Min Transversal Dim: 5.000 in CONNECTION G On member 41 At 12.334 ft, Angle: HOR ..Min Ing -plane Dim: 12.000 in, Min Transversal Dim: 5.000 in F 0 R C E S A T C O N N E C T I O N S ----------------------------------------- LIST OF LOAD COMBINATIONS 1 : DL + LL : DL + WL CONNECTION 1 Load Axial Shear, Bending Comb Force Force Moment (kips) (kips) (kip -ft) 1 =2.435 -.970 -11.439 -if 1.280 .391 10.895 CONNECTION 2 Load Axial Shear Bending Comb Force Force Moment (kips) (kips) (kip -ft) 1 -.970 .000 10.452 -` .312 -. 337 -4.179 CONNECTION 3 Load Axial Shear Bending Comb Force Force Moment (kips) (kips) (kip -ft) 1 -2.435 -.970 -11.439 -` .605 .164 -2.041 By GJE Sheet F- 1 Date 05-30-1996 Cust ylATHEWS READY MIX Job # 16200 `USE 3/4 in. ASTM (A -25—N) High Strength Bolts KNEE CONNECTION Platesize: 6 x .5 x 1c in. ( 50 ksi) Allow bolt tension w/ stiffener = 1.4.370 k/bolt Allow bolt, tension w/o stiffener 7.185 k/bolt Actual Dead +Live. moment = 12.00 k—ft (01_ttside bolts z'n tension) Allow Dead + Live moment = 22.75 k -ft W/_1 rows of bolts w/ 0 stiff 0 row of bolts outside flange Actual Dead + Wind moment =-11.00 k -ft (Inside bolts in tension) Allow Dead + Wind moment 30.26-;k—ft w/ 1 rows of bolts w/,0 stiff RAFTER -RIDGE CONNECTION Plate size: .6 x .5 x 16 in. ( 50 ksi> Allow. bolt tension w/ stiffener = 14.370 k/bolt Allow bolt tension w/o stiffener = 7.185 k/bol_t Actual Dead + Wind moment = 5.00 k=ft (Upper.bolts in tension) Allow Dead ,+ Wind moment = 31.85 k -ft w/ 1 rows of bolts w/ 0 stiff Actual Dead + Live moment = 11.00 'I< -ft (Lower bolts in tension) Allow Dead + Live moment = 57.48 k -ft w/ E rows of bolts w/ 0 stiff 1 row of bolts below flange COLUMN BASE PLATE Ver -tical load = 2.60 kips C011_tmn flG width = 5.00 in. # USE: BASE PILATE 8 x . 375 x 8 in. ( 50 k s i. ) Min Reg1 d Thk 'c x St;R f_ 2.6 / ( Ei x 8 x . 2�� x 50 ) ] = 114 in L_C39",1(3 Y TUn X "F -)L_ JL3L RnC,i' T pgC3 By Sheet G- _ Date 05-30-1996 Cust MATHEWS READY MIX Job # 16200 BLDG DATA Bldg width = 40.00 ft Bldg length = 12.00 ft Bay space = 12.00 ft Eave height = 14.000 ft Ave EW height = 7.208 ft LOADS Wind F'ressure = 2E.60 psf - Wind Load = ma - c'-'. 60 ( 40.00 x 7.L08 ) / 1000 = 6.52 kips Seismic Zone = 4 Importance Factor, _ .1.00 W = ( 3 ) x t 40 x 12 ) + ( 3 ) x ( 40 x 7.208 08 ) _ 2305 lbs ZIC 3Rw Seismic Load= x x W / 1000 Rw 8 � 1 0.138 x 3 x 2305 1 / 1000 =__._0. 95 kips SIDEWALL BRACING USE ( E ) X -braces : 3/8 in dia EXTRA HIGH STRENGTH CABLE(ASTM A475) see sheet - COS 0 = 12' / SQR ( 12''`22 + i.4--"2 ) = 0. 651 Max tension wind Wind Load / X -braces = COS sus 6.52 / C_ ) / 0.651 -- 5J.01 kips Cable strength ----------------------------> _ 1.5.40 kips >OK< Seismic Load / X -braces Max tension seism;.c C0 0 ( 0. 95 / ) / 0. 6,51 0. 73 kips Cable strength -----------------------------> = 15. 40 kips > OFA, C 4i I STEEL BUILDINGS f. _STRUCTURAL CALCULATIONS INDEX A, DESIGN LOADS AND REACTIONS B. PLAN - C. SHEETING DESIGN D. SECONDARY FRAMING DESIGN Q�p¢ESSI' � E. , ENDWALL DESIGN cS Q r F. RIGID FRAME DESIGN' _ NP 2 197 G. LONGITUDINAL BRACING ➢� H. SPECIAL FRAMING DESIGN CBC STEEL BUILDINGS IS AN APPROVED FABRICATOR OF STEEL BUILDINGS: ICBOES FA -322 CITY OF SEATTLE CERTIFIED PLANT CITY OF LOS ANGELES - TYPE 1 FABRICATOR PO BOX 1009 LATHROP CALIFORNIA C 209 ] 983 - 0910 g}E--3.I C3 tJ F-, C-4 FR d24 MET.E F;ZE By F'JP Sheet ,----�---- Date 05-30-1996 Rust MATHEWS READY MIX Job # 16200 STRUCTURE DESCRIPTION Building Width (span) 40 ft. Eave Height 14 ft. , Ray Space (trib) A ft. Roof Slope .5 in. /ft.' BASIC' LOADS Roof Live Load :0 psf ' Frame. Live Load (UBC) 16 psf Wind Load (1991 UPC) : Spie'd 80 mph Exposure C Building Dead Load 3 psf L ### This strucAre is designed in compliance with CPC specifications and standards utilizing the pertinent provisions and recommendations of the American Institute of Steel Construction (RISC) International Conference of Building Officials (UPC), American Iron and Ateel Institute (AISI), the Metal Building Manufacturers Association (MBMA) and their publications. y I= FR d=i mC: FR E= #=k CC T Y C3PSIE; By FIJP Date 05-30-1996 Cust MATHEWS READY MIX D L + L L 1.0 k �4 1.0 k 2 6 k 2.6 k Sheet A— 2 Job # 16200 7DL W L a 1 •0 00. 5 k 1 _. 1. �.. I< 0..,C k ANCHOR BOLTS. (') 3/4 in. dia. x 16 in. long, ASTM -A36, 3 in. hook with Bearing Angle L 3 x 3 x 3/16 x 6- in., ASTM A36. V I E=: L -J * Ry F'JF' Sheet Date 05-30-1996, Cust MATHEWS READY 14IX+. Job # 16200 Zoo Is _ *'o o \ / T. E3"F—=ET I INA ES IDBS I t_iPA By PJFI = Date 05-30-1996 Cust MATHEWS READY MIX ROOF PANELS Span = 5 ft. Act Ua 1 DL + LL = .92 + 20 = 20.92 psf *#* USE: 26 Ga Standard R panel *** Allowable DL + LL = .38.1 psf (See.chart 'C') WALL PANELS Span = 7..33 ft. Act I_ia l WL = 20.86 p s f *** USE: 26 Ga Standard R panel *** Allowable WL = 17.5 x 1.33 = 23.28 psf FASTENERS Sheet C- Job # 16200 )OK< (See chart 'C') >OK< Purl in Space = 5 ft. Wind uplift = 22.6 psf Actual W = 22.6 x 5 = 11.3 lbs/ft. ** USE: -#12-14 x 1 in. Self Dri_11_inq Screw at 12 in. o.c. *** Allowable W = 504 lbs. (Atlas Bolt & Screw Co.) t E36--fEET 19tilC3 IDEE3 I C3IN By PSP Sheet C- G Date 05-30-1996 Cust MATHEWS READY MIX Job # 1620 -X -3*- c VA A R -r- -m- <-----=--------361net cove'r'age=-.--- -------- > <-----12-----) <7----12-----) <-----12-----> HEIGHT• BASE WIDTH TOP WIDTH HIGH RIB: 1-1/4 3-5/64. 1 LOW RIB: 3/16 1-3/8 3/4 Steel gage: Thichness-: 01 ga. Ixx 0.0423 in'`4 F� 80 ksi .0198 in. Ef�f Sxx 0.0408 in03 F b : 30 ksi ALL- OWAHL.E UN I 1'0 RM LOAD C �■SF) .' p (Ft a) Bendingl Dflc. L/180 Bending p SMc. L/180 Bending pan SDfle. L/180 1.50 362.7 '1076.9 453.3 2032.3 423.3 2157.3 1.75 266.4 678.2 333.1 1385.5 311.0 1385.5 2.00 204.0 454.3 255.0, 857.4. 238.1 910.1 2.25 161.2 319.1 201.5 602.2 188.1 639.2 2.50 130.6. •232.6. 163.2 439.0 .154.2 466.0 2.75 107.9 -174.8 134.9 329.8 125.9 350.1 3.00 90.7 134.6. 113.3 254.0 105.8 269.7 3.25 77.3 105.9 v 96.6 199.8 90.2 212.1 3_.50 66.6 84.8 83.3 16_0.0 77.7 169.8 3.75 58.0 68.9 72.5 1,x0.1 67.7 138.1 4.00 51.0 56.8 63.7 107.2 59.5 113.8 4.25 45.2 47.3 56.5 89.3 52.7 94.8 4.50 40.3. 39:9 50.4 75.3 47.0 4.75 36.2- 33.9 45.2 64.0 42.2 .79.9 67.9 5.00 32.6 29.1 40.8 54.9 38.1 58:2 5.25 29.6 25.1. 37.0 47.4 '34.6 50.3 5.50 27.0 21.8 33.7 41.2. 31.5 43.8 5.75 24.7 19.1 30.9 36.1 28.8 38.3 6.00 22.7 16.8 26.3 31.8 26.5 33.7 6.25 20.9 14.9 26.1 28.1 24.4 29.8. 6.50 6.75 19.3 17.9, 13.2 11.8 24.1 22.4 25.0 22.3 2G.J � 20.9 26.5 23.7 7.00 16.7 10.6 20:8 20.0 19.4 21.2 7.25 - 15.5 9.5 19.4 18.0 18.1 19.1 7.50 14.5 8.6, 18.1 16.3 16. 9 17.3 7.75 13.6 7.6 17.0 14.7 15.9 15.6 8. 00 12.7 7.1 15.9 13.4 14.9 14.2 The above values may be increased by 33.33; for wind load SEC:C3IMnd2) RY 1= 1R6:4M I P4 CD nEE3 I CS P4 By PJF, Date 05-30-1996 PURLIN-DESIGN Cust MATHEWS READY MIX Sheet D_ _ Job # 16200 Span = 12 ft. Tributary width = 5 ft. Fy = 50 ksi Actual w(dl + 11) = 5 x ( 1.6 + 20 ) = 108 lb/ft * USE: 8.5 in. 7Z9 16 Ga Simple Span at 5 Ft o c max *** Allowable w(dl + 11) = 303 lb/ft (chart 'D') )OK( EAVE STRUT DESIGN SPAN = 12 ft. Tributary width = 2.01 ft. Actual w(dl + 11) _ 2.01 ( 2.84 + S0 ) = 45.91 lb/ft *** USE: 8.5 in x 8.5 in x 16 Ga simple span Eave Strut *#* Allowable w(dl + 11) = (20,000 * 2.47 / 12 1.2) = 343.06 lb/ft >OK< ' E3 E C E3 INJ 'ID FR ' F=- R eel _ INJ i_ n I- E3 I E3 P4 1 P y PJ F' . Sheet D- Date 05-30-1996 Cust MATHEWS READY MIX Job # 16200 GIRT DESIGN Eave Ht. = 14 ft. Wind Load = 20.86 psf, ELEVATION Trib Width San 11.00 ft. 3.34 ft. lc_. 0 •ft. ' *#* USE: 8.5 in ' Z' x 16 Ga. GIRTS ### Actual w(wl) 679.57 lb/ft Allowable, w(wl) _ .303.00 x 1.33.= 402'.99 lb/ft )OK< Trib Width S an 7..33 ft. 5. 50 ft. 1.E. �0 ft. *#* —USE: 8.5 in ' Z' x 16 Ga. G I RTS# Act UaI w(wl.) = 114.7.3 lb/ft Allowable. w(wl-) _ 303.-00.-x 1.33 = 402.99" lb/ft >OK< # See Chart ID, # ,r r E; F-=COINA 7D"FRN' F FR1=bM I P4 C3 X36=5 I C3" By PJP Date 05-30-1996 C�_tst MATHEWS READY MIX -x--X--W CF -6d::4 FRT ' SECTION PROPERTIES Fy = 50 ksi Sheet D_ � Y_ Job # 16200 --X- -K- -x- Fb = 30 ksi Member Size Lbs/ Ft Area in^2 SxxSyZ in^3 iSnX� Rxx in. Ryy in. Q Purlins 8.5x2.75xl6 ga ' Z' 3.01 0.89 2.18 0.43 3.30 1.23 .60 and 8.5x2. 75x 14 ga ' Z' 3.76 1.11 2.83 0.55 3.30 - 1.24 .67 Girts 8.5x2.75xl6 ga 'C' 3.01 0.89 2.18 0.38 3.30 1.01 .60 16 14 14 8. 5x2. 75x14 ga 'C' 3.76 1.11 2.83 0.47 3.30 1.01 .67 Eave 8.5x2.75xl6 ga 3.78 1.11, 2.47 2.47 3.50 1.54 141 Struts 8.5x2.75xl4 ga 4.72 1.39 2.98 .98 .50 1.55 :n.7i CONTINUOUS PURLIN DESIGN SIMPLE SPAN DESIGN No. Baysl Live Load psf Ray Sppace Ft. EndInt Bay Gage Bay Gage Laps Ft./Ft. Allow Lbs/ Ft. Ray Space Ft. Gage Allow Lbs/ Ft. 20 20 25 30 16 16 14 0 0 0 0.00/0.00 2.67/2.67 4.00/4.00 109 107 111 18 16 14 135 175 19 16 14 121 157 2 25 20 25 30 16 14 14 0 0 0 2.00/2.00 2.67/2.67 4.00/4.00 171 156 111 20 16 109 14 141 20 16 0 2.00/2.00 171 21 16 14 99 128 30 25 30 14 14 0 0 2.67/2.67 4.00/4.00 156 111 20 20 25 30 16 16 14 16 16 16 0.00/0.00 2.67/2.67 4.00/2.67 109 117 108 22 16 14 90 117 23 16 14 82 107 20 16 16 0.96/0.96 168 c5 125 30 14 14 16 16 ".67/2.00 4.00/.67 150 108 24 16 76 14 98 20 16 16 0.96/0.96 168 25 16 14 70 91 30 25 30 14 14 16 16 4.00/2.67 4.00/2.67 158 108 20 16 16 0.00/0.00 109 26 16 64 20 25 30 16 14 16 16 2.67/2.00 4.00/2.67 119 109 14 84 27 60 2016 16 16 0.96/0.96 156 14 78 4 25 25 30 14 14 16 16 2.67/2.00 4.00/2.67 138 109 28 16 56 14 72 20 16 16 0.96/0.96 156 C. 16 14 52 67 30 25 30 14 14 16 16 4.00/2.67 4.00/2.67 165 109 30 16 48 14 63 � ONJ L_> W 9::4 L__ 1__ I= FR d=� m I E; L_)� E !E3 T C-3 By PJP L Sheet E Date 05-30-1996 Cust MATHEWS READY MIX Job # 16200 ;END POST DESIGN EXTEND JAMBS AS ENDPOSTS Length =,14.00 ft Trib width = .10.00 ft ## USE: 8..5' x- 2.75 x 16 Ga 9 C9 Sx x = c. 18 i n'"--,3 Actual W(wl) = 10 ft x .13.907E psf. = `139.07 lb/ft -Allowable w(wl) = 222.45 x 1.33 _ 295.86 lb/ft (See Chart 9 E9.) . M ' L CB�1g34.-,Pf-b1_I F= RSM 1 u,4 c3 nF= E3 I C3 N# Ry F'JR Sheet E - Date 05-30-1996 CUst MATHEWS READY MIX Job # 16200 Light Gage Coldformed Shapes: Fy = 50 ksi , Fb = 30 ksi (3) Three Plate Bk_tilt-,_tp Shapes: depth flg Size web Wt/ft Area Wt/ft Area Sxx Syy Rxx Ryy Q 8.5 x 2. 75 x 16 ga IP 3.00 0.87 2.18 0.38 3.30 1.01 .60 8.5 x 2.75 x 14 ga IP 3.76 1.08 2.83 0.47 3.30 1.01 .67 8.5 x 2.75 x 16 ga ' 1 C' 6.00 1.74 4.36 0.88 3.30 1.25 .60 8.5 x 2.75 x 14 ga ' 1 C' 7.34 2.16 5.66 1.19 3.30 1.26 .67 10 x 5.5 x 14 ga ' Z' 5.06 1.49 4.35 1.15 3.93 i.63 '.62 10 x 5.5 x 12 ga ' Z' 7.10 2.09 5.72 1.61 3.91 1.63 .71 8.5 x 8. .5 x 16 ga ' G' 4.89 1 1.44 3.34 3. 34 3.19 3. 19 .60 (3) Three Plate Bk_tilt-,_tp Shapes: depth flg size web Wt/ft Area Sxx Syy Rxx Ryy Rt 8.5 5 x 3/16 10 ga 10-08 2.97 9.04 1.56 3.60 1.15 1.33 8.5 5 x 1/4 10 ga 12.14 3. 58 11.36 2.08 3.67 1.21 1.36 8.5 6 x 1/4 10 ga 13.84 4.08 13.36 3.00 3.73 1.49 1.64 8.5 8 x 1/4 10 ga 17.24 1 5.08 1 17.36 5.33 3.81 1 2.05 . 2.22 NOTE: Rake beams and end posts are designed as simple span. End post anchorage : (2) 3/4 dia. anchor bolts. Formulae for Allowable Load Determination: M= w x L."-2 / 8 then w= 8 x M/ L`2 = 8 x (Fb x S) / L' Allowable w = (8 x 30000 x S / 12) / L''2 = 20,000 x S / L`2' CBC.'Steel Buildings Job 16200 Seq 1/5240 Date 05/30/96 10:10 Page F— 1 MBP Computer System,— Rigid Frame Design, '.Copyright by ISE, Inc., 1991 F R A M E DE S C R I P T I O N MPP Data File Name: 16200.MBP Run Title: RIGID FRAME AT LINES 1 AND 2 Customer: MATHEWS READY MIX MBP File Creatn Date: 05/30/96 09:59:46 Analysis / Deng Date: 05/30/96 10:00:54 Prepared by : PJP Frame Type : CLEAR SPAN Bldg Width (ft) : 40.000 Eave Height (ft) : 14.000 Roof Pitch (in/ft): .500 Bay Spacing (ft) 6.000 Live Load (psf) : 16.000 Dead LLoad (psf) : 2.000 EXind SEeed (mph) : C0.00Q Num of Nodes: 5 Num of Supports: 4 Num of Members: 4 Num .of Member Types: 2 Num of Se s per Mem: 8 Num of Is Cases: 4 ` Num of Load Combs: 2 Node Coordinates ---------------- Node 1 X—Coordinate (ft) .2916 Y—Coordinate (ft) • .0000 " 12.812 13.624 12.812 .0000 Support Locations ----------------- 3 4 Support 5 Horizontal 1 At Node 3 1 Direction 4 Horizontal Member Data J 4 Member 19. 509 1 Node at the Start BU/TD/EF/Op 1 Node at the End Opposite Opposite Length of the Member (ft) 12.814 Member kind 50.000 BU/TD/EF/Op Normal/Opp State 29000.000 Normal End—Release Code 00 Yield Stress Fy (ksi) 50,000 Modulus of Elan, E (ksi) 29000:000 2 3 4 .5080 20.000 39.492 39.708 12.812 13.624 12.812 .0000 2 3 4 Vertical 5 Horizontal 5 Vertical 2 3 4 4 5 J J 4 19. 509 19. 509 12. 814 BU/TD/EF/0 BU/TD/EF/Op BU/TD/EF/Op Normal Opposite Opposite 00 00 '00 50.000 50.000 50.000 'r-'9000.000 29000.000 '29000.000 CBC Steel Buildings Job 16200 Seq 1/5240 Date 05/30/96 10:10 [:::L:O�A D I N G LOAD CASES 1 : SELF WEIGHT 2 : Dead Load 3 : Live Load 4 : Wind Load LOAD COMBINATIONS 1 : DL + LL -2 : DL + WL LOAD COMBINATION COMPOSITIONS (PERCENTS) Load Case 1 Load Case 2 Load Case 3 Load Case 4 1 : 100.000 100.000 100.000 -2 : 100.000 100.000 100.000 A negative sign in front of the load combination number indicates wind or seismic loading (allowable stresses may be increased 1/3). SELF WEIGHT loads are calculated by the program. Load Case 2 -------------) Member 2 Member 3 UNIF L Magni (kip/ft): -.01199 -.01199 From (ft) -. 5084 -.5084 To (ft) 19. 509 19.509 Eccen (ft) .0000 .0000 Angle (degr) VER VER Load Case 3 -------------) Member 2 Member 3 UNIF L Magni (kip/ft) : -.09592 -.09592 From (ft) -.5084 -.5084 To (ft) 19. 509 19.509 Eccen (ft) .0000 .0000 Angle (degr) VER VER Load Case 4 -------------> -------------> -------------> Member 1 Member 2 Member 3 Member 4 UNIF L Magni (kip/ft): -.08352 .07308 .07308 .05220 From (ft) . 0000 -.4581 -.4581 .0000 To (ft) 14. 002 19.509 19. 509 14.002 Eccen (ft) .0000 .0000 .0000 .0000 Angle (degr) POU POU POU POU Page F- .2 CBC•Steel Buildings 3 Job 16200 Seq 1/5240 Date 05/30/96 10:40 R E S U' L'T S Support Reactions kips for horizontal and vertical supports ----------------- kip—ft for rotational supports - DL + LL Sup. 1 2 3, 4 AtNode: 1 1 5 5 Direc: Horizontal Vertical Horizontal- • `Vertical Reac : .9701 2.592 -..9701. 2.592 DL + WL AtNode: 1 1 5 5 Direc: Horizontal Vertical Horizontal Vertical Reac: —1.421 —1.124 —.4797 —.4487 Highest Combined Stress Ratios ---------------- Member 1 2 3 Comb Stress Ratio 3076 .27131 .2711 Final Lat Sup Sp Too (ft) 6.000 5.000 5.000 Final Lat Sup Sp Rot (ft) 6.000 5.000 5.000 Station (ft) 12.342 .4716 .4716 Load Comb 1 1 i Highest Shear Stress Ratios Member 1 2 3 Shear Stress Ratio .05583 .1239 .1239 Station•(ft) .0000 .471E .4716 Load Comb 2 1 1 Final Sections -------------- Member 1 Member'2 Member 3 Member Type 12 —` Final Flange Width'(in) 5 5 5 Final Flange Thick (in) 1/4 1/4 1/4 Final Web Thickness (in) 10 Ga 10 Ga 10 Ga Final Depth at Start (in) 6.999 12.000 12.000 Final Depth at End (in) 12.193 12.000 12.000 Length of the .Member (ft) 12.814 19.509 19.509 Weight of the Member (lbs) 162.628 269.081 269.081 Weight of the Frame (lbs) : 863.417 ' Page F— 3 4 3076 6.000 6.000 12. 342 1 4 05064 12.342 1 Member 4 —1 1/4 10 Ga 6.999 12. 193 12.814 162.628 MBP System - COnnection Processor, Version 1.2 (4/91) ------------------------------------------------------------------------------- MBP file name: 16200.MPP Customer: MATHEWS READY MIX Run title: RIGID FRAME AT LINES 1 AND 2 Frame analyzed/designed: 05/30/96 10:00:54' This report created: 05/30/96 10:01:08 C O N N E C T I O N D E F I N I T I O N S ------------------------------------------- CONNECTION 1 On member 1, At 12.334 ft, Angle: HOR Min In -Plane Dim: 12.000,in, Min Transversal Dim: 5.000 in CONNECTION 2 On member 2, At 19.509 ft, Angle: VER Min In -Plane Dim: 12.010 in, Min Transversal Dim: 5.000 in CONNECTION 3 On .member 4, At 12.334 ft, Angle: HOR Min In --Plane Dim: 12.000 in, Min Transversal Dim: 5.000 in F 0 R C E S A T C O N N E C T I O N S ----------------------------------------- LIST OF LOAD COMBINATIONS 1 e DL + LL DL + WL CONNECTION Load Comb 1 CONNECTION Load Comb 1 —c CONNECTION Load Comb 1 I Axial Shear Bending Force Force Moment (kips) (kips) (kip -ft) -2.435 -.970 -11.439 1.280 .391 10.895 c Axial Shear Bending Force Force Moment (kips) (kips) (kip -ft) -.970 .000 10.452 .312 -. 337 -4.179 u Axial Shear Bending Force Force Moment (kips) (kips) (kip -ft) -2.435 -.970 -11.439 .605 .164 -2.041 Fly E -R 3_ C3 I ]E> E=-Fzd::eMI--- CCC)IQ1 1E7C —T- -T C:)P4 IDr=7E3 Y_ Gi P4 BY PJP Sheet F� Date 05-30-1996 Cust MATHEWS READY MIX Job # 16200 USE 3/4 in. ASTM (A325–N) High Strength Bolts KNEE CONNECTION Plate size: 6 x .5 x 12 in. ( 50 ksi.). Allow bolt tension w/ stiffener = .14.370 k/bolt Allow bolt tension w/o stiffener = 7.185 k/bolt Actual Dead + Live moment = 12.00 k–ft (Outside bolts in tension) Allow Dead + Live moment = 62.75 k -ft w/ 1 rows of bolts w/ 0.stiff 0 row of bolts outside flange Actual Dead + Wind moment = 11.00 k -ft (Inside bolts in tension) Allow Dead + Wind moment = 30.26 k–ft w/ 1 rows of bolts w/ 0 stiff RAFTER RIDGE CONNECTION Plate size: 6 x .5 x,16 in. ( 50 ksi) Allow bolt tension w/ stiffener = 14.370 k/bolt Allow bolt tension w/o stiffener = 7.185 k/bolt Actual Dead + Wind moment = 5.00 k–ft (Upper bolts in tension) Allow Dead + Wind moment = 31.85 k -ft w/ I rows of bolts w/ O'stiff Actual Dead + Live moment = 11.00 k–ft (Lower bolts in tension) Allow Dead + Live moment = 57.48 k–ft w/rows of bolts w/ 0 stiff 1 row of bolts below flange COLUMN BASE PLATE Vertical load = x.60 kips Column flg width 5.00 in. USE: RASE PLATE 8 x .375 x 8 i n . ( 50 ksi ) Min Reg9 d Thk :'2 x SOR E.2.6 / ( 8 x 8 x .25 x 50 ) 1 = .114 in L-C)t%4C3 Y TUn I t%4f-21L- 12L Ft§=iiC T tqC By F'JP Date 05-30-1996 CI_tst MATHEWS READY MIX BLDG DATA Sheet G_ % Job # 16200 Bldg width = 40.00 ft Bldg length = 12.00 ft Bay space = 12.00 ft Eave height = 14.000 ft Ave EW height = 7.208 ft LOADS Wind Flr•essur^e = 22.60 psf Wind Load = 22.60 ( 40.00 x 7.2`08 ) / 1000 = 6.52 kips Seismic Zone = 4 Impor-tance Factor, = 1.00 W = ( 3 ) x ( 40 x 12 ) + ( 3 ) x ( 40 x 7.208 ) = 2305 lbs ZIC 3Rw Seismic Load x x W / 1000 E 0.138 x 3 x 2305 1 / 1000 = 0.95 kips SIDEWALL BRACING USE ( 2 ) X -braces : 3/8 in dia EXTRA HIGH STRENGTH CABLE(ASTM A475) see sheet - COS 0 = 12 / SG!R ( 12''`2 + i.4-"2 ) = 0.651 Max tension wind Wind Load / X -bra=es = COS 0 ( 6.52 / 2 ) / 0.651 -- 5.01 kips. Cable s t r-• e n g t h ------------------- - ---> = j. 5. 40 kips > OK < Seismic Load / X -braces Max tension seismic _ COS sus ( 0. 95 / 2 ) / 0. 651 = 0.73 kips Cable strength --------------------------> = 15.40 kips >OK< .... ........................ ...... ................................... ... ........ ...... ........................ ...... ... wi. ...ge.�,c forme ....... .... .... ... . ................................ . ................................... .. %,*,."::::.:.:.:.:.:.:...:::.:.:.:.:.,.- .. ... ........ ........... ....... ............... ............. :x, . ....... ............................................... ................................. . . . . ........ . . . .. ...................................... . . . .............. .............................. .... ... ................... :::::::::::lea.................... .............. . . .. . . . . . . . ......... ........... ..Closure cn "> Cl. ........... ........ .... .......... ...... * ...... .. . ...... ........................................................... ud ................................... t. aslant as.... .. ..................... y p .... ...................... ..... ....... I ... ..... ........ ............... .......... ................................. .. . .... ........................................ .............................. :: ... . .. ................. . . . ............... fi' sBrtia the...... ......................... ... .......... .... ...... ........... . .. ............ . ....... ......... .................... ........ ...................... ... ...................... ......... . ...... .. ... .................................. ............ ... . ......... ............... ......... .............. X: .............................................................................. ... .................... ................................. .... ...................... ........................ : ............................... ... .. ..................... .. . ................ ..... ............ I ... . ... ....... ........... ....... ........ ...... ...... ... ........ . .......................... .. . . . ..... .................... .. . ........... .................... X ..... .. .... .. ........................... ............ ........ .. W y OYMM—:19 M. 4.-i:i: ............. ....... ...... .................... .......... .................. ... . ............. X* ........................ ... ... ........... .................. ... ........ .10 .............. .......... ..................... .... .. .... .................... ....................... . .............. ...... ............... .................................. ... ........... :.......... ...... .. ""x: ............... ............................... . ............................ ......................... ...................... ............. .... ...................... . . . ................. . . . . . . . . . . . . .. .... ........ ........ ........ .. ......... ....... ................... ......... .............. ...... ... ... .......... .............. ............ . ........ ........... ......... . ............................ ......... . ....................... .............. ................................. .. .......... ............... ..... .................. % ..................... ................ ....... ............................................................. .............................. .................. ......... ... ......... .. ...................... .. ............. ..... ...... ................................... ................ . . .. ..................................... ....... . ....... ...................... ... .............. ................ .................... ..... ............... .... . .......... ..................... . ............ . ......... ............. ............................ ... ............. ..... ........ ...... .......... ........ . ................. .... ............................... ............................. ......... . ........... ... ....... ::"::: ......... .......... ... .. ... . . ........... .......... ....... .. ...... .............. .. .......... ......... ....... .......... ......... . . ......... ........ . . . ............................... ........................................ -020 ��160 MMERCIAL BUILDING COMPONENTS, INC. .Pre-Engineered Metal Buildings CBC October 3" 1996 George Kellogg . Butte Co. Bldg. Dept. 7 County Center Dr. Oroville, Ca. 95965 STOCKTON, CALIFORNIA OFFICE & PLANT P.O. BOX 1009, LATHROP, CA 95330 (209) 983-0910 Tele Fax: (209) 858-2354 cout,ry 0 OEPT"$E 0�-J q 7 19�� Subject; Steel. Building,. for Mathews; Ready Mix, Cliico; ,Ca. CBC Job No. 16200. Permit No. 96-1545 Dear George, This is to confirm our discussion regarding the CBC procedure for material identification per UBC Sec. 2202.2 on the subject structure. All built-up steel .sections designed and manufactured, by CBC utilize onGrade" 50 steel under several ASTM designatious. This project beam's and rafters utilized both A-529 and A-570 for the flanges and webs respectively. Under the CBC quality control program which is a required part of the ICBO-ES Approved Fabricator Status, we identify each assembly with project number and part number which are traceable back to the actual steel used on the project. The attached steel mill certificates correspond to the steel- used .on this building.- Very uilding: Very truly yours, _. Obert Hoekstra, P. E. Calif. Registered Prof. Engineer No. 25602 SHIPPING: 1700 E. LOUISE AVE., LATHROP, CA 95330 _ ... )SWMER ORDER... M0. NUMBER SHIPPING DATE CAR NUMBER TALLY NUMBER •.: per_ 144J�i2 ' ;': ' 01-4816-5a2 �i6/567/96 _: ' ..... ;.. _ .. . .. _. _:_. -: HS • 455 13 : '' :....... . s COMMERCIAL-BUILDING..COMPONENTS, INC. N •COMMERCIAL BUILDING.COMPONENTS, INC. P 1700 EAST LOUISE AVE. 1700 EAST LOUISE AVE. LATHROP, CA 95330 T LATHROP, CA 953354 BEAM WEBS H.R. SHEET CUT, -LENGTH — PRIME ASTM—A-5756-92—G R . 50—PQ IRINSPECTION - o1 MILL DESCRIPTION SLS' PIECES HEAT NUMBER SLAB N0. OR BUNDLES ME .1365 X 40.0000 X 140.09 6 T25015 I CERTIFY THE FOLLOWING TEST INFORMATION TO BE CORRECT AS CONTAINED IN THE RECORDS OF' THE COMPANY. JACK A. ROBINSON SD SUPERVISOR PHYSICAL TEST LABORATORY MECHANICAL PROPERTIES CHEMICAL ANALYSIS 15:4 1 HEAT OR L TENSILE % SLAB YIELD ELONGATION BEND LOT NUMBER D KSI STRENGTH TEST C MD P S Si Cu NI Cr MO AI V NUMBER C KSI 8" 2' T25015 19 76 917 099 911 01 01 01 00 58.0 73.0 30 OK 60.5 75.0 28 OK Sk.� 1, .ti, +'!`. ab. t't�l _ix'J�„•. 6.= 7'k'5'.'�" � f. � f .''�..'�, JW':"S..Cil t.5� -c�•y'. .z`.yJ •f..'`�.f"d-'� .. ix.�StY'1: M�y`.">,�. 3� .. t: ? _ .P r x D -„ i`. 'i'` . S2 _ ° `� 'add �c M1� C> :Z , � • .xa •"'” '�" �! .. ,`x'o,:, ;%f'.. f7lt I CUSTOMER ORDER Ma NUMBER SHIPPING DATE g q CAR Hume TALLY MBER 14001 Anj 5 02 ;:r05/28/ 6 HS 453624 1%3 COMMERCIAL BUILDING-COMPONENTSs' INC..-.. H -COMMERCI , AL,`-.BUILbINb COMPONENTS, -INC.* ..--. 1700 EAST LOUISE AVE. -.1700.EAST LOUISE AVE. LATHROP,_-CA 95330 T LATHROP'.-.:CA'.95330 0 E 0 u S BEAM WEBS E p 0" H.R. SHEET CUT LENGTH PRIME ASTM-A-570-92-GR.50-PQ S p C TIRINSPECTION ol MILL' DESCRIPTION COILS, PIECES OR BUNDLES 'HEAT NUMBER SLAB NO ME .1305 X 48.0060 X 140.00 2 5017-82 1 CERTIFYTHEFOLLOWING TEST INFORMATION TO BE CORRECT AS CONTAINED IN THE RECORDS OF THE COMPANY. 7 JKJACK A. ROBINSON SUPERVISOR PHYSICAL TEST LABORATORY MECHANICAL PROPERTIES CHEMICAL ANALYSIS 17:46:16 HEAT OR S! AS L% YIELD TEN3'I`E ELONGATION BEND LOT NUMBER 0 KSI STRENGTH TEST C Mn P s SI Cu NI Cr mo Al v NUMBER c KSI 501762 18 82 020 012 012 00 01 05 00 56.0 74.0 30 OK 59.5 '75.0 29 CK Y ag �wm "I 4w Im m 4M !MAW WA", Aw" m" low --7777j w Now OR -77 . ... ........ -Zi a -7 7, CM 6229 -RI --i.. 77 uc.or se:e. t BRWILAL iM1.i.DlXC CON T ill: . t P.. e4ox IC99 .'.:LATliF0P, CA 95:13f! MILL TEST REPORT Iten D-scriptiurl:;: 14 c a t. :;(i1 1 c' n s l" A AT. -5772 3 /2 X 6 A 0 S 'I'VI 021) 941 W'S6. X 6 FLAT -044 25773' 6 0 5l AST9 A52'9 --94.6R."56<. 60 iA PLANT M&ALL U*R0l#kUALlTY AS NCE MANAGER NSU -39 R 9195 f.1 �11'; F. 1,'� rr L C1 11. rl k : vDF 11 _L .." A Division of Nucor Corporation PLYMOUTH, UTAH UNITED STATES OF AMERICA 1 9 6 is Nn F, S Gu Cr 0 0 030 J. 3 1 036 6 2 ;% l.. I.. I 1 7 ;1 D i.4. F Q Ir" .1 X J, 1 1, f. n ucor PqRM CA 95 '2a .j J. W 4 X �-LV AAR 2 12�10.)' 9 PLANT METALLURGIXQUALITY AS NCE MANAGER NSU -39 R 9/95 MILL TEST REPORT A Division of Nucor Corporation . PLYMOUTH, UTAH UNITED STATES.OF AMERICA 0 7 l t ^� '. .._.. ate.__._. 1 � ' i 1. .. ,.. r .....�_ - . �. up.1 {•'� - ` .. i �- � � ��� i �. i '.. r- , �� O N